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HomeMy WebLinkAboutPermit 6540 - Shamrock Center - Building #B - Tenant Improvement"' ' • • ;;;::"?.%•: , :,•; • • 5HAMROCK CENTER BU/LbI[G'. 8 BP#(050 p...•- • evrI Shamrock Associates P 292 -1160 ADDRESS 616 First Avenue #600, Seattle, WA LAP 98104 CONTRACTOR Bailey Construction PHONE 621 -8884 ADDRESS 205 Columbia Street, Seattle, WA ZIP 98104 WA. ST. CONTRACTOR'S LICENSE # ROBEREB375NO EXP DATE 10 - 01 - 91 ARCHITECT PHONE TYPE OF CONST.: V - UBC EDITIO (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: ®Sprinklers Q Detectors ❑ N/A UTILITY PERMITS REQUIRED? Q Yes CZ No (through Public Works.L ZONING: BAR/LAND USE CONDITIONS? O Yes ED No CONDITIONS (other than those noted on or attached to permit/plans) I., CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: L-- - �: J l SITE ADDRESS PROJECT NAME/ TENANT Shamrock Center Builidng B TYPE OF ❑ New Building Addition Tenant Improvement (commercial) (.J Demolition (building) U Grading/Fill WORK: 0 Rack Storage O Reroof O Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Tenant improvements to offices and storage on second floor and lunchroom and kitchen on first floor. ADDRESS CODE . COMPLIANCE USE::. O f f i c e /:;13-2 FLOOR. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL V' FEET LOAD FEET LOAQ FEET LOAD FEET LOAD FEET LOAD SQUARE FEET t: 128 TOTAL: 99 APPROVED FOR ISSUANCE BY: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATU' •��j,/ --.7,1 r • �f DATE: ' ��- I -/ PRINT NAME: C ) ./y /l) y •, . . (" ) � c; A.,'/1) ' /C COMPANY:)/6 446 / X / ) /9 k<S _. /cC This permit shall become null and voidi f the worlds not commenced within .180 days from;the dateof issuance, or it the work is suspended or aba fora period of 180 days from the last inspectio CERTIFICATE OF OCCUPANCY NO. --411111111i-MCit'' 4600 S 134 P1 t/ L bUILL)II' U l"tNIVI1 1 (POST WITH INSPEt, li ION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION >;;i:.AMOUNT BUILDING: PERMIT PLAN:CHECK FEE' BUILDING:: SURCHARGE: OTHER :< SUITE # PLAN CHECK NO.: BUILDING OFFICIAL DATE ISSUED: <l. :492ii50;; 91 -027 DATE: G/, ;;;C/ •- c)' / ASSESSOR ACCOUNT # 261660 0035 - 0 ZIP VALUE OF CONSTRUCTION - $ 175,000.00 TOTAL OCC LOAD 99 128 227 PERMIT NO. • CONTACTED t � � -i B . (init. BY: (init.) DATE READY DATE NOTIFIED 2nd NOTIFICATION (� _ - t PERMIT EXPIRES AMOUNT OWING ('I 0 `1 1 1 (� SO 3RD NOTIFICATION BY: (Intl) PLAN CHECK PLAN CHE NUMBE --a INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) C e L4:1 DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PUBLIC WORKS UIREME Date Sent :... O e No - 1? tQ BC EDITIO (year): BUILDING - initial review FIRE Annie E O PLANNING O OTHER BUILDING - final review REVIEW COMPLETED PROJECT NAME rccx � � SUITE NO. PROJECT NAME SUITE NO. ) ' _ 129 _,(ROUTED �U FIPROTECTION: M Sprinklers fl Detectors ( N/A FIRE DEPT. LETER D ATED } 7 _,n _ ) INSPECTOR: 5 3 k INIT: I '-"--..," i ' ^ 5 - / �� 7 / --`ti .' , Yes ZONI : BAR/LAND USE•CONDITIONS No INIT: INIT: (:' BUILDING- PERMIT .didiiiihb. APPLICATION TRACKING J SITEADDRESS �lc�� PI INIT: ROE CONSU TANT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: c 41.1 Date Approved - cci 8 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK � l ._ � �� NUMBER . 1 APPLICATION MUST BE FILLED: OUT .CO.MPLETEL V SITE ADDRESS 46t ), / )4H P/ PROJECT NAME/TENANT I L %/ ' --)"(% C. , / /� - 4/ -- TYPE OF • New Building Addition Addition WORK: 0 Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: 4 2 k-Ir AcY/ Xe4 /764,Z.V/k( / BUILDING USE (office, warehouse, etc.) ` - / flv7e>f G'u SC'_. � > ,9647 '27 /e*/— C 1r NATURE C'F BUSINESS: &r WILL THERE BE A CHANGE /(N USE? No LJ Yes IF YES, EXPLAIN: / U 6 . a ) / ' & SQUARE FOOTAGE - Building: 46 Tenant Space: ( Area of Construction: / )?,-;7 WILL THERE E STORAGE OR USE dF FLAMMABLE, COMBUSTIBCE OR MATERIALS IN 1HE BUILDING? 4 No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER ADDRESS L h C CE � N C�:ar c Cpl it t 0-- WA. ST. CONTRACTOR'S LICENSE # Rc G CONTRACTOR ADDRESS ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON /S/- DATE APPLICATION ACCEPTED etW 4 cal • 6 ( Le SUITE # enant Improvement (commercial) ❑ Demolition (building) Remodel (residential) ❑ Other: BUILDINa PERMIT APPLICATION BUILDING PERMIT' FEE? PLAN CHECK'. FEE ;>> BUILDING...SURCHARGE • ZIP C 1 PHONE 4 c w i j cL,f VALUE OF CONSTRUCTION - $ /7f ASSESSOR ACCOUN # -c c$S "C LiATI 4 / ,cde l p ( EX l'. DATE ) 0-- 1 C 1 PHONE PHONE Z9� -7/176 DATE APPLICATION EXPIRES DATE / ZIP QKIOvl If PHONE r07_ //, CITY/zIP PHONE . 2 9),„7 //e APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. COMMERCIAL NEW. COMMERCIAL • • . • .. • E Completed budding permit application (one for pach structure) -• • Assessor Account Number •• „ .:„ Two sets (2).of the following:: ...E Specifications • • • • • Structural :calculations stamped by a Washington -J engineer Soils report stamped by a Washington State liCattneedenttiteer:::::: • ,, ••••••••••••••••••••••:••••••• • ••••• Energy calculations stamped by a WeihingtanStatelicertsed: -engineer. or architect 14 description :•• • Worldng cirawings, stamped by a Washington State licensed Site plan •••• • •••••••••- •-• • • • • •••••'• 4 Architectural drawinas • • • Structural Mechanical drawings • Elevations Civil ,‘. • CeeiPleteq.elllitk: per application entire :(e):804. 01:01v4. tar. spec,. so, ' ' ' :..• , fl Building floor plan showing • • Two (2)*(44.0.1 Ottins,.whIch. includ� Entire spacewhere...r0swill • Exit doors ''Tenant space floor plan showing reels stor*JetaycuZ aisles d exits dimensions of recite: fheight,•••.:W.1c44:000 and exit ways on plan Structural calculation; stamped. by a WathiagteholefeliCeased::: • :.:-.: engineer (rack :storage tr.and RESIDENTIAL SUBMITTAL CHECKLIST NEW SINGLE-FAMILY DVIELLINGS/ADDMatie . ' ...•. D Completed building permit application (one for each stru Legal description' , • • " fl Assessor Account Number.. • ••••••• • Two sets (2) of working drawings, which Include • •:* Site plan .• (On plan, shove dosss hydrant iscattoo.:::•: • Foundation plan lncluda access. o showing • • * Floor plan • width and length o scosas) • Roof plan • : • • • • • • • Building elevations (all views) • Building cross-section . • • Structural framing plans : • , • • • : . . . El Washington State Energy Code data . : .. • : . . E Completed utility permit application . . • . . ri Six (6) sets of site plans showing utilities .. : . NOTE: Building site plan and utility site plan may be combined.: See• trWity permit application and checklist for* specific; strbmitorl requIrekrnents.:. Adational topographical and soils information may be required if unique site conditions. . : • , ... coopleoctbuitcling permit a pplication (one for 040) or • • • . : • ::. • ; • Completed budding permit fitTor4*ti for enc4..sttur;ture)."..... AsitaSser;Aracietint " •••••••••••••••.; :7.*:(2)SetaloiWerking:draWinge,;:.Whioh".inclUdet'„ . • •••••••••••::::•! P�sindationpInr Floor plan • •Roo, • Building elevations • ..- . • Building .• Structural framing piens : • .• • • • : • : . . •:: : NOTE: If any utility worliqs to be *ft eroyige:utility permit application and plans must be Submitted :• : • .; • : • a RER°° . i (00: for each structure) E Assessor Account Number ; Narrative desalting existing roof :;rpoto00.being removed, and .: materiel being installed. •:•; NOTE A covtifkat kt .d final and all of the permit.: : . . „ • PROJECT: 44 k li l a r t I - 11.- PERMIT NO. CO • SITE ADDRESS: A CX) Lm I al- qV DATE CALLED: DATE WANTED: C ) Et.M. Van. TYPE OF INSPECTION: l N1 a. SPECIAL INSTRUCTIONS: REQUESTER: , ■ A ' i nda ii. ______----------Pkag NO.: al 1 INSPECTION RESULTS/COMMENTS: (:),/,-- ,7-) / - 7. AT . - 7.--7 ce f INSPECTOR: ,;(4.---e_ 4'64-4^ DATE: 9— /3 - 9/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTI04 RECORD )1 € 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: la4'V1. 0 _, M.. „MIIIIIIII PERMIT NO. �� DATE CALLED: j 0 '” 9 '1V SITE ADDRESS: r a _ 5 - TYPE OF INSPECTION: - ,-Vil DATE WANTED: -- ,---- . `' r SPECIAL INSTRUCTIONS: REQUESTER: - PHONE NO.: 1 ( 33 — ? 7 / 5 INSPECTION RESULTS /COMMENTS: 1 / � .. _ vli , a9 � Y �‘bP INSPECTOR: i1ii _•..o' - _z40 D ATE • -- / /) L. Co , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 r INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 5"x Permit No. fj.___ Date Job Address 620 CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. �l �Llr�c�/ �� —L"�1 'P_��u�/� G[y'�Js�� eS/7I•�, —rn P�Srs�.cra� 4/1 ; !,►4A-,• e.0 -t. A-74.2-9 4 i<:.7 #4*.e 5) go $-;�r► ! 7; dr/.• s14444--- e 9 47-& cti CITY OF TUKWILA Building Division 6200 Southcentor Blvd, Tukwila, WA 98188 433 -1845 { _ 4O � r �- 1 ir, 4 6 4%1- wa�4 Signed ~� � • �4 �' )`- tom Idirtg Ot laliln pector PROJECT: 5 • e_. _ PERMIT NO. :..,. SITE ADDRESS: • b . DATE CALLED: - D- --q TYPE OF INSPECTION: C-t .i DATE WANTED: /(m. SPECIAL INSTRUCTIONS: REQUESTER: INSPECTION RESULTS/COMMENTS: 4 0 , t) - -r-r r-Tr atit-44,.. I , ak . VS / (--) INSPECTOR: /"...c. ----,.) ...1...--)2 DATE: l'Aq7:4',7;441N4.tr. • ..•• CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ,1,, • q. !' City of Tukwila — Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431-3670 LeiVh9 Reinspection of. .SeVz \iJit-c5 Site Address L k (n S k 'Z contractor c* Cov -V Phone: 12.1:2 Address: Applicant (signature): Date: (please print name): f -- Contact Person (please prin Cownot, t): : PERMIT NO. Original Inspection Date: I ( t r" Pt Piosct: REINSACTION APPLICATION Phone: FOR OFFICE USE ONLY ) Reinspection Fee: $ 30 ($30.00 minimum) Receipt No.I59 6 A Date Received:_'i Reinspection scheduled for: (date) IQ (circle one) a.m. p.m. Z.Zsai 70 00 PROJECT: 7z4 L3 c ,..,.. PERMIT NO. DATE CALLED: DATE WANTED: Z.' -9' c g -2.?„9.-/ ?. SITE ADDRESS: TYPE OF INSPECTION: (&7/a SPECIAL INSTRUCTIONS: REQUESTER: _ PHONE NO.: INSPECTION RESULTS/COMMENTS: 60.,- , - 1.....f., /SA- Ce4VII--• INSPECTOR: "--e-- ....t..4........ 4... DATE: eioc CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 2 /'E'&' i r/ �� . �t , � � PERMIT NO. OP e SITE ADDRESS: 1 l%) 1 ; 4,0 .t. DATE CALLED: j °1® — 9/ TYPE OF INSPECTION: ' L DATE WANTED: J / -'" /„.)---q / -SPECIAL INSTRUCTIONS: `P j22j74/', D7N.f.. J &2 REQUESTER: - / e/A__.- , r PHONE NO.: �j ;? `� INSPECT' RESULTS/COMMENTS: '") C ' AL i �. . i �`. ' 0' - r- --- p, 4/ 7 I J J INSPECTOR: ( r , (/4414 _ DATE: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: - Ks .-L_ A - PERMIT NO. ., ¢ SITE ADDRESS:4 -6a) S /3'`F-Re L.. DATE CALLED: ` i ( TYPE OF INSPECTION: SC`s 21MA L (,UJ. DATE WANTED: 6 / ( a • e REQUESTER: I"`~ luar(� SPECIAL INSTRUCTIONS: (- - 1O1-.). PHONE NO.: 437 , a) 1 5 - -- INSPECTION RESULTS /COMMENTS: 1„ �'`"" - -1, 0 ,- c a .,...;,,......A, - INSPECTOR: --r DAT E: 9 ` CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Permit No. ,CO Date x/ Job Address F(PUD • fL3 " P CITY OF TUKWILA Building Division 6200 Soulhcenlor Blvd. Tukwila, WA 98188 433 -1845 CORRECTION NOTICE The following items are found to be in violation of Ordinance - and shall be corrected. 5E1 S en I C- w tC CC (L t-tG trl'C �- ( N b FLA /L- Tb LS VS A r NSP��' - c rt�N f— I A A. ".t NSP d Signed Building Official /inspector PROJECT: Usk i <<• ' __ PERMIT NO. (Q C--) 0 SITE ADDRESS: a 0 7 DATE CALLED: TYPE OF INSPECTION: DATE WANTED: - SPECIAL INSTRUCTIONS: I REQUESTER: PHONE NO.: 33 —. 8 7 INSPECTION RESULTS /COMMENTS: ('1 INSPECTOR: "' l Le.- DATE: 7- / - is 1 CITY OF TUKWILA Dept, of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Permit No. (e Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Signed Job Address 4:(06 oc(- lot CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. 1-4 Put:Krit, LA. S G NR .'-P Faz_ 0-e G kr; S7 Si Building Official/Inspector PROJECT: \ -- PERMIT NO. l�'S 4 10 h I SITE DDRESS: LL(0 /) () -. , ( ` - �! DATE CALLED: 7-- ?Z -- q I TYPE OF INSPECTION: LNL 0).2.1 DATE WANTED: �- Z.3 / "'' , SPECIAL INSTRUCTIONS: REQUESTER: 1--- 1 PHONE NO.: 4 3 --- ,v7 / 5 INSPECTION RESULTS/COMMENTS: s ,/ 1 or _ . - r a- 1 .—' rL --2-' - - - p 'X 1 I _ - 11 ATC. "7 _ , "7 _Gs. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ` 5, r „,�,,,y_,4 7 r ,/7 Y' . , e PERMIT NO. (n �"c--,- b DATE CALLED: 2-- ,--er SITE ADDRESS: Gf &cg-7 Szea TYPE OF INSPECTION: �,. DATE WANTED: REQUESTER: PHONE NO.: •r-r ' 7-9 ,."q _ p.m. f , SPECIAL INSTRUCTIONS: INSPECTION RESULTS /COMMENTS: �d_ = ____ J ? r ;. .� ,Lc Ade 11JC C/01 - TAR. A - 4 ---% _ r, r A rO. r n r . _ ee 1 INSPECTION RECORD CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ,11 ,r O / � PERMIT NO. 6 D � x SITE ADDRESS: Co • I 5 ` /3 PE ' DATE CALLED: -lei —r I 8.m DATE WANTED: TYPE OF INSPECTION: / SPECIAL INSTRUCTIONS: REQUESTER: i �., PHONE NO.: 2 4' J, t' z- `7 J s INSPECTION RESULTS /COMMENTS: / INSPECTOR: • , _., ,,�"yM DATE: 64'... CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: /; 1 a ' lit PERMIT NO. (.05 • SITE ADDRESS: t MIIIIMIMIUM1111111111111111 DATE CALLED: g: • TYPE OF INSPECTION: ' 5 6 I ' ?OA( DATE WANTED: 2' ( — = ' ii SPECIAL INSTRUCTIONS: WI 'If 604, j" NG _ I � REQUESTER: TebtACI4U 1 POW/ g.0 r 'WOO PHONE NO.: '” -- 25 _ap,thni INSPECTION RESULTS/COMMENTS: ,_ '--- / 4 ( _ l `'E� r �G� '� ; 4_,../... r' t .- e ,,c,„ - !4' �.�'"Y�l INSPECTOR: ��1: .-e r � . "-- - -, DATE: �Z-€:, •--9 / CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 aMW City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Address • // .-r = y / TUJKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 14 - � /~�� / ,�''r - . /5 /,,/ Suite # Retain current inspection schedule /Needs shift inspection "Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: c i Authorized Signature FINALAPP.FRM t .. Gary L. VanDusen, Mayor Control No. .! rye Permit No. - y Date �, D T.F.D. Form F.P. 85 "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3. Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 x 9 Suspended Ceiling 431 -3670 x 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 • SITE ADDRESS: 4600 S 13/4 P1 1:1U1ILILMdC‘n etr - tigvrr w INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO : BUILDING PERMIT NO DATE ISSUED: PROJECT: Shamrock Center Building B CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS (40 5 (-)0 All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements, 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. o,, CITY OF TUKWILA 6200 SOUT /ICENTF,R BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -027: Shamrock Center Bldg B 4600 S 134 P1 PHONE N (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME ART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (Q 9u 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272) . 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). Guru L, Vunnum,. Mayor Shamrock Center Bldg B Page 2 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. ((( 15 PLANNING FINAL '16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN REVIEW COMMENT tr PLAN CHECK # ( -D2 PROJECT S-AKROCY C-Sl■rt REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. ( Plumbing permit shall be obtained through the King County Health Department vC� and plumbing will be inspected by that agency, Including all gas piping (296- 4722). V ier Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). O All structural concrete to be special inspected (Soc. 306, UBC). O All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). O All high - strength bolting to be special inspected (Sec. 308, UBC). Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet in length. 0 Readily accessible access to roof mounted equipment ie required. 0 Englneeresd truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 15. 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). O Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special inspected. All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Any exposed insulations backing material to have Flame Spread Rating of 25 or lose, and material shall bear identification showing the fire performance rating thereof. Subgrada preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). All construction to be dono in conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign-off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, it le the contractor's responsibility to have a eat of plans approved by that agency on the Job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the factory. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. C of 0 Recbuire4, 1 Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 )<14 F FIRE FINAL PLAN REVIEW COMMENT tr PLAN CHECK # ( -D2 PROJECT S-AKROCY C-Sl■rt REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. ( Plumbing permit shall be obtained through the King County Health Department vC� and plumbing will be inspected by that agency, Including all gas piping (296- 4722). V ier Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). O All structural concrete to be special inspected (Soc. 306, UBC). O All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). O All high - strength bolting to be special inspected (Sec. 308, UBC). Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet in length. 0 Readily accessible access to roof mounted equipment ie required. 0 Englneeresd truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 15. 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). O Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special inspected. All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Any exposed insulations backing material to have Flame Spread Rating of 25 or lose, and material shall bear identification showing the fire performance rating thereof. Subgrada preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). All construction to be dono in conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign-off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, it le the contractor's responsibility to have a eat of plans approved by that agency on the Job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the factory. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. C of 0 Recbuire4, Fire Department Review Control #91 -027 (513) City of Tukwila Dear Sir: FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor April 16, 1991 Re: Shamrock Center Building #B - 4600 South 134th Place The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) 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 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) (The hall on the second floor is not a protected exitway. Signs shall be installed to direct occupant out of the hall by the most direct path. (UFC 12.108(b)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 12.105(a)) All interior wall covering materials shall be fire- resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) Yours truly, . 7- The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor CITY OF' TI!K!V! r: rw ,sfunTnf.r:rerr:I;iu!!Y!.E1Mat 11I ItI!..i. I• IA' .' :/..' March 13, 1990 Tom Barghausen, Barghausen Engineers, Inc. 18215 72nd Ave. S. Kent, WA. 98032 `, , u � n RE: Revised Site Plans for (Plan Sheet Nos. C -1 of 1) for Shamrock Center Dear Sir: The Public Works Department has reviewed and approves the revised site plans for the subject development. These revised site plans do not require additional permits, however they do reflect the modifications which have occured throughout the project under prior approvals. Therefore the condition of approval of this revised site plan shall include all requirements and conditions under prior approvals. As a matter of clarification, the storm drainage improvements adjacent to existing South 134th Street, (including drainage swales /ditchs, catch basins and storm pipe crossings to the south side of South 134th Street) shall be maintained and operated by the private development until such time as the City, through an LID or capital improvement program, upgrades South 134th Street and provides a permanent drainage system to accommodate all public drainage. If you have any questions or I can be of further assistance do not hesitate to call me at 433 -0179. Sincerely ,;i Phil Fraser, Senior Engineer Public Works Department PF /amc Enclosure (1) I'�!r �"!• •• r iblr I :.: ,'.., r.�nr I i.ur!'• • u 1f•r xc: Ron Cameron Greg Villanueva /Ross Heller Permit Coordinator Development File: Shamrock. Center (Revision to SiteD) Plans Approved Plans Not Approved F.D. Review letter included Building Address: '' !� �"r' 1 �� A •check in this box indicates the'address is not descriptive or not complete. Building Owner: New Owner Address: Fixed fire protection for this project: Sprinkler: Hose Station: Fire Alarm: Fire Flow/ Hydrants: Min. GPM Required + r� Special Systems: Fire Lanes: Supra Lock Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: FIRE DEPARTMENT REVIEW SHEET ' Date: G( ti S'l' C 1 f-1 ! ) / / � r / I Fire department notations which should be reflected on the plans: CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: DATE: PLAN CHECK PLAN REVIEW NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Smmivziee C• S ' 1 Amu. 11 1 Prepared by: *ILA Dear Sir: Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -027 (513) Re: Shamrock Center Building #B - 4600 South 134th Place The attached set of building plans have been reviewed by the Fire Prevention Bureau and are NOT APPROVED as submitted. The following concerns must accompany the plans, in order to properly evaluate: 1. Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) (Both the east and west corridor systems are not one hour construction) Gvi- /2/ The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor March 21, 1991 FIRE DEPARTMENT REVIEW SHEET lans Approved Plans Not Approved F.D. Review letter included Date: 3 - /f.. Building Address: cy3 y / 21 - A check in this box indicates the address is not descriptive or not complete. Building Owner: New Owner Address: Fixed fire protection required for this project: Sprinkler: Hose Station: Fire Alarm: Fire Flow/ Hydrants: -f Min. GPM /`" O Required Special Systems: Fire Lanes: Supra Lock Box: ' Haz Mat Info Box: Construction requirements required by Fire Department permit: r"-=r� .mot'l' % �, )"../ G✓� r �� /r'. s ^r-;(9 f / ,/ r1 ^ /L+ /rt f �� ��/ I�f'F��/j �� a'Se" 1 t i ! e .e ‘C<"' • k '--- A%---( C ✓ dei.,✓' Fire •artment notations which s oul� be re - A IS' -4') / � ected on the plans: • G /- <:,4 �'t ,T 4.dl / .4-,4/7 ) e 1.e Ike �r��1`_I CITY OF TUKWILA Department of Community Development = Building Division Phone: (206) 431 -3670 PROJECT: 5 + - } AMR � ��T Q ?(-t)c, C13. T. x' ADDRESS: 1 t o (D DATE: OCCUPANCY GROUP 13 -� OFF C S 4a TYPE OF CONSTRUCTION '°' -)■A LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES TWO FLOOR AREA C> /! Q "t l G OCCUPANT LOAD EXITING REQUIREMENTS 1' F L WR. L.01,1C 'RAN A tilt - r a4 e siA6'P M A`? 1\107 L cl a- CORR(b@ "This CC:AI bs e_ ).1 RAT a t. DETAILED REQUIREMENTS OCCUPANCY ('� TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. CHAPTER 51-10, W.A.C. NOTES PREPARED BY: 6. la . � N I\i G W 6 \ke "Tout_ 22,1 Occ . Lo A is fCO2. oFF ice. , Corar. zet ac., I . 1' Robe_ L.uhct ) CA r s 4 18). gy 104- SkD r J' i 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: to qk CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 February 14, 1991 Bonny K. O'Connor 616 1st Ave. #600 Seattle, WA 98104 RE: Shamrock Center Bldg. °B° T.T. Plan check number 91 -027 Dear Ms. O'Connor: PHONE # (206) 433.1800 After an additional review of subject project, it has been determined that addition information and corrections be submitted to complete the plan review process. Please address the following comments. cam, General Notes to reflect conformance to 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Local Codes. 2. Provide detailed building analysis on title sheet, (Occupancy group, Type of construction, Sprinklers or not, Parking analysis, etc.). 3. Provide an additional site plan with all proposed parking, loading docks, ramps, etc.. Verify on site plan Barrier free parking, curb cuts, signs, and ramps, for this proposed occupancy use. 4. All second floor corridors or halls in the proposed configuration are required to be constructed per U.B.C. section 3305, ( one hour walls and ceiling, 20 minute doors, not greater then 25% glazing per room to corridor, etc. ). This construction is required to continued down through the main entry lobby area. 5. Toilet rooms on the second floor are required to meet barrier free requirements per W.A.C. 51 -10 sec. 511 (a). 6. Proposed showers on first floor are required to be barrier free per W.A.C. 51 -10 sec. 511 (e). Gaiy L. VanDusen, Mayor Page 2 Sincerely, Ken Nelsen Plans Examiner 7. Provide reflective ceiling seismic bracing detail per U.B.C. standard 47 -18. 8. Toilet rooms tile base are proposed to be coved up the finished walls only 3 inches, U.B.C. sec. 510 requires floor finish be coved up the wall a minimum of 5 inches. 9. Provide details or cross sections of proposed fireplace, chimney, chimney support, and show height of chimney as it relates to the roof or any parapets. Indicate method to provide an out side air source. 10. Provide lateral bracing detail for partition walls per U.B.C. sec. 2309. 11. Provide information that shows tenant spaces compliance to all requirements of the Washington State Energy Code. The lighting calculations for the first and second floor offices have been provided. 12. Provide narrative on work operations of proposed shop occupancy, this must qualify a B -2 occupancy use that will not require any special provisions for occupancy separation from office areas or other provisions. Contact me if there are any questions on these comments, 8 :30 a.m. to 4:30 p.m. at 431 -3670. TRANSMITTAL: ►C. /. (11 Cr - T1 ut • PROJECT NAME: TO: ATTACHED: SHOP DRAWINGS: DELIVERY: MAILED: COPIES FOR YOUR USE: FOR REVIEW: PLEASE COMMENT: REMARKS: SIGNED: COPIES TO: CHANGE ORDER: REPORT: PICKED -UP: DATE AS REQUESTED: FOR APPROVAL: COPY OF LETTER: PRINTS: ORIGINALS: DETAILS: SPECIFICATIONS: OTHER: DELIVERED: FAX r DESCRIPTION 1' PROJECT NUMBER: DATE: TIME: ADDITIONAL SHEETS ATTACHED: Edberg/ Christiansen Architects 0.11588M411 Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104 -2258 206/682 -2857 FAX 206/682 -2936 gl DEPARTMENT OF CONSTRUCn AND LAND USE SEATTLE ENERGY CODE GROUP R OCCUPANCY TARGET & PROPOSED UA CALCULATION PORK July 1990 Instructions: See reverse. PART I: CALCULATION OF TARGET AND PROPOSED UA For Target UA, complete worksheet on reverse first For Proposed UA, use U values from reverse BUILDING COMPONENT DESCRIPTION Tara o / ceilin g area Elec. resistance (R -38): Elec. single - rafter, joist- vaulted (R -30): Gas, oil, heatpump(R30): Skylight: B. Rronosed roof /ceiling area Insulation value: 111 Insulation value: R- Skyl ight model > Tvpt,c,1 - arget floor area over unconditioned space All fuels (R -19): D. proposed floor area Aver unconditioned space Insulation value: R -tl Insulation value: R- . Target glazing area Electric resistance: Gas /oil AFUE=0.65; heatpump HSPF =5.6: F. proposed glazing area Mfr. /model: 1 -AR / ea'e ‹‘ r� Mfr. /model :� Mfr. /model: Mfr. /model: Mfr. /model: Mfr. /model: Mfr. /model: G. Target opaque w area All fuels (R -19): . H. proposed opaque wall area Insulation value: R.- If Insulation value: R- Insulation value: R- Insulation value: R- . Totals: Project Address:1344 s 47 ? V t �� Date of this submittal: Project Number:600n Permit Number: TARGET UA U -value x Area = UA Use TRCA 0.026 x sf= UA 0.035 xsf= UA 0.035 xjC lrI s f =i;46, . LUA 0 sf= Q UA Li"- Use TFA 0.055 x// /42 sf =b /2 .&UA Use TGA 0.56 x sf= .' 0.71 x281S sf= .r,UA Use TOWA 0.062 xG'W sf =.QUA Targct0 Sit sf3537 .oUA 3 /x/11 PROPOSED UA U -value x Area = UA o.o3i xI634 sf= .4,UA x sf= . UA 0.711_ x sf= I�q .2.UA O .ors x1I,M42 sf= /2 .S,UA . x sf= . UA . 445 x 10 3 sf=6 .1UA x sf= . UA x sf= . UA x sf= ._UA x sf= ._UA x sf= ._UA • x sf= . UA D•D x�7 l'sf =44o.�UA x sf= . UA x sf= UA • x sf= . UA Prop .A t 7 s f2,04.EIJA For compliance: (1) proposed total area shall equal target total area; (2) proposed total UA shall be less than or equal to target UA. Opaque walls R-11, metal studs: U =0.14 R -11, wood studs: U =0.08 R -19, metal studs: U =0.11 R -19, wood studs: U =0.062 Detailed Instructions Roof/ ceilings Floors R -19: Uax0.055 R -30: U =0.035 R -38: U =0.026 R -49: U =0.020 5'10(0 - 151 i'l -tom • r • `j • • t .RGET HEAT LOSS WORKSHEET ( Complete.this•worksheet and insert appropriate values in Part I. • Gross conditioned . floor area (GCFA) , heated areas only: 161329 sf Gross ext. wall area (GEWA), incl. windows but not doors :8051' sf Target glazing area (TGA) • = ,W GCFA) x (0.15) = 7,.�ej b sf Target opaque wall area (TOWA) = ( GEWA) - (2 f/1 g TGA) = 51(n 1 - sf Target roof /ceiling area (TRCA) , gross area includ.skylights = pI & ' sf if electric: single- rafter, joist - vaulted= sf; other= sf Target floor area (TFA), over unconditioned space, not slabs = 01¢2 sf U- VALUES Use these values in Part I unless alternate values are substantiated. R -11: U =0.08 R -19: U =0.055 R -30: U =0.035 INSTRUCTIONS FOR GROUP R OCCUPANCY TARGET & PROPOSED UA CALCULATION FORM General Information This form is recommended for demonstrating compliance with the building envelope requirements of the Seattle Energy Code when the component performance approach is used. The prescriptive approach is the easiest option for complying with the Seattle Energy Code. If the prescriptive approach is used, then this form does NOT need to be completed. When using the component performance approach for compliance, a copy of this form (or equivalent) shall be attached to the drawings submitted with the building permit application. If you have any questions, please call the Seattle Department of Construction and Land Use at 684 -8860. Target UA: First, determine areas to use with Target UA calculations using the worksheet on this side of the form. Then, enter values for TGA, TOWA, TRCA and TFA on the line for the appropriate space heating system type (electric resistance vs. gas, oil or heat pump). Next multiply the U- values '(Btu /heft •F) by the Component Areas to determine the Component UA (Btu /hr•F). Then, add up the square footage and the UA to determine the Target totals. (Note: Doors are excluded now but will be included in 1991.) Proposed UA: Enter manufacturer,• model number and U- values,for each, different glazing product, including skylights. (Drawings.shall also contain a schedule listing all this information.) Enter.R- value,of insulation for opaque wall, roof /ceiling and floor. ; Insert corresponding U- values from Table on this side of the form. Enter areas from drawings submitted with the building permit application. Next multiply U -value by Component Areas to determine Component UA. Then, add up the square footage and the UA to determine the Proposed totals. Thu structure complies if (1) the square footages on line I are identical and (2) the Proposed Heat Loss total on line I is less than the Target Heat Loss Also, slab -on -grade perimeter insulation shall be a minimum of R -7. DATE CITY OF TUKW LA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME %%�� . (?( ADDRESS 7 /< c 3 7 -7 /C. CONTACT PERSON /G?�I ` / hi ARCHITECT OR ENGINEER 4,0 / SHEET NUMBER(S) "Cloud" or highlight all areas o SUBMITTED TO: PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 416 o and date revisions. i 0 1 r9TY OF UKWILA MAR 7 1991 PERMITCENTER PHONE j/ _ i► A er1W(...dA • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: DATE: arnrn Ce Vn 4 Ve\O 6300 Bouthcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: 2- 2. ,`_ L-)`:6,:k.v\ Cr- - t -cft A bra m N A C'c �e� ff f F' S r P W1 r r v Yvn e v\-(- I t='(-1 -e r, .9 <3.11[1 cn lot N 0 p t L) i 4-U< h n kj C1 C okr■ krt t-v G - tVc riAS6 Cc -k,`\ 4 r&sIc oh h 3 c^> r),\0(), ) •l b Gv`r■pY ckf rec(u i re vv r 1 F - I �P ir] C v r - ti-t c e- o1... UU secuu �laor, ck M � �� w 6_5 ` e_s , y V cp-\ -1o.1.s i �� l�� (AA Irov1 � CtL J sr) wt e i t. C'G.c,S rr, -, re, r iu \ J r-A- - rr j t 1 - I 1 „ (J_ tAO T -. )e AIL 4 . ..1-n U , r� ;G i 5 (p t. J MPtek. C�BokNI c..) eu._. l zC \t - rtc - r CALL/-1) ,2a1- To r►. . ,mss 6i•S -o MAL 9 c ).,ti trbutc(e 't� c0 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: DATE: arnrn Ce Vn 4 Ve\O 6300 Bouthcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: CITY OF TUKWILA 6200 SOUTRCENTER BOULEVARD, TUKWILA, WASIIINGTON 98188 January 23, 1991 Bonny K. O'Connor 616 1st Ave. #600 Seattle, WA 98104 RE: Shamrock Center Bldg. "B" T.I. Plan check number 91 -027 Dear Ms. O'Connor: PRONE It 1206) 433.1800 Gary L. VanDusen, Mayor After an initial review of subject project, it has been determined that some change be made as to how proposed work be submitted. Please review the following comments that will hopefully explain this determination. 1. Much of the proposed tenant improvement, creates a direct revision to the presently permitted building " B " structure. For this reason, we request structural changes be submitted as a revision to permit number 5977, using Edberg Christiansen Architects drawings. The tenant improvements could be submitted on its own, using Emick /Howard and Associates drawings. 2. Edberg Christiansen is listed as the architect of record on tenant improvement application. Emick /Howard and Associates drawings must be stamped and signed by Edberg Christiansen or a change be made of the architect of record. 3. Christiansen plans presently submitted to subject T.T. have had details and information removed and replaced with other details, ( examples are on sheets A -2 and A -6 ). Some of this information relates to building " B " and some to Building " C ", these details must not be lost in this process. Provide a method to avoid losing information related to projects. 4. Please note all structural changes will be reviewed by our consultants. Additional permit and plan check fees would be charged, based on the difference in the value of construction and a credit could be given for the reduction in cost of the T.I.. Page 2 Contact me if there are any questions on these comments, 8:30 a.m. to 4 :30 p.m. at 431 -3670. Sincerely Ken Nelsen Plans Examiner I r GENERAL NOTES ALL WORK AS S -OWN ON THE CONSTRUDTK>+N DOCUMENTS ARE PER THE 1988 UNIVERSAL BUILDING CODE AND ALL OTHER CAGES .AND ORDINANCES AS AOOP TED BY THE CITY OF TUKWiLA R IS THE INTENT OF THESE DOCUMENTS TO COMPLY THERETO WORK PERFORATED IN VKXATION OF LOCAL CODES CR ORDINANCE.^. S)iALL BE CORRECTED A T NO EXPENSE TO THE OWNER. 2 ALL WORK SR L1. CONFORM TO PROVISIONS OF APPLICABLE LOCAL CODES 3 CONFi..TCT :J CASE OF ANY CONFLICT WHEREIN THE MET)iOOS OR STANDARDS V INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EO1AL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR THE ORDINANCES SHALL GOVERN. NOTIFY THE DEESAINER OF ALL CONFLICTS. 4 CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON JCB SITE AND NOTIFY rOESIGNER OF ANY DISCREPANCIES AL_ DIMENSIONS ARE FROM FINISHED FACE OF PARTITION. OR FROM FACE OF EXISTING UNLESS SHOWN AS CJ_EAR. 5 DO NOT SCALE DRAWf'K3S. THE CONTRACTOR SHALI. USE DLLIENSICNS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREME''JT NOTiFY THE DESIGNER IF ANY DISCREPANCIES ARC FOLIO 6 ABBREVIATIONS'. THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE THE LiST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDIT KJNS OR MATERIALS ACTUALLY USED ON THE PROJECT THE DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION 7 EACH CONTRACTOR SHALL BE RESPONSIBLE FOP. VERIFICATION AND COORDINATION WITH OTHER coNTRACTORS TO SECURE COMP! LANCE WTiil DRAWINGS AND SPECIFICATIONS 8 PROVIDE F IRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS. INLETS OR DUCTS PENETRATING FIRE RATED A:.SEW8UES, ENCLOSURES. WALLS, FLOORS. OR SURFACES. AS REOUIRED BY FIRE DEPARTMENT. 9 THERE SHALL BEN() EXPOSED PIPE. CONDUITS. DUCTS. VENTS, ETC ALL SUCH LINES SHALL BE CONCEALED On : -I BRED AND F:N■S1 4E 0, UNLESS NOTED OTHERWISE AS EXPOSED CCiASTRUCTiON ON DH2AWINuS. 10 CFFCE T STUDS WHERE REOUIRED. SO THAT FINISH WALT. SURFACE WILL BE FLUSH. UNLESS NOTED OTHERWISE. PROVIDE FURRING AT EXISTING WALLS AS REOUIRED TO INSTALL. ELECTRICAL ITEMS AS INDICATED OR THE DRAWINGS CONTRACTOR SHALL OOTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTATS, LIGHT SWTTHES, ELECTRK:AL WALL OUPLEXES'IFOURPLEXES ETC... LOCATIONS NOT. DIME1' 5IO' ED OR INDICATED ON PLANS 1: DOOR AND CASED OPENINGS WITHOUT Loc.AnoN DIMENS)cX S ARE TO BE SIX INCITES FROM FACE TO ADJACENT NAIL OR CENTERED BETWEEN WALLS. • 13 ALL WCX00 USED ON THE J:OB SHALL SE F.RE- TREATED. 14 ALL EXIT DOORS SHALL. BE OPENABLC FROM THE. INSIDE WITHOIi i USE OF KEY OR ANY SPECIAL KNOWLEDGE LEDGE OR EFFORT. 15 ALL REOUIRED EXIT SKINS SHALL RAVE LETTERS SIX INCHES HIGH MNRAUNI AND SHALL CONFORM WITH APPLICABLE COOES. REFER TO ELECTRICAL. DRAWINGS FOR EXIT SIGNS. 1G. PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA GALVANIZF.D SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WA.U. -HUNG CABINET WORK AND PANELING WHERE INDICATED QN DRAWING AND ALL OWNER PROV'DED ITEMS - SEE INTERIOR ELEVATIONS SHEET A•S 17 ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH DESIGNERS CONTROL SAMPLES AND REQUIRE DESIGNERS APPROVAL PRIOR TOINSTALLATICIN DESIGNER WILL SPECIFY SHEEN FOR ALL PAINTED SURFACES AT TIME OF CONTRACTOR SUBMITTALS 18 CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL. ITEMS RECX;IRINu CUSTOM SHOP FABRICATED WORK SUBMIT TO THE DESIGNER FOR APPROVAL. 19 CONTRACTOR SHALL PROVIDE HOISTING FOR ITEMS FURNISHED BY OTHERS DESIGNER WILL FURNISH A LIST OF SL1r..H R EMS FOR CONTRACTORS USE AND COORDINATION. ALL F T IC (FUP.NIS4ED BY TENAMT, INSTALLED BY CCt4TRACTOR) ITEMS TO BE DELIVERED BY OWNER TO DESIGNED AREAS FOR HCISTING). 20 AI.L PARTITIONS, I.M ESS OTHERWISE. NOTED, SHALL 13E CONSTRUCTED WITH 21.2' METAL STUDS AT 24' O.C. WITH 5.6' TYPE 'X' GYPSUM 21 CONTRACTORS SHALL GUARANTEE ALL WORK AG IF ST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION AND ACCEPTANCE. FAULTY WORK Sr4.4U BE REPLACED Of REPAIRED AS REQUIRED 22. ALL FEATURES OF CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE OF TEE SAME TYPE AND CHARACTER SHOWN FOR SIMILAR CONSTRUCTION 23. CEILING HEIGHTS ON FINISH SCHEDULE APE FROM FINISH FLOOR TO FINISH CEILING. Project DA1ag JURISDICTION: 1:iUILDINLG coon: XOIINs: SiileNIC ZONE: OCCUPANCY: CONSTRUCTION TYPil: SITS AREA: lI_iera.N Ate EiUILDN 'A': QUII.DNNeli 'e': PIRST PLOOR: ACT PLOOR: DUILD1Nd 'C': • TOTAL.: 1.31114 SP COYsRAGM ahROS6): 1t�f, E'Alrt+ . RIM AM DUiLDING 'A': 19911 SR 9 II1;DO ®x 10 STALG.S EIU ILP iNCr 'LL': PiRST P60OR: SUCONO PLOD: owl-DING 'C': TOTAL, f'ARK1120Vi1U CITY CP TUKWILA Alma 3 Y•N, 6PRiNC.LIBRICI 199,100 OOP 44. 1991+ tisP 14848 SP, 431'41' PRRIPINTI R $616 SP, 401'- 1 RINtlrrTls3R 13,649 SP, PilielmwriFe Robb SP • 210.1'C"-0 a r? STALLt3 1063 to • MOM a It STALLS iiS,616 Si' a 1.611000 a 11 STALLS 23,699 SP • 1/1000 a 24 STALLS t2 STALLS 84 STANOARD STALLS 3 HANDICAP STAL,{.6 is TRACTOR/7RAI1.11I1 ._. . ' -k r' fi r.?: _ _r':_ . . -• _YA' ✓ "_:•1 ABBREVIATIONS ACOUS. AC'r ADJ. i A.i'. Cll. f4 K U1. CL O C CLKG. COI.. CONC. CONST. CONTR. CPT. C.W. DEPT. LET. DIA('. DIA. :JIM. 'DWG . ELEV. ELEC. E0i'T Ex I.T. !'.:.(. 1'iN. FL. F.O.I.C. Il.. I.w.Li. ID -WI :. w . NCB. INCL. iNTR. IT. .AM. ..Tc.. ACOUSTIC: ACOUSTICAL, ACOUSTICAL TILE ADJUSTABLE: ADJUST ACCESS PANEL APPROVED i He 1 TE:CTURAL BLOCK: BLOCKING BUILDING CENTER LINE CAULKING COLUMN CONCRETE CONSTRUCTION CONTRACTOR CARPET COLD WATER DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DRAWING ELEVATION (BLDG): ELEVATOR ELECTRICAL EQUAL EQUIPMENT EXISTING FURNISHED b INSTALLED BY OWNER FINISH f LOOK FURNISHED BY OWNER, INSTALLED BY CONTRACTOR GLASS: GLAZING: GLAZED GYPSUM WALL BOARD HARDWOOD NEIGH: HOT WATER INCANDESCENT INCLUDE INTERIOR JOINT LAMINATED: LAMINATE LIGHTING LIGHT pavII MAx. M1'I1. 1t: El I';C. MTD. MTL. n .T.S. J. C. I'T. PART. 1'. P. i,. Pl.. 1'. LAM. 1'l.. . 0.T. It. U. RF :E'. RI :,'D. R L': . S. SECT. 5 H T . SIM. SPEC. SST. S'I'D. STOR. STRUC. 5 U iF . SW TEL. TEMP. TYP. VAR. V.C.T. VERT. V. I'. W.B. W.C. WD. WT. .0111.110•11111111•11....... 4111111111110•011011MMIIIIIIIIMMIN10110••• >1M46•414~.44,. MATERIAL MAXIMUM MANUFACTURED MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT IN CONTRACT NOT TO SCALE ON CENTER PAINT ' PARTITION POLISHED PLATE: GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE: RUBBER BASE REFERENCE REQUIRED REVISED: REVISION ROUGH OPENING STAIN SECTT :t SHEET SIMILAR SPECIFICATIONS: SPECPUID STAI ?:LESS SIEEL - STANDARD STORAGE STRUCTURAL SUSPEND: SUSPENDED SWITCH TELEPHONE TF.MPEEED TYPICAL VARIABLE: VARIES VINYL COMPOSITION TILE VERTICAL: VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WOOD WEIGHT SYMBOLS VICINITY MAP I X41 2 nS+ i: t '1 f f'4 t 's, = EIE .1,....r.' , , 4'. ST M ! ty :1r'. J :»- `� • .6,,.. rj .- . 5 -i M J -- if " J• ••e '�•, .... p ...y» ELEVATION NUMBER SHEET ON WHICH ELEVATION APPEARS SECTION NUMB :iI SHEET ON WHICH SECTION AE'PEAR DETAIL NUMBER SHEET ON WHICH DETAIL APPEARS REVISION NUMBER POINTS TO R E V I S I O N ROOM NUMBER _ r.1.0 .„ s , 're- i t/ rIS 6 i ll iv E -/,, _ Al e-- a ST_ 1'I I- . [ 0+ T. 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FINISH PLAN, FIRST FLOOR FINISH PLAN, SECOND FLOOR SEPARATE PERMIT AND AFt'ROVAL REQU4 CEO Plan %ieC }: t3pPr °`' is ;;i t- 'itir18 , rstan ,� .1� rr fissions i„ , 1 afro; an ` :,l Co '• SLIDIeC not iGLTLI10ilZe the \ RBt;i 'P t cars does o rdinanc e. ;�no� t . ) Gov tiact cop" oT coved plans ac tractor's �Gy app - � Ernick /Howard and Associates. inc. 205 Marion Street 2061682 :1516 By Data Permit TITLE SHEET RECEIVED CITY OF TUKV`IALA 1 8 iPERMTCENTER 0 ' C', Ik. z w iE U.1 ocs Z u 00 C CC 00 gi .,.a r) ti t.I I1 E N r - r--- r t „' } t _) i : i \ J ..rt7r"c-.2,3 !llltt[1111[itttttttLull • _� IE I.'S/ II II � • - • • . - t 5 • .:•; P .1)I ' i LC/Orly - VENDING . 166:14 EL; V MEN VVOM N Si- -1 OWE c` S(,)AAG}_. 1111 iJ4nf:ii I \'1 F i RR "T FLOOR PL .t�M /IV.it.'A'NI X, y. �w (pgyppJO,.�gp,61�1Y.ifJi7l�L. Mir' X. 7�774KV7WJ�lrtF/ 1W, fAhlYt:% YlJV1�IA .{.HV%4F::V.LC:YiN+RhfONJdII a M. 4 ROLL-IN SHOWER r ;! 1'Z -O L j j 11.; SHOWER COMPARTMENTS Seated. The required shower compartment can ac- commodate a person in the standing or sitting posi- tion. When provided, a seat must told out of the way to allow clearance for the standing person or one seated in a wheelchair. Since the person in the wheelchair who can transfer may prefer to use the folding seat, there must be sufficient maneuvering space for the wheelchair to approach the seat. Be- cause the wheelchair does not fit completely inside the required compartment, water splash and drain- age must be controlled by means other than com- partment enclosure. It is recommended that the compartment be made large enough for the wheel- ADJUSTABLE HANDHELD SHOWER HEAr ON FLEXIBLE HOSE_' CONTROLS ON SIDE WALL•REACHASIE FROM SEAT LEVER FAUCET SOAP DISH LEVEL GR..TING AT FLOOR. IN RECESSED DRAIN PAN O MOTHS INCH 1 2 3 •1INOBSTRU(. *ED Ft OOR SPACE - ' - ' v --' / I I I 11 chair. While the '12 inch threshold is allowed, it is not recommended unless it is impossible to provide drainage by sloping the compartment floor. The following diagrams show some of the preferred configurations which allow for alternative access, shape, and fixture arrangement. While both tub and shower are shown as interchangeable, the shower's preferred, since it allows direct wheelchair access. In the roll -in shower a se :dal shower chair Is gener- ally used. The transfer shower is specifically de- signed to accommodate possible balance and reach problems for the seated user. 38_min. ^ TRANSFER SHOWER " 511 (e) Shower Areas Sec. 511 (e) Shower Areas. In other than Group R, Division 3 and Group M Occupancies, shower facilities shall be as follows: Where showers are provided, 2 percent, but in no case less than one, shall be accessible. An accessible shower stall shall have one of the following configurations: 1. 36 inches ray 36 inches, with a seat, or 2. At least 30 inches by 60 inches. without a seat. Showers equipped for disabled persons shall have a slip - resistant floor surface. Where stalls are used, a grab bar a minimum length of 27 inches and 11/4 to 11/2 inches in diameter and 11/2 inches from the wall shall be mounted 33 inches to 36 inches above and parallel to the finished floor, centered behind and beneath the shower head. A grab bar shall be similarly mounted at one end di, and at right angles to, the above grab bar. These bars may be ioined al the corner. The water control shall be lever operated, and mounted 40 inches above the finished floor of the shower. Provision for the a;Yachement of a hand held shower spray on 60 in, ..h long flexible hose shall be provided. Temperature of water discharged from the shower 'head shall not exceed 120 degrees Fahrenheit (49 degrees Celsius). A recessed soap tray shall be placed at a height of 40 inches above the finished floor. in every ac- cessible shower stall 3 feet by 3 feet, a full - depth seat shall be provided, mounted 16 to 18 inches above the stall floor. The seat shall be capable of supporting a . 300 pound five load without permanent deflection. slope Thresholmare ds than shall 1 in be 2. flush, or beveled with a maximum edge height of 1/2 inch, and shall not EXCEP7lQN: In Group D. Division 2 Orc panties, for the 36 inch by 36 inch slot.. the threshold may be 4 inches in hergh;, provided that the scat extends to within 2 inches of 'h,, ou(ir• face of the stall, , ,A,,,,-`,..... IIII1II 1 !ills{ Ilia 1 1111111111( 11111111111111111111WilIIlii; IIIIIIIIIIIIIIIIIi jI:ili 4 5 6 ? 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 51 OC 67 se CZ 9Z SZ 4 j3 CZ Zz LZ Oz 61 CI LL 9t 91 4I CI zl Ll p i, 6 9 G 9 S t' C Z I '" O hIffiIillli! 111Ilill !Ilililiill!I!�!I!IIIlIlill;l 1!i!di! fill' !!!I!l1111IIii!!!1' III!! !I!! !I!I ilil l!!! Ilill!! i III! Illlli�l! I; I MIIlI!�1lI! Illli�iill!!I!! ; i11 111lIII I!ll! 1 11II, l01: 1 'II!I�!III!tllll!Il�!!!11111 IIII�II'I�! II i I .III PARTITION NOTES „" THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION f`N DRAWINGS. OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALL SURFACE WiLL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING WALLS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE OR ADJACENT WALL OR CENTERED BETWEEN WALLS. ALL WOOD USED ON THE JOB SHALL BE FIRE - TREATED. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWING AND ALL OWNER PROVIDED ITEMS. 4 '.t. PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 2 1/2° METAL STUDS AT 24" G.C. WITH 5/8" 1 YPE "X" GYPSUM WALLBOARD EACH SIDE. PARTITION L7GEND IJI {II'('I II IIi�illll�I{ l!lillil II' I! IIIiII�III1 9 10 11 MADE IW OERMAHY 12 0 TENANT INTERIOR PARTITION 5/8" TYPE "X" GWB BOTH SIDES FROM FLOOR TO UNDERSIDE OF HUNG CEIUNG. TENANT SOUND PARTITION: 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO UNDERSIDE OF HUNG CEILING. 4' -0" WIDE ACOUSTICAL BATT INSULATION CENTERED OVER PARTITION ABOVE CEIUNG. FULL HEIGHT PARTITION: 3 1/2" X 20 GA MTL. STUDS @24' O.C. WITH 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SOUND PARTITION: 2 1/2" MTL. STUDS @16" O.C. WITH 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO +8' -6 ". PROVIDE 2 X 12 CEILING JOISTS @16" O.C. WITH 5/8" G.W.B. CEILING @8' -6" AND 3/4" PLYWOOD ON TOP. ===11=7:= LOW HEIGHT TENANT PARTITION. -- -- --- FULL HEIGHT 1/4" TEMPERED GLASS RELlTE WALL PARTIAL HEIGHT 1/4" TEMPERED GLASS RELATE WALL - SILL @+36" AFF. PARTIAL HEIGHT 1/4" TEMPEPED GLASS RELITE WALL - SILL @ +5' -9" AFF. BUILT -IN CABINETRY - UPPER CABINETS. A A BUILT -IN CABINETRY. FIRE EXTINGUISHER. NOTE • Erliick /Howard and Associates, inc. 205 Marlon Street 206 /682 -1516 KEYNOTES CENTERLINE OF COLUMN AND PARTITION. 3 A 2 CENTERLINE LIGN FINISHED S OF i= XTERiOR URFACES. MULLION AND PARTITION. 4 . AUGN AT CORNER 5. PROVIDE B/S COAT ROD AND HAT SHELF. 6 '':N. FURR -OUT FOR MECHANICAL / ELECTRICAL 7. .RO'VIDE B/S KITCHEN SINK. 8 . PROVIDE B/S BAR SINK. 9. .'ROViDE P,S PLUMBING - H., C., W. AND VENT. 1 10, PROVIDE COLD WATER LINE AT +45" AFF. 1 . PROVIDE B'S IN HOT. 12 . PROVIDE P -LAM B/S BASE AND OVERHEAD CABINETS. 13. .PROVIDE B/S 1" TH X 18" L. . ADJUSTABLE SHELVES. 14 . - PROVIDE P -LAM WORK SURFACE WITH KNEE CUT OUT SUPPORTS BELOW. 15. PROVIDE 30" H. F3/S P -LAM BASE CABINET. 16 . PROVIDE 4' X 4' X 3/4" NON - COMBUSTIBLE PLYWOOD -MOUNT TOP @ +5' - 9" - PAINT TO MATCH WALLS. 11 PRPROOVIDE VIDE 1 LIS 1i7." DIAME:�TER GROMMET, VERIFY LOCATION IN FIELD. DiSH 19 . B/S LAV., WC., & ACC ESSORIES. 2 0 . PARTIAL HEIGHT RECITE IN INS WOOD FRAME, SILL @ +36' TO CEIUNG. 21 PARTIAL HEIGHT RELITE IN B/S WOOD FRAME. SILL @ +5' - 9' TO CEILING. 2 2 . PROVIDE WHITEBOARD. VERIFY SIZE AND LOCATION. 23. PROVIDE DISPLAY RAIL @ + 36 ". 24 . PROVIDE MiNI- BLINDS. 25. PROVIDE P -LAM FILE ENCLOSURE. 26. PROVIDE P -LAM BOOKCASE UNIT. 27. PROVIDE 1" TH X 11" D POLY ADJUSTABLE LIBRARY SHELLING. 28. PROVIDE SIGN ON DOOR: " NOT AN EXIT'. 2 9 . 'ROViDE 3' X 3' SHOWER ENCLOSURE. 30. PROVIDE 12" DPP -LAM PHONE COUNTER @ +42 ". 31 . PROVIDE 10" DP P -LAM COUNTER @ +42" W/MIRROR ABOVE. 32. PROVIDE 181 4'W X 15 "D WD BENCH. 33 . ROViDE COAT HOOKS @+-60". DOOR SCHEDULE 5 bs L E.SS 07)4ERWISE NO1''£D a. b. c. d. e. t. 9- h. DOOR . NUMBER --- TYPE OF DOOR J. L. A. B/S 3' -0' X 8' -4" S.C. WOOD DOOR IN B/S WOOD FRAME. PAIR OF TYPE "A" DOORS. 3' -0" X FULL FIT. BRITE -VUE 3/8' CLEAR GLASS DOORS, BV-250 FRAME, BV -3 HDWR., TYPE P, SWING 3 & 4, W/CONCEALED TOP CLOSER & SATIN STAINLESS STEEL FINISH, LOCK IN BASE RAIL. 3 " -0" x 8' -4" S.C. WOOD 61 -FOLD. DOOR IN B'S WOOD FRAME. E PAIR OF TYPE 'D' DOORS. F. 3' -0" X 8' -4" S.C. WOOD, 20 MIN. LABEL DOOR AND FRAME ASSEMBLY. C. 4' -0" X 8' -4" S.C. WOOD DOOR IN B/S WOOD FRAME. 3'-0" X 8' -4" POCKET DOOR iN B/S WOOD FRAME. PAIR OF TYPE 'H' DOORS. PAIR OF 2' -6" X 8'-4" S.C. WOOD BI-FOLD DOORS IN B/S WOOD FRAME. K. B/S 2' -6" X 8'•4' S.C. WOOD DOOR IN B/S WOOD FRAME. 7-0' X 8'-- 4' - S.C. WOOD BF-FOLD DOOR IN B/S WOOD FRAME. B. C. D. H. HARDWARE 1315 LOCK$L T AND CLOSER. 8/8 LOCKSET. B/S LATCHSET. L3/ i LATCHSET AND CLOSER. EYS DOL. DOOR HARDWARE w/LOCKSET a CLOSER 8/8 81- FOLD HARDWARE. WARE. e s POCKET DOOR HARDWARE 113/5 LATCHSET i& MOSER WALIAG TLC HOLD-OPEN ON PROD. OF O MEUST. LET• ALL DOORS. DOOR FRAMES & RELITE FRAh,MS TO BE STAIN GRADE MOD. . c : \ \ .I V.. RECEIVED CITY OF 11 IKWiLA JAN 1 8 1.. PERMITCENTER PARTITION PLAN - -FIRST FLOOR I 0 z w � IN Imo' 006 C LU oge 0c.. cr r • rn I I 2V BUILDING SETBACK 15' STREET LANDSCAPING LINE PROPERTY LINE 194.4 • 15' DEDICATED RAlU. LINE (EXISTING) STREET CENTEERL!NE SITE ALAN SCALE: 1" 30 PROPERTY LINE 194.41' N 49 43' 00" W ISM flail N -49 °43 W 0 18 THS INCH 1 2 3 — DEDICATED I ACCESS EASEMENT - -- 1 in u 9 I e0 30' -0:' II 1T -0" .,d f'ROPE TY L I NE 366.gg' N 45° 36' 45" !I) (I8) 10' x 28' PARKING STALLS LANDSCAPE— I NEW FIRE LANE TO REAR OF BLDG. REMOVED FIR'S DEPARTMENT TURN - AROUND. PROPOSE, . BUILDINfb B 25' B ILDING SETBACK EDGE OF STRIPED LOADING DOCK CiTY OF TULKWILA STANDARDS. r 15' STREET LANDSCAPING LINE 201b5' 42 PROPERTY LINE 40234' N 49 43'00"11.1 • 5' -0" CONCRETE WALK TYP. --- --- SEE FLOOR PLAN 4\ FOR LOCATION OF HANDICAP CURB CUT AND SIGNAGE. -- 11,V -0" — 1.. 4'- 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this netice it is due to the quality of the priginal document. 1E-NEW CONCRETE- RETAINING WALL. LENGTH AS REQ'D. • THIS PLAN 15 INTENDED TO SHow NEW CONSTRUCTION 70 BE COMPLETED UNDER 4 THIS CONTRACT. ASPHALT PAVING CURRENTLY EXISTS $ TO WITHIN 10 FEET OF ce THE PROPOSED BUILDING. REFER TO PLAN BELOW FOR CONSTRUCTION. ti \ SCAPE EDGE OF LOADING D \\ \ �+ NC. ) • )( W A' )1 .v ..' ...;. . �. t .i i.. � -�. r �..... : - rte• ,i.. .'.� '....:.;. J ..r 1. . r. F- ,.r. :g. 3 ✓ .,. 5 . L z rr -% �' _.Cu .s y -J°" *- I' �III�I lli�IJIIIIl�If' I' 1I: �1' 11�1�1 +'ll�l;ll!`I�I�I�i�I�IIIIIJI IjII'J�IIII lJtIlf IJI t I I'Ijl(l�lll�ilI I�! 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DEPT COMMENTS D ATED 2/1 J <, SITE PLAN Scale I" = 30 Da to 12/1/89 Comwn.No. In Charge RLC Drawn By Checked Sy M.J1T-I "R 2 /architecture & Planning 616 First A1enue, Suite 400 Seattle, WA 98104•.2258 206/682 -2857 80489 Al { ( T) (b), I-' X> t-.. -. Ki rCHEN LUNCH iu3 j YP•Ier 4!ti GP I U. I-fT: .rw w• lI+•- i .w•rntr .ww +w wwn�.nr rr %LP PHONE= L1tL1J LOBBY L4..,,, 'VEN[)iNG :SHOWER II Tt MEN WOMEN SHOWER L� :tO STORAGE MACH.FRM. ; .fit a FIRST FLOOR PLAN ' ..• 7 Gtl 7 �Y�Y1�fieY•+ t► ilf lRi tl.7aW��nR'S[•�O•t+N1�'gY. 7. SHOP i [j. S i —c===.71 i:' Es: l_: PO t'4. r l 9 • - ter :rS,? �1 LIGHTING LIGHTING LEGEND B/S SINGLE SWITCH BPS DIMMER SWITCH B/S 3 -WAY SWITCH GWB 2' X 4' FLUORESCENT 2' X 2' FLUORESCENT RECESSED INCANDESCENT FLUORESCENT STRIP -40 LF • SKYLIGHT LOCA PION - CONTRACTOR TO VERIFY DETAILS WITH ARCHITECT. ,�i_�FiTiNG C�1�CUIAT906V� 23 EA. 3EA. 17 EA. .. r fY �•. _J,. fir � - 11111111 '11 IIIJ11I1Ijl1l1 .111!�111 i 3 0 1d THS INCH 1 O C 63 e �Il111111! • _. ...wry Y : • I' � I� re fi w • r .., } y t , >, ( S `C• iY _ N J 'J� �i � . .. 1.` • ......: � {.. • 11111111If Il111(111I111f 11111111';,J111f111J11, 11111111111111111111111 `1111111111111 11111111111 I 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the origina.l. document. h.Z 9z sz 4 72 CZ az tz OZ 6t tat !.t 9t ; t tit CI zt tt 01, 6 8 4 9 f l ' I � I � � I I ,,,, , .. ,_ ,.. , : �.���!.,� ,,,�, , -, I ! ill.!, , J! III11 { !III! Ilf, I.,,11 ,! Ilil�i,�li ,l,!�iLi_I�1I�111! i:llll,.i,fiii!11!, ! I! I�illll!!il1!!!I�Illi�!!lil!!!! 1 1111111111!JIjI 1I If11111111111111111111 10 11 M 12 G , e z t ww0 Ilill!1!IIII!II!!!111!.!!h!f III{il!!I111111I ?{111111I� f3 Z ' - .K ;c,` PROVIDE FIRE DAMPERS AT AU SUPPLY AND RETURN AIR OUTLETS, INLETS. OR DUCTS PENETRATING ARE RAT[ D ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES. AND AS REOUIRE i) BY FIRE DEPARTMENT. CONTRACTOR SHALL. OFITARN APPROVAL FROM DESIGNER OF ALL THERMOSTATS, LIGHT SWITCHI XS, ELECTRICAL WALL DUPLEXESIFOURPLEXES, ETC. LOCATIONS NOT DIMENSIONED OR INDICATED ON PLANS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTEFIS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO ELECTRICAL DRAWING FOR EXT SIGNS. CEILING HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH FLOOR TO FINISH CEILING. LIGHT SWITCHES INSTALLED A/ 40" HIGH PLACED 2 OR MORE SWITCHES IN A HORIZONTAL UNE. B/S 7 x 4' FLUORESCENT FIXTURE U B/S 2' X 7 FLUORESCENT FIXTURE 0 B/S RECESSED INCANDI SCF_NT DOWNL'G U B/S RECESSED INCANDESCENT WALLWASHER E;a INDICATES 241-LOUR FIXTURE FLUORESCENT STRIP UNDERCOUNTEN LIGHTING HARDWIRED BY BUILDING ELECTRICIAN 8/S EXHAUST FAN 11 LUM1NATED EXIT SIGN DIRECTION OF ARROW PACIFIC ROLLING DOOR CO., COUNTER DOOR WITH CURTAIN SLATS: CLEAR ANODIZE ALUMINUM; #PFC -20; MANUALLY OPERATED: OPENING: 8'•0" X 5' - TO BE VERIFIED IN FIELD. ARMSTRONG SECOND LOOK II; #2767B WHITE; 9/16" SCORE; 24" X 48" X 3/4 TEGULAR LAY -IN WITH PRELUDE 15/16" GRID. ARMSTRONG TEGULAR CIRRUS #584; 24" X 24" X 3/4" ANGLED TEGULAR LAY -IN WITH PRELUDE 15/16" GRID (FOR OFFICE #206 ONLY). BID ALTERNATE :fO ARMST G ECOND LOQjfl ARMS i HONG PERFORMANCE CLOTH -FACED FIBERGLASS #3101; 24" X 48" X 3i4" LAY -IN PAINTED NUBBY WITH PRELUDE 15/16" GRID. FIRST FLOOR OFFICE AREA -2,864 SQ. FT. X 1.7 ;NAT T S/SQ. FT...4,869 WATTS ALLOWED @ 115 W ." 2,64 5 W @ 95 W 285W @ 75W >4 1,275W @1 OW VW a 400 r/ TOTAL 4 , 60 5 WATTS USED Emick /Howard and Associates. Inc. 205 Marion Street 206/682 -1516 REFLECTED CEILING PLAN -FIRST FLOOR RECEIVED CITY OFTUKWILA H PERMIT CENTER 1 0 w w Z 0 act I— Go W 0 › c 0 C .14 3 r r OFFICE 218 CONFERENCE 219' OFFICE P ). OFFICE L_22 1 r OFFICE [ 222 J--- OFFICE 22] OFFICE L22:1I k OFFICE OFFIC OFFICE L 2151 OFFICE [2 � 4j OFFICE 2132) ,3) ONFERENC j L22i41 ar .. J... STORAGE t"' X 241 12.17' OFFICE [2 4 ) OFFICE , P25 ) L--- -- ) ---L- 2021 WAITING L SECOND FLOOR PLAN OPEN WORK AREA < L2371 V , • OPEN WORK AREA L231 E1 [203 OFFICE COFFEE 240} Iii' -e (Le. OPEN WORK AREA OFFICE [212 " a 3 E.Q. 3 I to I L.I.. OPEN WORK AREA r245] OFFICE OFFICE [ 211] OPEN WORK AREA C ?35 OPEN WORK AREA } - -- 4 LIBRARY, r- ank X6 .0 TEir Ir till t! ►' ,1I Oil 1 OPEN WORK AREA [2 flu' - IO" (206 OFFICE OFFICE - _. _.____{ 207, OPEN WORK AREA - 091 OPEN WORK AREA L .��►�II TICIN NOTES _..�.. ALL WOOD USED ON THE JOB SHALL BE FIRE- TREATED. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWIP OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALL SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING WALLS AS REQUIRED TO INSTALL ELECTRICAL ITEMS A3 INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE OR ADJACENT WALL OR CENTERED BETWEEN WALLS. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON ORAWING AND ALL OWNER PROVIDED ITEMS, ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 2 1/2" METAL STUDS AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE. PARTITION LEGEND TENANT INTERIOR PARTITION 5/8" TYPE "X" GWB BOTH SIDES FROM FLOOR TO UNDERSIDE OF HUNG CEILING. TENANT SOUND PARTITION: 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO UNDERSIDE OF HUNG CEILING. 4' -0" WIDE ACOUSTICAL BATT INSULATION CENTERED OVER PARTITION ABOVE CEIUNG. FULL HEIGHT PARTITION: 3 1/2" X 20 GA MTL. STUDS (4)24" O.C. WITH 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SOUND PARTITION: 2 1/2" MTL. STUDS @16" O.C. WITH 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO +8' - ". PROVIDE 2 X 12 CEILING JOISTS @16" O.C. WITH 5/8" G.W.B. CEILING @8' -6" AND 3/4" PLYWOOD ON TOP. = LOW HEIGHT TENANT PARTITION = - FULL HEIGHT 1/4" TEMPERED GLASS RELITE WALL. Burr JOINT WITH BLACK SILICON =F - PARTIAL HEIGHT 1/4" TEMPERED GLASS RELITE WALL - SILL @ +36" AFF. BUTT JOINT WITH BLACK SILICON -'--- �-- -� BUILT -IN CABINE'TRV -UPPER CABINETS. --1 BUILT -IN CABINETRY. FIRE EXTINGUISHER. ( / li l e e e3 AG'. w /2 MTL.. rui25 I >R Yel VOW Towe O) .L1' o r 8717104.1 0“) � = 4 11, - I -'AN'T IN1L.r. r714: .9V46 Powi vcss 11.05K LINPEK N Cr RON& CZ-.I Ou-Inn 1+6 e x,wr. rTt4 ; 6P.11 rtian d SIoae 4 coi ro0 eir II4 p MOM ftC> 1P I!U IGG ce Hat.* CI:IUNi .. © - jeNyv.rr DIISMODING. ICI I DM ewe KAVOIIC fosat'tT 1146u,artION PI 10 1,W V061176 OP tU,I' c IW tG. as.ec (*SR r i c ut'+ �1 • 2 •irroyrr o c. x;-'ac*! Ta 6 X 11 -4401.44.. 00- .t. Wr . leq• ill's - 1 SECTION JUt LDU4& STD. PfL. I CEILING SUSPENSION 8 . DR,AC IhG -^. .t :.a. 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Illit !l11IHIII111111Iiili11h11�1 IIII fi1I�IItIIfi11h111111 11 1i 1 I IIIIlIII I 11 II 1I 1 II � I4 �. tx'r,R F2%y v -;III ,..Y ,i• S. rC -xc avr.11 `-- ,421 ctu. -xt ult4 . - 4ort. r AtrAt. 'IKEA Vi . wit '10 st¢>:vis Q LA'Dt. s 2S GA. GALV, 11/. STUD cam. r!.. Fcr " 0 3/ !IKE TED GVKUM 13OAQO •taut gout CONS1RUCT"ION) Nitres; .vv,o2cOr -lesteeoft taut 60.1 ls 44.64LY Sr.. BuenleL (AAMitt • AUC1041ED Toftam i+ Vet p w TAM 1► CAA 7 4, �>r , *# Aumetr"Ofetemy piny *a. 64. 44 6'lAd . ,01A0i ° 44114.1arulte. ,+1,8►0vT K644 Nowak . en • I sp3,D eart.1.4 Azie vise .'du). t . L:llittatLy: «se SA* V.7 J I 1. CENTERLINE OF COLUMN AND PARTITION. 2. CENTERUNE,OF EXTERIOR MULLION AND PARTITION. 3. AUGN FINISHED SURFACES. 4. ALIGN AT CORNER 5. PROVIDE B'S COAT ROD AND HAT SHELF. 6 MIN. FURR -OUT FOR MECHANICAL/ ELECTRICAL. 7. PROVIDE B/S KITCHEN SINK. 8. PROVIDE B/S BAR SINK. 9. PROVIDE B/S PLUMBING - H., C., W. AND VENT. 10. PROVIDE COLD WATER UNE AT +45" AFF. 1 1. PROVIDE B/S INSTA HOT. 12 . PROVIDE P -LAM 8/S BASE AND OVERHEAD CABINETS. 13. PROVIDE B/S 1` TH x 18" DP ADJUSTABLE POLY SHELVES W /H.D. STD'S & BRACKETS. 14 . PROVIDE P -LAM WORK SURFACE WrTH KNEE CUT OUT SUPPORTS BELOW. 15. PROVIDE 39 "_H._B/S P -LAM BASE CABINET, __. -_- _ ..... _, . •-�'�� ` FsRCvi 4' x 4' x3! ON -COM USTIaLE PLYWOOD -MOUNT TOP CEILING HT- - s'AINT TO MATCH WALLS. - -4- - PROVIDE' i t/2 IAMETER GROMlt11~"°T F 7F'•Y LOCATION IN FIELD. 1 8 PROVIDE B/S DISHWASHER. 19. B/S LAV., WC., & ACCESSORIES. 20. pAFI IA,AI: HEIGkiT- £3iE1.11E1N 8i$ WOOD FRAME, SILL @ +3' CEILING. 2 r PROVIDE B/S JANITOR SINK. - -PROVIDEWHITEBOARC: VERIr SIZE AND LOCATION. 23. PROVIDE DISPLAY RAIL @ + 30 ". 24. PROVIDE MINI - BLINDS. 25. PROVIDE P -LAM FILE ENCLOSURE. 26. PROVIDE P -LAM BOOKCASE UNIT. 27. PROVIDE 1" TH x 11" DP POLY ADJUSTABLE LIBRARY SHELVING W/H.D. STD'S & BRACKETS. 28 . PROVIDE SIGN ON DOOR: ' NOT AN EXIT ". 29. PROVIDE 3' x 3' SHOWER ENCLOSURE. 30. PROVIDE 12" DP P -LAM PHONE COUNTER @ +42" 31 . PROVIDE 10" DP P -LAM COUNTER @+42" WITH MIRROR ABOVE. 32. PROVIDE 18 "H x 4W x 15 "DP WOOD BENCH. 33 . PROVIDE COAT HOOKS @+60" ON PAINT GRADE 1 x 4 MOUNTED TO WALL 34. CASED OPENING - TO MATCH E3/ S DOOR FRAME. - 3r5-- ',l1DEJ131L�iKlht6► FOt1t�TAIhL •... f _ . , - •. 36. PROVIDE 1"I'H, x 15 "D x 3 HI. ADJUSTABLE POLY SHELVES W /H.D. STDDS S BR/4TS. 37. PROVIDE 4W x 30TH x 15 "D. WALL CABINET. 38. DUCT ENCLOSURE 55" x20" 2L-EAR INSIDE. DOOR SCHEDULE 8' UNLESS °THERMOSE NOTED NOTE: ALL DOORS, DOOR FRAMES & RELTTE FRAMES TO BE STAIN GRADE WOOD. Emick'Howarcl arc: .%vici( :;x.e; Irc 205 Marion 206/682-15,1 DOOR NUMBER TYPE OF DOOR B/S 3' -0" X 8' -4" S.C. WOOD DOOR IN B/S WOOD FRAME. PAIR OF TYPE "A" DOORS. 3' -0" X FULL HT. BRITE -VUE 3/8" CLEAR GLASS DOORS, SV -250 FRAME, BV -3 HDWR., TYPE P, SWING 3 a 4, W/CONCEALED TOP CLOSER 8 SATIN STAINLESS STEEL FINISH, LOCK IN BASE RAIL D. 3" -0" x 8'-4` S.C. WOOD BI -FOLD. DOOR IN B/S WOOD FRAME. PAIR OF TYPE 'D' DOORS. 3'.0" X 8' -4" S.C. WOOD, 20 MIN. LABEL DOOR AND FRAME ASSEMBLY. (3. 4' -0" X 8' -4" S.C. WOOD DOOR IN B/S WOOD FRAME. H. 3' -0" X 8'.4" POCKET DOOR IN B/S WOOD FRAME. I. PAIR OF TYPE 'H' DOORS. J J. PAIR OF 2' -6" X 8' -4" S.C. WOOD �-- .$1- ECI.E3,L QRS INAS } IOOD FRAME. L i .. _ 13/S 2'-0" X 8'-4" S -t.• W ' \- `- DOOR IND WO.00 FRAIL._, -. L 2'--0 X 8' =4" `S.C. WOOD RI -FOLD DOOR IN B/S MOOD FRAME. A. B. C. E F.' HARDWARE a. E3/S LOCKSET AND CLOSER, b. BiS LOCKSET. c. 13/S LATCHSET. d. B/S LATCHSET AND CLOSER. G. € IS DEL DOOR HARDWARE W/I.00KSET & CLOSER I . B/"S BI -FOLD HARDWARE. 9. BIS POCKET DOOR HARDWARE. h. INS LATCHSET 8 CLOSER M AGNETIC - _ COMBUST, CST i. 13 /S PRI1ACY LOCKSET SCALE: 1/8"=1'-0" JOB NO: 1379.101 DATE: 1/8/91 1 DRAWN BY: DCL CHECKED BY: RECEIVED e YOF11 IICWILA MAR 8* 1991 KRMITCENTER PARTITION PLAN-SECOND FLOOR a I' • I 0 Co L J �I h- oes CC LLl I ' 0 ? O I } t: d Ca) OFFICE L2 $ CONFERENCE 219 OFFICE OFFICE [ 222j OFFICE (223 OFFICE OFFICE [2211 OFFICE 2. "I 4 OFFICE OFFICq [_217J I216J [202 WAITING OFFICE 215] ( 203 - OFFICE SECOND FLOOR PLAN OFFICE 14J OFFICE M31 1_204] OPEN WORK AREA OFFICE C -2] C? OFFICE OFFICE OPEN WORK AREA [210 OFFICE RK REA 0 .: j 242J OPEN WORK AREA OPEN WORK AREA OFFICE -1_2 4:, L eSrAIZT" fU NT TYR - r-f Gc 147: - 5L1," T•I'r' LIGHTING NOTES .. � 1. ..... ... .... ._.. -r ..,r',.�. r: _ '� ^; "3•.: � .�:r�r., �r.' , n �,.rT, :t. :.�< ;.�. j . +s :r... - ... :4 ..•' .: %fir, ,.). i•.. ..: �•• .. ?;.� ! �l Ji lii ! �IJIIII!�IIIIIJ {(I(II!JI(I�i . {:; III IIIi�I1{ III {�IIIIIJIJiJ J! fIJl1I ;I�!IIII tIJIJIlIlIlIJIII!IJ ills( l; i�lllJ !IlIIIiJ {�I�IIIII�iII�"I�t�IJi {({ #11 {IIJi�I( O 'e TNS IHCH 1 2 4 5 6 NOT1: II tho microfilmed document is .Less clear than this . notice, it is due to the quality of the original document. !i!II�II { I I I!IJi�'III 11 '."°€:N"P19.10 12 o€ 6Z £3Y CL 9a SZ b EZ eZ to C7 6t St ,' 9l St in EL et Lt OL 6 e c 9 s t, Z l WW !IIIII)!IIIII!Il111I II!Iillll 6III !II!6 IIIII!111J!lllll!!! 1!il II!I 1111 =!III !I!1 IIIIJII!I�IIII ! ! 111 I ' I' li • 4 i 11 4I ' I I I I Iillll`111i1i!!!Ji!II,!II �!�I�!! 11!1!111 !!I�III� !IIII 'I I ' �I I °i I I I I I I II,�i,l lill!.lill �lli�ili, iJl�I �llE illl,L!1 � Ili! J�! II11�111 1l� i! ( I < <' ! ! ! ' ; I �IIII IIII�IIIIIIII! III Ill,lll�! PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIFR OUTLETS, INLETS. OR DUCTS PENETRATING FIRE RATED ASSEAS, ENCLOSURES, WAJI.S, FLOORS. OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT. CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTATS, LIGHT SWITCHES, ELECTRICAL WALL DUPLEXES/FOURPLEXES, ETC. LOCATIONS NOT DIMENSIONED OR INDICATED ON PLANS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO ELECTRICAL DRAWING FOR EXIT S&GM . CEILING HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH FLOOR TO FINISH CEILING. LIGHT SWITCHES INSTALLED AT 46' HIGH PLACED 2 OR MORE SWITCHES IN A HORIZONTAL UNE. LIGHTING LEGEND EVS 2' X 4' FLUORESCENT FIXTURE B/S 2' X 2 FLUORESCENT FIXTURE 0 B/S RECESSED INCANDESCENT DOWNUGHT B/S RECESSED INCANDESCENT WALLWASHER INDICATES 24 HOUR FIXTURE -- — FLUORESCENT STRIP UNDERCOUNTER LIGHTING HARDWIRED BY BUILDING ELECTRICIAN t=t ‚lilt 2' X 4' FLUORESCENT 2' X Z FLUORESCENT RECESSED INCANDESCENT B/S ©(HAUST FAN ILLUMINATED EXIT SIGN - DIRECTION OF ARROW e1'S SINGLE SWITCH B/S DIMMER SWITCH B/S 3 -WAY SWITCH GYVE SKYLIGHT LOCATION - CONTRACTOR TO VERIFY DETAILS WITH ARCHITECT ARMSTRONG TEGULAR CIRRUS #584; 24" X 24" X 3/4" ANGLED TEGULAR LAY -IN WITH PRELUDE 15/16" GRID (FOR OFFICE #206 ONLY). • PACIFIC ROLLING DOOR CO.,COUNTER DOOR WITH CURTAIN SLATS; MANUALLY OPERATED ;ttPFC --20; OPENING. 8'- 0'X5' -0' TO BE VERIFIED IN FIELD: PAINT TO MATCH WALL. ARMSTRONG SECOND LOOK II; #27676 WHITE; 9/16" SCORE; 24" X 48" X 3/4" TEGULAR LAY -IN WITH PRELUDE 15/16" GRID EIDALIEBNATEMABMETBaraZfraIR LQQI: Ill ARMSTRONG HIGH PERFORMANCE CLOTH -FACED FIBERGLASS #3101; 24" X 48" X 3/4" LAY -IN PAINTED NUBBY WITH PRELUDE 15/16" GRID. LIGHTING CALCULATIONS SECOND FLOOR OFFICE AREA - 15,184 SQ.FT. x 1.7 WATTS /SQ.FT'.a 25,813 WATTS ALLOWED - 189 EA. - 4EA. - 40 EA. @ 115 W @ 95 W @ 75 W TOTAL • 21,735W 380W 3,000W 25115 WATTS USED EmlCk/ Howard ,,,r' I +ic 205 Marioi' S ;rt ;•�:. 206/682.15 I JOB ND: 1379,101 I BATE: 1/8/91 DRAWN BY: DCL CHECKED BY: REVD CITY OFTUKWILA JAN 1 8 151 PERMITCEN REFLECTED CEILING PLAN - SECOND FLOOR _. ,.,,..A.,...,.. ;E ! ': r' i --- i REV{5 Nc A -4 I n 0 w z LLI Z 0 ozi CC WSJ I - Z L (S i cf 9 0 co C .ter SHEET_ 5 ,. OF 11 ....+... �. rti�t�. itvriuc�'. osi°' �7�sx :..:::'v[y17ri�lrr�frF"7J"` wtN �' r; t %sktu�CcGS+G��n:rrx+:•:Y:,G.2�; err riv:;u.! t..4. � �. ",:�... V -7--- i ....._ ___ n1 r , • ,. * r / . . .., ....... . ..........or L___ --- , i 1..=,. , i . I * L "\-s-- -7 il 'Tr 4, . 4..1...u. 1 rogpos.r.vmpilsorirmoNse I I i MI .. - .. V -7--- i ....._ ___ n1 r , , , . , . , ....... . ..........or L___ --- , i 1..=,. , i . V -7--- i ....._ ___ .....„ 7 T T . f" 0 1 . ..........or L___ --- i 1..=,. . I . . / ' L "\-s-- -7 il 'Tr 4, 4..1...u. 1 rogpos.r.vmpilsorirmoNse I I i . ...... ....._ ___ .....„ 7 T T . . , r . 1 . ..........or morous . I . . / ' L "\-s-- -7 il 1 rogpos.r.vmpilsorirmoNse I I i . . . . . . I 0.4.... . .._ I (; (ifD5 WORK CNTR RM #103 ci DSK.RM.#239 ELEV. RM ft233 7 ELEV STOR RM.#241 KEflQ 1. GWB 2. 2 1/2" RUBBER BASE. 3. OPEN. 4. OPEN BELOW. 5 . CERAMIC TILE. 6 3" CERAMIC TILE BASE. 7. PROVIDE B/S KITCHEN SINK. 8 . PROVIDE B/S BAR SINK. 9 . PROVIDE B/S PLUMBING - H., C., W. AND VENT. 10 . PROVIDE COLD WATER LINE AT +45" A.F.F. 11 . PROVIDE B'S INSTA HOT. 12. PROVIDE P-LAM B/S BASE AND OVERHEAD CABINETS. 13. PROVIDE B/S V TH x 18" DP ADJUSTABLE SHELVES ON HEAVY DUTY K V STANDARDS. 14 . PROVIDE P-LAM WORK SURFACE WITH KNEE CUT OUT SUPPORTS BELOW. 15. PROVIDE 30" H B/S WD. (WS-1) BASE CABINET WITH 4" WD. (WS-1) BACKSPLASH. ELEV RM #109 ELEV.RM.#233 I 11 1 I O ELEV.KITCHEN RM.#104 .11111:11Y1411... 1.1.1 . 111..11.411.1151M1•1111dMinilt - RECEPTION DESK RM.#201 16. PROVIDE 4' x 4 x 3/4" NON-COMBUSTIBLE PLYWOOD - MOUNT TOP @+5 - PAINT TO MATCH WALLS. 17. PROVIDE 1 1/2" DIAMETER GROMMET, VERIFY LOCATION IN FIELD. 1 8 PROVIDE B/S DISHWASHER. 1 9 . B/S LAV., WC., & ACCESSORIES. 20. PARTIAL HEIGHT RELATE IN B/S WOOD FRAME, SILL @+3'-0' TO CEILING. 2 1 PARTIAL HEIGHT RELITE IN B/S WOOD FRAME, SILL @+5'-9" TO CEILING. 22. PROVIDE WHITEBOARD IN WOOD (WS-1) CABINET. VERIFY SIZE AND LOCATION. 23. PROVIDE DISPLAY RAIL. ALIGN RAIL WITH TOP OF BACKSPLASH. 24. PROVIDE MINI-BLINDS. 25. PROVIDE P-LAM FILE ENCLOSURE. 26 . PROVIDE 22" DP P-LAM BKCASE UNIT W2 FIXED SHELVES & CENTRAL DIVIDER. 27. PROVIDE 1" TH x 11" DP POLY ADJUSTABLE UBRARY SHELVING. 28 . PROVIDE P-LAM WORK SURFACE WITH KNEE CUT OUT SUPPORTS BELOW. ALIGN SUPPORTS WITH WINDOW MULUONS. (±).ELEV.RM #107 19 11 EiT)ELEVRM.# 10 TYP FULL HGT RELITE ELEVRELITE RM #237 &-ot 4 eGL.4.4.- ELEV.ST RAGE RM.#241 29. PROVIDE 3 x 3' SHOWER ENCLOSURE. 30. PROVIDE 12" DP P-LAM PHONE COUNTER @+42". 31 . PROVIDE 10" DP P-LAM COUNTER @+42" WITH MIRROR ABOVE. 32. PROVIDE 18"H x 4W x 5'OP WOCD BENCH. 33 . PROVIDE COAT HOOK Z; @+60" ON PAINT GRADE 1 x 4 MOUNTED TO WALL COAT HOOKS TO BE PETER PEPPER PRODUCTS, #2030, POLISHED STAINLESS STEEL, 1/2"W x 1 1/4"H x 1 1/4"DP. 34 PROVIDE B/S P-LAM MICROWAVE CABINET. 35. P-LAM 4" BACKSPLASH. 36 . P-LAM 6" BACKSPLASH. 37 . PROVIDE MIRROR, VERIFY SIZE. MIRROR MID. @ TOP OF BACKSPLASH. 38 . EXTF-RI01-1 WINDOW. 39 . R'S INTERIOR DOOR IN DS WOOD FRAME. 40. FULL HEIGHT BRITS VUE CLEAR GLASS DOOR. 41. TYPICAL FULL. HEIGHT RELITE IN B/S WOOD FRAME WITH BUTT JOINT GLASS & BLACK SILICON SEAL IIIII i. 11 1.,7 li ., 4.44 1 Ii ei ft 0 la THS INCH 1 111 1 111 1 111 1 11111111 11111111 1 2 GEL R M 10 II 6RM.#240 ELEV RM #226 ELEV RM #107 R M # 102 TYP FILE/BINDER STOR. 42 . MDF BOARD TRANSACTION SURFACE @+42" A.F.F. 43. FILES BY TENANT. 44 . PROVIDE 24" OP VANITY COUNTER WITH 2 LAVS. 45. PROVIDE 22' DP CLEAR INSIDE P-LAM AV UNIT. UPPER UNIT TO HAVE 2 ADJUSTABLE SHELVES,LOWER UNIT TO HAVE 1 ADJUSTABLE SHELF.EXCEPT WHERE NOTED. 46 . REFRIGERATOR BY TENANT. 47. COLUMN. 48 . 6" UGHT VALANCE. 4 9 . 2 1/2" WOOD BASE. 50. WIRE CLOTH INSET, VERIFY WITH ARCHITECT. 51 . GRANITE SLAB (GS-1) TRANSACTION SURFACE MOUNTED ON MDF BOARD. DETAIL TO FOU.OW. 52. MANUALLY OPERATED PULL-DOWN COUN1 ER DOOR WITH CURTAIN SLATS. 53 . AUGN END OF CABINET DOOR WITH CORNER OF PARTITION BEYOND. 54 P-LAM LAVATORY PARTITIONS. 55. WIRE CLOTH INSET @ RECEPTION FRONT, DETAIL TO FOLLOW. INSET TO MATCH STAIR RAIL OPPOSITE. _ I -. 111111111111WilliIIIIIIIIIIIIIIPIWIIIIIHIIIIIIIIIIIIIIIIHIMIIII 11111111H111111/11111111111111N11111111111111111111111111 1 1 I I 1 I I I 1 4 5 6 7 8 9 :. 10 11 MDEING181 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE se LZ 9Z GZ 4 7Z CZ ZZ tZ OZ et 81 LI 91 I 41 CI Z1 11 Of, 6 8 L 9 5 4 7 C L 'rn I raG_LJA.,_ ELEV.RM.#226 - TYP FILE/BINDER STOR. ELEV RM #108 ELEV. A V UNIT RM #103 Ernick/Howard and Associates, Inc. 205 Marion Street 2Jt5/682•1516 45. RM.#239 RM #231 ELEVATIONS ) II ELEV. RM #230 ELEV.LIB.RIM.#246 !Ns PERMIT CEI4 R 1.- RM #239 RECEIVED my OF TUKWILA JAN 1 SHAMROCK ASSOCIATES .., ^h'!�r<t.;'!t�:PCYf >:. JXfv(;iJ .o•C�nu .. ...- x: ® a/ATIo ... N OFFICE 206 ---.- v 10-r v'- ";+ - ; p ,-- Alaef- i O':r PARTITION, ELECTRICAL, AND FINISH PLANE REFLECTED CEILING PLAN Smotarnaleateklmonwonamorumur 1/4 .'_ 1 1.0" PARTITION LEGEND PARTITION NOTES SEE SHEET A -3 FOR PARTITION NOTES. LIGHTING LEGEND a 0 a -• r - - _1 TENANT SOUND PARTITION: 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO UNDERSIDE OF HUNG CEILING. 4' -0" WIDE ACOUSTICAL BATT INSULATION CENTERED OVER PARTITION ABOVE CEILING. TENANT INTERIOR PARTITION 5/8" TYPE "X" GWB BOTH SIDES FROM FLOOH TO UNDERSIDE OF HUNG CEIUNG. FULL HEIGHT PARTITION: 3 1/2" X 20 GA MTL. STUDS @24" O.C. WITH 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SOUND PARTITION: 2 1/2" MTL. STUDS @16" O.C. WITH 5/8" TYPE "X" GWB BOTH SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO +8' -6 ". PROVIDE 2 X 12 CEILING JOISTS @16" O.C. WITH 5/8" G.W.B. CEILING @8' -6" AND 314" PLYWOOD ON TOP. LOW HEIGHT TENANT PARTITION. FULL HEIGHT 1/4" TE PARTIAL HEIGHT 1/4" SILL @ +36" AFF. PARTIAL HEIGHT 1/4" SILL @ +5' -9" AFF. BUILT -IN CABINE TRY BUILT -IN CABINETRY FIRE EXTINGUISHER. MPERED GLASS RELITE WALL TEMPERED GLASS RELITE WALL - TEMPERED GLASS RELITE WALL - - UPPER CABINETS. 13/8 2' X 4' FLUORESCENT FIXTURE BIS 2' X 7 FLUORESCENT FIXTURE E3!S RECESSED INCANDESCETfT DO'WNLJGHT B/S RECESSED INCANDESCENT WALLWASHER INDICATES 24 HOUR FD(TURE FLUORESCENT STRIP UNDERCOUNTER LIGHTING HARDWIRED BY BUILDING ELECTRICIAN B/S EXHAUST FAN ILLUMINATED EXi SIGN - DIRECTION OF ARROW B/S SINGLE SWITCH B/S DIMMER SWITCH B/S 3 -WAY SWITCH GWB SKYLIGHT LOCATION - CONTRACTOR TO VERIFY DETAILS WITH ARCHITECT. PACIFIC ROWNG DOOR CO., COUNTER DOOR WITH CURTAIN SLATS; CLEAR ANODIZE ALUMINUM; #PFC -20; MANUALLY OPERATED; OPENING: 8' -0" X 5' -0" TO BE VERIFIED IN FIELD. DTL. C FIREPLACE DOOR SCHEDULE SEE SHEET A -2 FOR THE DOOR SCHEDULE = DUPLEX RECEPTACLE OUTLET a FLOOR MOUNTED DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET . DEDICATED CIRCUIT 120V, 20A FOURPLEX RECEPTACLE OUTLET FLOOR MOUNTED FOURPLEX RECEPTACLE OUTLET FOURPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V, 20A le- SIMPLEX RECEPTACLE - DEDICATEE) CIRCUIT 120V. 20A 4 WALL MOUNTED TELEPHONE OUTLET C DEDICATED TELEPHONE LINE 1 WALL MOUNTED COMBINATION TELEPHONE /CRT CABLE OUTLET FLOOR MOUNTED TELEPHONE OUTLET FLOOR MOUNTED COMBINATION TELEPHONE /CRT CABLE F$- WALL MOUNTED CRT CABLE RECEPTACLE OUTLET FLOOR MOUNTED CRT CABLE RECEPTACLE OUTLET ARMSTRONG SECOND LOOK II; #2767B WHITE; 9/16" SCORE; 24" X 48" X 3/4" TEGULAR LAY -IN WITH PRELUDE 15/16" GRID. ARMSTRONG TEGULAR CIRRUS #584; 24" X 24" X 3/4" ANGLED TEGULAR LAY -IN WITH PRELUDE 15/16" GRID (FOR OFFICE #206 ONLY). BID Bli/ALTEBNATEM2AWEROWLEMNIDLOMII ARMSTRONG HIGH PERFORMANCE CLOTH - FACED FIBERGLASS #3101; 24" X 48" X 3/4" LAY -IN PAINTED NUBBY WITH PRELUDE 15/16" GRID. LIGHTING NOTES SEE SHEET A -•4 FOR LIGHTING NOTES. LIGHTING CALCULATIONS LIGHTING CALCULATIONS ARE INCLUDED WITT -I TOTAL FLOOR CALCULATIONS - SEE SHEET A -4. al I L.. ; G,A....0 ; PAti HT" Nei 14-044, SCALE 1/2" = 1'-°0" ELECTRICAL NOTES SEE SHEET E-2 FOR ELECTRICAL NOTES. FINISH SCHEDULE SEE SHEET ID- 2 FOR TEE FINISH SCHEDULE. OFFICE #206 KEYNOTES r:.7m,' '�. a..F ,,,,� ; rt ,', fr.5F, i. ,ll,,,a � ) ` `•�':' ' %,.. ^'': � S ". !�✓'; ry , a. fir ., ,Y,^' -c'- •�; .sr�:rj,.. '��' y. r ;? 2 3 4 5 6 7 8 9 NOTZ: If the microfilmed document is less clear than this notice, it is due to the quality of the »1 :ginal document. 111111111111 as Iil il' I1 1! 1iii1fl111II111 !11111II1J1 11 !111j111111I.1111'111 � i � ( ('1 � � i � ! ( Il�l�l�i�ili�i�i�i +iilli�il' ji (,�,�i�I� � �I�I(i ! � �, i � !1,.l1 10 11 *Io: 12 0£ 6z se Le 9z , 4 7z ea zz tz o st at Lt 91 st �L et z: a 01. s s [. 9 s � e z t Ww IIII;{IIIlllli 1 1 111 1 1111 llilll1 1111 1lllilllillllllllli11111111 1 1011 1 IIIillildllllillll !!lillllllllllilliilllilil; 11111111111111 ;Illl111111i II! ii! I11111II 1111i1111l111ililllll' ilhill111111Hil! + IIIIIIIIIIIiilhil !illii`I:III!iiIIIIIII ...m. ALL WALLS IN OFFICE #206 TO BE P -3 PAINT -3. EGGSHELL: BUILT-IN CABINET TO BE P -3 PAINT -3. ENAMEL. 1 . PROVIDE PAINT GRADE BASE CABINET WITH ADJUSTABLE SHELF AND OPEN OVERHEAD CABINETS WITH 3 EA. X 12" DEEP ADJUSTABLE SHELVES, AND FALSE BACK. 2 . 2/S LAV., BIDET AND ACCESSORIES.. 3. PROVIDE 3' X 3' SHOWER ENCLOSURE. 4. GWB. 5. FIREPLACE INSERT, CONTRACTOR TO VERIFY DETAILS AND SIZE WITH ARCHITECT. 6 RESTROOM SINK WITH MIRROR ABOVE. 7. TOE KICK. 8 . LOWER CABINET FOR FIRE WOOD STORAGE. 9. P -LAM BASE CABINET WITH 4" BACKSPLASH AND MIRROR ABOVE. 10. 2 - 1/2" RUBBER BASE. 1 1. ANDES BLACK GRANITE 12" X 12" X 3/8" TILES AT HEARTH. 12. G.W.B. SOFFIT FLUSH WITH FIREPLACE DEPTH TO ALIGN WITH TOP OF WINDOW. 13 . STAIR TO ROOF ABOVE. 14 . PROVIDE B/S COAST HOOKS @ +60" DR PAINT GRADE 1X4 MOUNTED TO WALL. 15. 6 "W X 1 1/2 "D CUSTOM PAIN" uRADE MOULDING; PAINT TO MATCH WALL. SEE DETAIL #4 THIS SHEET. 16. ANDES BLACK GRANITE 12" X 3 1/2" X 3/8" TILES CUT TO FIT FIREPLACE OPENING. SEE DETAIL #4 THIS SHEET. Emick /Howard and Associates, Inc. 205 Marion Street 206/682-1516 SCALE JOB NO: DATE: DRAWN BY: CHECKED BY: 1 /8" =' 1379.101 1/8/91 OFFICE #206 - SECOND FLOOR RECEIVED r`rrYOFTUKWILA JAN 1 8 �s:t PERMITCEf TER t. 1 i- n 0 0 w Lu 0 6 Z 0 61C 0 O �...� tr EX(= I -.?GIS E: ROOT M L 05 j (A) LUNCH f16I} %, b,e,, +p:. +,'t r :.+yf :%'f w1 ! fl.ti K:^Fi?> v* .«. a+.+ rw, W�' r1S4• wQ' Gf+," r/wce..r�v:�u1!Wi"fn.- ...ar�;.x - t.._` PHONE ROOM r �� 1.� LOB VENDING fi !SHOWER F FIRST FLOOR PLAN MEN WOMEN N 109 SHOWER _. _ t 1 O STORAGE MACH.RM. SHOP L Ei - Y � zff: Io..IP ; ;.. E. 1. FTC. ROOM ct_ _i , . ,--_ � . - L T I ■ i• , ELECTRICAL NOTES ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IT ABOVE FLOOR UNLESS OTHERWISE NOTED. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO EXEarroaN. ALL UNUSED POKE - THROUGHS SHALL BE PLUGGED CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. VERIFY QUANTITY AND LOCATION WITH DESIGNER PRIOR TO EXECUTION. ELECTRICAN SHALL COORDINATE CORE DRILL LOCATIONS W/ DESIGNER AND COMPUTER ACCESS FLOORING CONTRACTOR PRIOR TO EXECUTION. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANTS CONTRACTOR. BOXES AT ONTRAC TOR. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL WIRES AND EACH LOCATION. Otg : DUPLEX RECEPTACLE OUTLET FLOOR MOUNTED DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V, 20A FOURPLEX RECEPTACLE OUTLET FLOOR MOUNTED FOURPLEX RECEPTACLE OUTLET FOURPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V, 20A He- SIMPLEX RECEPTACLE - DEDICATED CIRCUIT 120V, 20A WALL MOUNTED TELEPHONE OUTLET Q DEDICATED TELEPHONE LINE WALL MOUNTED COMBINATION TELEPHONE /CRT CABLE OUTLET FLOOR MOUNTED TELEPHONE OUTLET FLOOR MOUNTED COMBINATION TELEPHONE /CRT CABLE WALL MOUNTED CRT CABLE RECEPTACLE OUTLET FLOOR MOUNTED CRT CABLE RECEPTACLE OUTLET O J BOX IT TIMER I:4 SHARED DEDICATED CIRCUIT 120V, 20A DUPLEX OR FOURPLEX AS NOTED ON PLAN - MAX. 6 DUPLEX OUTLETS PER CIRCUIT. 13:c DEDICATED CIRCUIT 220V, 30A --- - ----- WIREMOLD ALE TRICAL LEGEND . "' 1 • 1 • I 1. 111 Ir• i•••1�1r�•\ W Y liter SECURITY ALARM - SPEC TO FOLLOW. I[] , ELECTRICAL ACCESS FOR PANEL SYSTEM BASE POWER ENTRY, 3 EA. 120V, 20A CIRCUITS. NOTE: CONTRACTOR TO PROVIDE ELECTRICAL HOCK -UP FOR FURNITURE PANEL SYSTEM. rp . , I l � t , ( � �.� ll �� f � � 0 ,.,H�,KCH 1 I 2 I 3' 4 5 6 I 7 8 I y NOTE: if the sJ.crofil�ed documejt i.s less clear than this < notice, it is due to the , quality of the aprigin�al docus�enx . � r Oc $Z 8G LIZ 9Z • eZ ZZ re' O Z 6t Ol LE 91 91 4L Cl 2L It 01 6 8 L 9 S +! E Z "" Ii IIIIi I III {LIIIIIII IIII�!!'I { {11I11lf�llll�llll IIIIIfIII !II!Iill IIIII!III !IIII!II! I!III!I!!I!{llillli I!III!!II Il!iI!II! IIIIIlI!I I !1!II!IIIIliilt!lI�IIIlllliilll II ( ��� � �I � � I �� � '� �) ( i .��..., ,,. ,.,.�� ax: :,....�. ->.�,. �.,, .. ._ .,. �Il� L± I! Illl�i�� !II��:�all! „ lte�I� , I�I�IIi) ilk) �L! I�, I. n! III�1{!! n�! IIII! I�III! f! IIIIIIni�illl�ll !IIII!!!I!nllnnf!.II n! ! , v . , � ..rt MtiTFwre9r4c ... : +,"I. ,,, . ,,..45.7. , •cA•� F},zr a v �., 4'P'1n 1.,.. . ... X�'-• le +� > •f 'Y ,mss' ,r ..e, ' .. `:.5. .: -v+H. ..�:o. .C:.w...l_ r -. 'u+'�:< ,r�.:✓ .. •M• •.. l "b • .*/•,1e p •f ,. ¢ jR ..y Sh> ,, - ::+F. >:;.r , .. y . ri,; ..;., .� •.r?'s4Y ;. .. '")., . .. ...�w.V�.. ,.. .,. .�'�+�i, "'�Y•r!:,... .y �'#'�"�... ?s�',. .�''a ,. , , .,".+'. >'Y ,� .�. .. 1,,, t r `?i- '� +i�.�., .1� �f` ;��•� .�':� Y <' r t.. � ,s. >. ...Jrr.? � .r �, ""1.!,. r, ..r ,•t-`� a, r `, ; °•'� ,,; 5.2 r�'s3Y �1. 4' „�'{i,'('� „. �TI?;�'nh. .+.la •4 w,l',4v .' `+'1. : ?•f?�''r^ .. � , �� b � i•n t rx • �*. ^` [•aW` ' h+?Rl� i. {��„�, . "5��.: t� sr� i � :5 r$;,. 7 • .-, r• .� -.. i., t,.n.,v -. It'^.. yy/��, y, ryry F,. rr” .I,�C +3 �A .. ::'° i J'Yl :�` • "n .. „..n ° r' ,.a'kt` .� .. y � ( : r .^ 1... �r �".:• v. G'�Y. ”, r _.. .i. w�1`:. _ e •'! .S/_.�J�, .°S __ -. ..!S+ -.:i ...M, .. ..._. .a. �Yl �ra i.,.... ..� v.in., t�tf .f _, wk �:l _.. 1. :,,, ;...... :,. t.}1 i1�:.. �...:,..: :... �ksr:.`. �.,...'' v.._ �5u,�:_�.., -y ... �,. - -b.Y.. 2?+. d'.t� ?, ,a.* .a:a•.��.2... .c.,r� -G -. •r. 1111 10 11 144 12 Ernick /Howard and Associates. Inc. 205 Marion Street 206/682-1516 54441 .r.s+rfe9=d7M1+ sCALE: 1/8"=V-0" 403 NO: 1379.101 DATE: 1/8/91 DRAWN BY: -4 A 1 99 %" RECEIVED r.ITY OF TUIKWILA JAN 1 8 1 '3111 PERMITCENTER ELEC /TELEPHONE PLAN-FIRST FLOOR • COFFEE WORK ROOM 232 STORAGE WOME [228 • 4h Il► 111 fir • ♦ -� ,- ROO 1 II I iT -n OFFICE [218 CONFERENCE • [219 OFFICE 220 OFFICE [221 .1 OFFICE [ 222 1 --- OFFICE OFFICE 224 OFFICE [225) 1 (gi OFFICE OFFICE 1217] [216] hRK AREA x 2021 WAITING OFFICE . 215 OPEN WORK AREA 237] OFFICE SECOND FLOOR PLAN OFFICE OFFICE [214 I COFFEE [2 OPEN WORK AREA :J OFFICE 12121 205; OFFICE OPEN WORK AREA OFFICE 21 OPEN WORK AREA X235 ) LIBRARY 1_22 OPEN WORK AREA a06 OFFICE A OPEN WORK AREA [ 2091 OPEN WORK AREA OFFICE --{_20- r ELECTRICAL NOTES ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 12" ABOVE FLOOR UNLESS OTHERWISE NOTED. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOP TO EXECUTION. ALL UNUSED POKE- THROUGHS SHALL BE PLUGGED CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. VERIFY QUANTITY AND LOCATION WITH DESIGNER PRIOR TO EXECUTION. ELECTRICAN SHALL COORDINATE CORE DRILL LOCATIONS W/ DESIGNER AND C ON UTER ACCESS FLOORING CONTRACTOR PRIOR TO EXECUTION. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANTS CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL WIRES AND BOXES AT EACH LOCATION. ELECTRI AL LEIGEND te DUPLEX RECEPTACLE OUTLET• FLOOR MOUNTED DUPLEX RECEPTACLE OUTLET : DUPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V. 20A I FOURPLEX RECEPTACLE OUTLET FLOOR MOUNTED FOURPLEX RECEPTACLE OUTLET FOURPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V, 20A I$ SIMPLEX RECEPTACLE - DEDICATED CIRCUIT 120V, 20A 4 WALL MOUNTED TELEPHONE OUTLET Q DEDICATED TELEPHONE LINE <I WALL MOUNTED COMBINATION TELEPHONE /CRT CABLE OUTLET ® FLOOR MOUNTED TELEPHONE OUTLET FLOOR MOUNTED COMBINATION TELEPHONE /CRT CABLE WALL MOUNTED CRT CABLE RECEPTACLE OUTLET - FLOOR MOUNTED CRT CABLE RECEPTACLE OUTLET © JBOX 140-T TIMER tigti4t. SHARED DEDICATED CIRCUIT 120V, 20A - DUPLEX OR FOURPLEX AS NOTED ON PLAN - MAX. 6 DUPLEX OUTLETS PER CIRCUIT. IPA DEDICATED CIRCUIT 220V. 30A WIREMOLD SECURITY ALARM - SPEC TO FOLLOW. ELECTRICAL ACCESS FOR PANEL SYSTEM BASE POWER ENTRY, 3 EA. 120V, 20A CIRCUITS. �III�IIiII�I)i�I�IlIJIII` f�L)I)!)III)IIl�l��, tilp 11111 O to m * N 1 2 3 LZ 9Z SZ ii ; Ez zz t? OZ 61. 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MACHINE STORAGE ( 2.4j OFFICE OFFICE ( 242j (243J a OFFICE (218) CONFERENCE ( 219 }-- OFFICE 1c OFFICE ( 221 OFFICE 12 OFFICE OFFICE X241 OFFICE [ 2251 •s OY..1 , .:X.1.4: 6W.O“A"Vir4040 Flo,w...ti:s.�a►a?3 ...: +.w.•....a.;a5rr:az: . .' ! •".41 ?:Sc.r+tT:: 4 :: \DTL. OP DISPLAY RAIL :••■ '.A OFFICE OFFIC 2171 216] trrt!>r ti -t WbRK AREA (239 OFFICE SECOND FLOOR PLAN L233 OPEN WORK AREA O />, ► OFFICE OFFICE RT3-1 ( 2371 OPEN WORK AREA 1238.1 [2031 OFFICE ROOM I 3/4" = 1V_O" COFFEE 49 OF Aaep P i I`114 f ' H. 1 T .r }"! ►k -rt -1' larrt Fad• • •�� ,",�l i°r1 'I" I PZ'°i 1 ' -- 04..00 Nc;1 f Oat' fa. ir4 Ate' r1 CA sT°40.1r ICE (2041 OPEN WORK AREA OFFICE [2 OPEN WORK AREA Pa OPEN WORK AREA 24� n� •I e fSu Qi=' p'L e 6.0-01r-151- r05) OFFICE OFFICE L2..11 OPEN WORK AREA 2351 1. LiBRARY [24_0 to •••••• r OPEN WORK AREA (2.10 (201 OFFICE i�'i9T�Y"•�„ ?. t',`+ Y�t�w4S�c"' d�' t& �d� i. �i'" Yi,' 'SJ�k+�c,- �'v'A".»:i4.;' *:li, OPEN WORK AREA 2091 OPEN WORK AREA 2081 OFFICE - --(?o CPT -2 CST -3 CPT -4 CPT -5 VCT -1 VCT -2 RB -1 RB -2 WB -1 T -1 T -'2 CT -1 CT -2 CT -3 FINISH SCHEDULE G -1 • CT-4. GS -1 PL -1 CPT -1 Carpet -1 (General) Carpet -2 Carpet -3 Carpet -4 Carpet -5 Vinyl Composition Tile -1 Vinyl Composition Tile -2 Rubber Base -1 Rubber Base -2 Manufacturer: Quality: Color: Wood Base -1 Tile -1 Tile -2 Ceramic Tile -1 Ceramic Tile -2 Ceramic Tile -3 Ceramic Tile -4 Grout -1 Granite Stone -1 Plastic Laminate 1 Manufacturer: Quality: Color: Manufacturer:' PRINCE STREET TECHNOLOGIES, LTD. Quality: New Wheaton Color: #NW 61665 "New Ballgamo" over 30 dz.•pud Manufacturer: PRINCE STREET TECHNOLOGIES, LTD. Quality: Classic Color: #CL 182 "Black Tie" Manufacturer: PRINCE STREET TECHNOLOGIES, LTD. Quality: Classic Color: #CL 189 "Cashmere" Manufacturer: PRINCE STREET 'TECHNOLOGIES, LTD. Quality: Classic Color: #CL 201 "Drive -ins" Manufacturer: PRINCE STREET TECHNOLOGIES, LTD. Quality: Classic Color: #CL 139 "Ferrari" Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: . Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: TARKETT Expressions Collection #4512 TARKETT Signals Collection #3837 ROPPE 2 1/2" Straight @ carpet • #00 "Black" RCPPE 2 1/2" cove @VCT #98 "Ivory" 2 1/2 "'paint grade • P -3 (see below) (Fred Wiley Co. - Distrib.) 12" X 12" Pompeii Stone; Sealed. #645 GS (Fred Wiley Co. Distrib.) 12" X 12" Pompeii Stone; Sealed. #501 0 IMPERIAL (Uniq Dist. Corp.) 3" X 3" #F -404 "Beige" CROWN (Fred Wiley Co.- Distrib.) 2" X 2" Aurora Series #AA -258 (Black) CROWN (Fred Wiley Co Distrib.) 2" X 2" Aurora Series #AA -211 (Green) CROWN (Fred Wiley Co. Distrib.) 2" X 2" Aurora Series #AA -202 (White) MAPEI Keracolor #15 Bone - 05 3/4" Slab Granite • "Black Andes" FORMICA Matte #506 "Beige Grafix" P L- 2 MDF -1 MDF Board -i WS -1 P -1 P -2 Paint -2 P -3 BL -1 WM -1 RATINGS Emick" /Howard anr: n..; ;oci:1tes 205 Marion S :r :_! 206/682.15 Paint -1 (General) Paint,, 3 Blinds -1 Manufacturer. LE OLOR Qualify: 1" Blinds Color: #892 "Low Gloss Black" Walk -off Matt -1 Manufacturer: CONSTRUCTIONSPECIALTiES Quality: • Recessed Mounted Pedimai #PM375 RM Color:. #8910 "Spruce" FINISH NOTES • All walls are to be painted P -1 (Paint -1), unless otherwise noted. • Contractor to provide paint sample on wall at site for designer's approval prior to proceeding with work. • All doors and frames to be stained WS -1 (Wood .Stain -1) uniese otherwise noted. • Contractor to provide stain sample at site for designer's approval p►fnr io proceeding with work. • Stair rail to be painted P -2, see architect's plans. CARPET SPECIFICATIONS Tufted Yarn Weight: Dye Method: Pile Height: Primary Backing: Secondary Backing: Total Weight: Warranties: ,_,..,.:- .,:..G?..„- ».......- ......._..:.» •`�,•,w- '�•,�,�•�rr- ... ..,..., r.. m ,.. r..... .....w:G±'..- w:Ni•,:.::CSri rr �.::..•*w...»- ".,+.,,- - a�,r+... -. w. �- ✓.'a..:ta�•..w.a..•.+++r .-.. -: Plastic Laminate -2 Manufacturer: Quality: Color: Manufacturer: Quality: Color: Wood Stain -1 ' Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: Manufacturer: Quality: Color: PRINCE STREET TECHNOLOGIES NEW WHEATON SPECIFICATIONS Product Name: Surface: Face Yarn: 'HDRT Backing 68 ounces per square yard 10 year wear warranty ' High Density Reinforced Leno Woven Polypropylene — HDR is a trademark of Prince St. Technologies. s Static: Below 3 Kilovolts Flooring Radiant Panel: Class 1 New Wheaton Tweed cut and uncut textured pattern Monsanto Ultront 3D 4th . generation soil, hiding f nylon with permanent static control 30 t Yarn dyed - unlimited dye lot capacity .250" Closed weave polyolefin with static reducing fibers I JOe NO: 1379.101 DATE: 1/8/91 DRAWN BY: SG CHECKED BY: FORMICA Matte #909 "Black" Contact: Glen @ Stageplan 282.7302 3/4" board Color and edge detail to match sample provided by designer. Matte Black Ebony stain to match sample provided by designer. FULLER O'BRIEN Eggshell #G -78 "Brown Mist" FULLER O'BRIEN Versaflex #RM -32 "Low Lustre Black" FULLER O'BRIEN Eggshell @ walls Semi -gloss enamel @base #9-114 "Imperial White" , r .�i '5 p9: FINISH PLAN ' - SECOND FLOOR RECEIVED fITY OF TUKWiLA . 1 1s PF.RMrrCEt1TER • • • 0€ 6E 8G LE 9 GE I fIIIiII!!iIIIIltlIIIItI! t I I! i .li1 J EfI J IJtE 1 ItJ l IJI t IlI t 1ft t II f IiI [ II J Ft [ IIt I If J 1I I It I I I !Iti t 1 7 .,4' I � the microfilmed .... .. .. !OTE. ilmed d+ cument is Less clear than this notice, it is due to the quality of the - original document. ZZ LE oz. el GL LL 91 SI. aL C! EL • IL 0L 6 8 G liIEI1i11illthin1lll!11111 i 11161111I1Ii�11t 11111iIII�II !IIIi111IIii11 " H!111111i!illi!iili!1111! ill! iiliitii !i!111111liiiliiliiiiOM ,. '""`"- +. .r st s- �c %. . ,+ -.,cat .rrr t.8•� < r^^ sr !.•wr r '1.7..f.:',-,: ? ;ti r fi ' sy f . �v } 0.1 .t .7" 4 s ; -, et -•: , �F y y •J�. •r • r o,% �� " ': � l5:�� yL ye s � k r f ,. . 4,�,t f :.I . 4 .td i F.. a .'� - - .+` , :. ri rte, s•l I Ta lf. + di 7r 4 v + J) i r K + t 2� ' } o� `, f 3 ✓'+' .I: rr ,� �r 1 i�.tid.r: _,y.<:: �C.v�awdahr...�.'r'�r`. „ J'�_r�� �.ive ,. ♦ -, r.:: .'�` AbbrevlatlohsQ And Angie At Centerline Diameter or Round Pound or Number Existing A.B. ' : Anchor Bolt ABA/. Above ACT Acoustical Tile A.D. Area Drain ADJ. - Adjustable A.F.F. Above Finish Floor ALT. Aiternate ALUM., Aluminum A.M. Acoustical Material APPROX. Approximate Access Panel ARCH. Architectural BIT. Biturninoue BLDG. Building BLK'G : Blocking BM. Beam 'B.03 ,By Owner BSMT. Basement B.SPLASH Bocksplash CAB. Cabinet, ,Cup Dispenser OEM. :.Cement Cornerr" Guard Control . Joint Center Line. Ceiling U Conc. Masonry Units Cased Opening Column CONC. 'Concrete CONF. ' Canferen CONST. '' Constrtiction CONT. ,Continuous ;,,CONTR. Contractor ,CORR. Corridor CFT. Carpet' • C,T. Ceramic Tile .C.V11.'. Cold , Water 'OET. D °! t3rtnking Fountain Diameter'. Dlnnenelon DN. Down DR_ Door D.S. . >; Down : Spou } D.W. :- Dishwasher DWG. Drawing E.C. : Electric Cabinet tit.. Elevation ELEC. : Electrical ELEV. ' Elevator ti E.O. Electrical Outlet E.P. Electricai Panelboard ;EQUIP. Equipment E.W.C. Elec. Water Cooler EX. Exposed EXIST. Existing EXP.. Expansion EXP.JT. Expansion Joint EXT. . Exterior D.F. DIA. DIM. Department mboi Le SECTION SECTION Joint Knock Out w Lavatory Laboratory Light/Lighting Louver Light Weight MATL ' Material MAX. Maximum MECH. • Mechanical MEMB. Membrane HT. H.W. 1.D. INSUL. INT. JAN: JST. JT. K.O. LAV. lam. LTG. LVR. LT. WT. F.A. Fire Alarm F.B. Floor Drain FDN. Foundation F.D.V. Fire Dept Valve F.E. Fire Extinguisher FiN. Finish . FUR. Floor FLASH'G Flashing FP. Fireproofing F.S, Full Size FURR'G Furring FUT. Future G. Goa GA. Gauge GALV. Galvanized O.B. ,Grab Bar G.C. General Contr. GL. Mass GR. GYB /013 H.B, Hose Bib HDR Header HDW. Hardware HDWD. Hard Wood H.M. Hollow Metal HORIZ. Horizontal H.P.M. High Pressure Melamine Height e. Hot ° Water Inside Diameter Insulation interior Janitor Joist :. Metal Manufacturer Minimum Mirror Miscellaneous Masonry Opening MTD. Mounted MULL Mullion Not In Contract Number Nominal Not To Scale On Center Outside : Diameter Owner Contractor , Installed Office Overt eud Opening Opposite Overhang MET. MFR. MIN. MIR. MISC. M.O. N.I.C. NO. NOM. N.T.S. Q.C. O.D. O.F.C.1 OFF. O.H. OPNG. OPP. OVA EG. Grade Gypsum Board end REQ'D REV. R.F. RM. R.O. R. PART. '.LAM. PLS. PL. PLY D. P.S. P.T.C. P.T. P,T. INSP. Q.T. R. R.B. R.D. R.E. REC. REFR. REINF. S.DISP. Soap Dispenser SECT. Section SH. Shower SHEA1H'G Sheathing SHT. Sheet SIM. Similar SL , SLNT. S.M. SP. :SPEC. S.S. S.ST. STD. STAR. STRUCT. SUSP. SW. S.W.F. SYM. T. TEL TEMP. GL T TIRES. H T.P. TR. TYP. U.N.O. V.B. VERT. VEST. V.F. W W.C. WP. W.R. WS: WSCT WT. WDW. Partition Plastic Laminate Plaster Plate Plywood Paint System Paper Towel Cabinet Pressure Treated Paper Tows! Dispenser Quorry. Tile Riser or Radius Rubber Base Roof Drain Relocate Existing Recessed Refrigerator Reinforce Required Revised Resilient Floor Room Rough Opening Roof Vent Sealer Sealant SOrfac® Mounted Standpipe Specifications Service Sink Stainless Steel Standard Steel Storage Structural Suspended Switch Special Wall Finish Symmetrical Thermostat Telephone . ;Tempered Glass Tongue' and Groove Threshold Toilet Paper Holder Tread Typical ' Unless Otherwise Noted lrnyi Base Vertical Vestibule Vinyl Fabric With water Closet Wood Window Without Waterproof Water Resistant Weatherstrip Wainscot Weight Schedule of Draverin e: r Tiky '11'iLll6FY�lIR CI1fIL, GO mRADIN4 4 STORM DRAMACd PLAN FEE• Lt LANpgGgpY PLANTING PLAN LZ SCHEDULE / NOTES / DETAILS 4H i C_ A t ti SITE PLAN Alb A3131 4.41 ASR 460 Al Ae MRS" PLOOR PLAN / DETAILS - BLDG. 'B' SECOND PLOOR PLAN / ROOF PLAN - BLDG 'B' BLDG 'C' - NOT N THIS SUBMITTAL ELEVATIONS - BU?G. B ELEVATION / exCTION ' BLDG 'B' MISCELLANEOUS DETAILS / SCHEDULES awes PLAN' / DETAILS 81.1 POUNDATiON PLAN - BLDG. 3 81.2 - SECOND FLOOR PLAN - BLDG. B 61.3 ROOF' PLAN - BLDG. B 614 BLDG. C - NOT iN THIS SUBMITTAL SID BLDG. C NOT iN THIS euemirrAt. 62.1 POUNDA +ION SECTIONS 822 memo PLOOR SUCTIONS 821 ROOF S IC+IONS 62.4 STAIR DETAILS 83.1 ' PANELS BLDG. B 83.2 BLDG. C NOT IN THIS SUF3MiTTAL i , CONNECTIONS / GENERAL NOSES Architects Edberg /Christiansen Ar hatects 616 First Avenue, Suite 400 Seattle WA 981104 -2258 206/682 -2857 S tructural Engineer: Robert Raach0e /Daniel Lake Engineers Northwest, Inc. 6389 Wood0awn Ave. N.E., Suite 205 Seattle, WA 98115 (205) 525-7558 Civil Engineers Tom E argliauseo (3arghausen Consulting Engineers, veers, 0 nc. 182115 72nd A venue , South Kent, 'r. A 98032 (206) 251.5222 CIIeflt: SHAMR' CK ASSOCOATES Lowman & Hanford Bundcng 616 First Avenue, Suite 600 Seattle, WA 98104 (206) 292 -1160 General Notes Le Nsai rAIRSJELL 1. ALL CONSTRUCTION IN ALL. COW ORM TO THE 1988 EDITION Oh THE UNIFORM i BUILDING CODE, MSS UNIFORM MECHANICAL CODE, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER PREZ CODE, AND ALL PROVISIONS CA APPICAISLE LOCAL CODED. _____A _ -------- 2. ALL WOOD N CONTACT WITH CONCRETE OR MASONRY SHALL Bs PRESSURE TREATED WOOD OP ANY SPECIES OR FOUNDATION GRADE CEDAR OR REt?WOOD• ALL MARKED BY AN ArPPROVED TESTING AGENCY. 3. FROVIDE HORIZONTAL PiRBBLOCKiNG IN ALL PRAM WALLS AT 10' -0' O.C. AND WHERE PRAM WALLS PENETRATE CEILINGS. PIRE!'3LOCK iN ACCORDANCE WITH U.13 SEC. 2E16 (P) 4. ENCLOSED ATTIC SPACES CES SHALL BR DIVIDED INTO HORIZONTAL AiREAS NOT EXCEEDING 3000 SP (SPRINKLERS!, AREA NOT TO iEXCEBD 000 SP) WITH THE GREATEST DIMENSION NOT TO EXCEED 80 PEr (100 PEET iP SPRINKLEREDE ENCLOSED SPACE BETWEEN' . ..00R$ AND CEILING SHALL BE DIVIDED INTO HORIZONTAL. AREAS NOT EXCEEDING 1000 EP. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING PROM THE CEILING TO ROOP OR FLOOR. PROVIDE BUILDING ADDRESS LETTERS OVER EACH ENTRY DOOR. LETTERS TO MATCH EXISTING► LETTERING AT BUILDINGS B AN C AND '1°O A MINIMUM OP 6' N HEIGHT. CONFIRM ADDRESSES WiTH ARCHITECT PRIOR TO APPLICATION. 6. PROVIDE A FLOOR OR LANDING NOT GREATER THAN 1/2" BOLOUJ THRESHOLD ON EACH SIDE OP: ALL REQUIRED EXiTS. 1. PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH BUILDING AS DIRECTED BY PRE MARSHALL. S. PROVIDE i6XiT SIGNS (NON - ILLUMINATED UNLESS OTHERWISE NOTED) OVER EXIT DOORS N REAR OF EACH BUiLDINGi. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OP ANY DISCREPANCIES, CONFLICTS, OR CHANGES ` TO Nue* DRAWINGS: 10. GENERAL. CONTRACTOR TO VERIFY ALL DiMENSIONS. 11, HYAC, PLUMBING, ELECTRICAL, AND PIRO SPRINKLER SYSTEMS TO BE CONTRACTOR DESIGN/BUiLD. BACH SYSTEM SHALL CONPIORM WITH STATE AND LOCAL CODES AND BE COORDINATED WITH OWNER. CONTRACTOR taULLY RESPONSIBLE POR INSTALLATION, IMPLEMENTATION, AND OPERATION OP EACH SYSTEM. PROVI©E HAT AS REQUIRED TO PROTECT SPRINKLER SYSTEM PRIOR' TO INNSTI4I.LATION OP HVAC SYSTEM. CONTRACTOR SHALL SUBMIT EFLANS AND SPECIFICATIONS FOR ALL EtSIGNr'4 UILD WORK TO CITY OF • TUKWiLA FOR APPROVAL. ALL DIMIGN WORK SHALL BE DONE AND STAMPED BY A PROFESSIONAL LICENSED ENGINEER N THE STATE OP WASHINGTON. 12. G iRAL CONTRACTOR RESPONSIBLE ODOR PERMITS INCLUDING DBt31GN/BUI1..D WOREC. 13. CONFLICT: N CASE OP ANY CONFLICT WHEEEREiN THE METHODS OR STANDARDS OP INETALLATiON OR THE MATERIALS SPECIPIED DO NOT EQUAL OR ExCEE30 THE REQUIREMENTS!. OP THIS LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTiRY THE AiRCHITECT OF ALL CONFLICTS. 14. DO NOT SCALE DRAWINGS:. THE CONTRACTOR SHALL • use DiMENSIONS SHOWN ON THE DR4IUINGa AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT iP ANY DIECIEEPANCiEe ARE FOUND. M6. ABA dvIATIONS:.: THROUGHOUT THE PLANS ARE ABBREViATIONS UWHiCH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED iS NOT iNTENDMED TO BB COMPLETE OR REPRESENTATIVE Or CONDITIONS OR MATERIAL ACTUALLY' USED ON THE PROJECT, _THEE ARCHITECT WILL DEFINE THE INTENT OP ANY iN cEUESTION. 16. , EACH CONTRACTOR SHALL LIE RESPONSIBLE POR VERIFICATION AND COO 3DINAtION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE WITH THE DRAWINGS. 11. PROVIDE GALVANiC INSULATION BETUJEEJ DISSIMILAR METALS. IE. ALL EXIT DOOR$ SHALL ea OP I LB PROM THE INSIDE WITHOUT THE USE OP ANY KEY OR ANY SPECIAL KNOWLEDGE OR REPORT. al DescriDtions PARCEL. 'A" CP CiTY OP TUKWILA SHORT PLAT NO. 80 -13 -SG AS R1 C4RDE0 . UNDER AUDITORS PiLES NO. 800E03 1 412, RECORDS OP KING COUNTY, W. LOT 1 OP CITY OF TUKWILA SHORT PLAT NO. 81 -39 -S AS IR$CORORD UNDER AUDITORS PILE NO.82042E064E, !RECORDS OP KiNG COUNTY, WA. rAgCr LOT 2 OP CITY Otis TUKWILA SHORT PLAT NO. 81 - 39 - SS AS RECORDED UNDER AUDITORS PiES NO. 820428064$, RECORDS OP KING COUNT'r, WA, • : � PARCEL. ° B" OP CITY OP TUKWiLA BOUNDARY LINE ADJUSTMENT NO. 04.36 -L9LA AS Raconoso UNDER AUDITORS PILE NO. 8601240863, RECORD OP KING COUNTY, WA. LOT 2 OP CITY Oh TUKWiLA SHORRT PLAT NO. 81 -4 -86 AS iP.IE6tCORDEC+ UNDER AUDITORS PILE NO. 8804210168, RECORDS OP KING COUNTY, WA. Prolect Data: JURISDICTION: BUILDING CODE: ZONING: SEISMIC ZONE: OCCUP'ANC`r': CONSTRUCTION TYPE: SITE AREA: BUILDIIV4..,O,RBA BUILDING 'A': BUILDING 'B': PiRST FLOOR: SECOND PLOOR: BUILDING 'C': FIRST FLOOR: BUILDING 'B': FIRST FLOOR: SECOND FLOOR: BUILDING TOTAL PAiRKIiNG PROvIDE30 Vicinit Ma CITY OP TUKWILA 3 B -2 E-N, SPRINKLISRf2D 19c',100 SP +/- 19911 SP 14048 SP, 481' -1' PERIMETER 16616 SP, 481' -1' PERIMETER 23,699 SP, 660' PERIMETER 13914 SP COVERAGE (GRO>38): 29% PARKING REGIUIR P c4 a BUILDING 'A': 19911 SF • 1/1000 = 20 STALLS 3b0 SP • 2.G/1000 s 10 STALLS 11,163 SP • I /1000 2 IM STALLS I ,616 SP • 2.5/I000 = 11 STALLS 23,699 e a i /1000 a 24 STALLS 82 STALLS 84 STANDARD STALLS 3 HANDICAP STALLS 18 TRACTOR/TRAIL'EEe RECEIVED P.rry C1P IKi Le► MAR 7. 1991 : PEEMIT'CE! ' ,. ranuszionimMisionsammaissammENE L 11:6/91' REVISED aL . PEP!' cotllENt6 DATED ED 44/91 is Stites:Ts roPt% 9 2.):NsOLAII01%3 3, V( ftACE 4) ��r�s - rRuc, - r eoAi MASI Architecture` &'P 616 First Averlue, ::Suit Seattle, WA ?$1 . 206/682.v TITLE SHEET Date ' It/21 /89 Comm.No. 804 Pit 2 \s CONC. CUB AND SI BARRIER 21' -0" 33' -6" FOR ACCESS 15' -5" OPEN UNDER STAI 2x4 a lb" O.C. IUOOP STUD WALLS :. TO STRUCTURE W/ 5/8" GUE EA. SIDE i SOUND INSULATION. TYF. ALL • WALLS AS SHOUN, 2' -6" 4' -0" ANODIZED ALUMINUM FRAME WINDOWS 4 GL/'ZING TO MATCH EXISTING BLDG. A TYP. A$ SHOW. PROVIDE 2XI2 J0187S +� 16 " O.C. W/ 5/8" GWB CEILING AT 8 Fr. 4 3/4" PLYWD. ON TOP. 33 - / r PROVIDE 4 FT. DEEP CONC. PIT W/ SUMP 4 ALL REQUIREMENTS BY SELECTED ELEVATOR MFGR •• � VER rY W/ OUf IER d .r ,,' EL V, MEC 4. ..� LANDSCAPING PARKING," 134' -0" ed LZ 9Z Se 4 7a u16 111111111iii��inllni !1!illlin uilii PROVIDE RUDER STAIR TREAD COVER AT ALL TREADS t CARPET AT LANDINGS. as 11' - 0" 33' -6" FOUR FLIGHTS CF STAIRS TO SECOND FLOOR. 1 TREADS 11" EA 4 8 RISERS a 6.91" E.\. (MAX.) PER FLIGHT. ---� STAIR 2 1 ELECTRICAL DOD b E 108 016 CONCRETE TILT -UP WALLS. TYPICAL AT ALL EXTERIOR WALLS UNA. SEE STRUCTURAL DRAUJIttGS. CONCRETE SLAB ON GRADE WI FLOAT FINISH 4 SEALER, SEE STRUCTURAL DRAWINGS. --, 12' -5" 1111 II if II I 1111 4 5 6 ADDITIONAL TREAD T• THIS FLIGHT OF STAIRS Y (29 TREADS TOTAL). ----- VISUAL BARRIER 33 24' -0" LOADING DOCK 21' -0" —PROVIDE I 1/2" RD. STEEL PIPE RAILING EA. SIDE OF STAIR AS EEQ'D. BY CODE. 013 24 QVEEWEAD DOOR NOTE: If the ml.crofilaed document is leas clear than this notice, it is due to the quality of the Qriginal document. CZ ZZ L OE St Est L` 9t 9t pit et Zl It Qt• !,��!�i�li► 11 1_ �! ��inil 111n1111111111111111In! �Inn�n1iL111�1! nli�l��inilil! i�1n1111 ii�i�11h1u�niilnli�ni11ni1� 1 r 1 'I" pp.;11q;11"6 r y 3}` F . s.: .i'VSl '- � gr ` "ji ..ti `Cj'S'✓' ,�,.vrt r' '°tiff p'F,� .r S�': ,r'; y,.,,.,�M... ( 1111111 1111(11 p'±' �±':1, ks.3�i �.._�:',- � �-" t�C",' 3? r?�� .f,A��A %I� &""�.J -;.� �` ...'.�i.�::.- ..;�.•.;�A'V1,.�i ; r7. : , - n �4� d;? — EDGE O� LOADING DOCK H VARIES E Z t "" ! IIII11III1III (1I1i! 2" RD. STEEL PIPE RAILING W/ WOVEN WIRE ENGINEERS CLOTH. SEE TENENT IMPROV. DWGS. 6' -8 1/2" STAIR SECTION SCALE -' 114• • r -O' I.OE3BY 5/6 GWI3 WAR AROUND STRUCTURE STRUCTURE SEE STRUCT. 17)121,:-:5 SCALE: 1" 1' -0" 2ND FLOOR STL. MC 12 LET INTO CONC. WALL J MOL 1' -6" 6' -8 I/2" SM. STAIR W/ CONC. PANS 6.91" RISERS t " TREADS TYPICAL AS SHOUt`L 18" RD. CONC. COLUMN • /a1/8p leVIes' PpR r i.pc P5PT1 PERMIT MT. • 1/8/91 IE■ISrD rR GLINT EnctuRowAlerk cAaSOC. 301 � a t Lett ' siAll or WAS4It;CTON kited ` re ; &' P {armin ► kj) First Avenue, ' �{ 'MtMe, WA 2258 89omm.No. -0489- In Gherge RLC Drawn ley F & Cheokrd ! CHE , W -.'.i:,1.:17' " e b <:. -.; ...,£..",. L- is °Q..�.2�'hr.:.r:sr >r11^,.n,.:.. .', �_.: •fir' {"s.. �.<.s..... _ 14' -0" • 33' -b" 51_/ AA * 11' -0 " . OMEN TO ENTRY BELOW SCALE: GUARDRAIL 28' -0" IP -0" 33' -b" 11' -0" S' 4X8 SKYLIGHT ABOVE. TYP. 1 PLACES. COOK SKYLIGHT L•oCAA IONS LU/ STRUCTURAL DUJGS. AND TENANT IM"ROV. DUGS. MONTGOMERY 2000' HYDRAULIC ELEVATOR CAB SIZE 60" X 12" II' -0" Ib' -0" 33' -b" A SKYLIGHT LOCATIONS 11'41" O6 6z ea r.z sz sz 1/z eZ ze tz Qz 6t et it 9L st 4t et 11 11111IIIIIII 11111111 1111111II1 111 ;111 11111 1111. 11111111111 1111111111Ii111111111111111I111111111 111111111 11 + 1 I 1 I l_ L "III.IIIII IIhIIIII IIIIlI�IIIIIII IIIIIIIlIII! - r , c- ,�,.. .. -. .. r: r. � sit x ...r- -.rs . -,,... ,!ct - ; x +v+•.,. a ...ry .. .. .. ...,.... ... ," m.., .. ,y:,. /. ., : -..r*. ,r {3.... ,'k . /'2 A. { .. �... tf ,. ..•, r ..� ,.ma :'�- ..._ . r.,- :>r. -, ssf`:Slr r .,. dr.. �'.. ,,n=. '? /�s^�� .x '�, .f•. > 4 5 .'J}. Vii._ I � cr C..� .A .r;.. �� �f "`Y NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the -griginal document. 33 32' -D " 1 I`I() I G61j 'eej lc 41 INst' I . ..2,11._, IN i rei t ) 4rlo0, ANODIZED ALUMINUM FRAMED WINDOWS TO MATCH EXIST. W/ 3/4" INSULATED GLAZING. OUTBOARD LAYER TO BE GRAY 4 REFLECTIVE. TYP. AS SHOUJN THIS PORTION OF WALL IS TO ENCLOSE THE STAIR STRINGERS ONLY AND DOES NOT EXTEND TO THE FLOOR. 25' -I I!2" u p L s 8 111IIIi111i11111111 111' 11IIII1111111111111111111 :• ' . W'. 1 I1IIII11Ili 2' -I0 I/2" I 11 MADEMn°ERIWf 12 1 9 ♦j E Z t riw O 111111111 1411111 1111111111111111 11111111 f I I I I I I 111111111 1111;111 . 5 5" WIDE CENTER WALL 1/2" PARTICAL BG• ON 3/4" PLYWOOD GLUE TO STRUCTURE. I+ . STAIR SECTION SCALE: 1" = 1, ^0M , NOTE: INSTALL SKYLT. PER MFGsR•'6 RECOMMENDED PROCEDURES BASE FLA$! -1'G (CONT. TO 1" RIGID INSUL AROUND OUT-- at PERIMETER OF CURB SEALANT AT EDGE'S OF TOPPING TYP. f A STET'IER aY r1FGR. PL, YWD. SHEATH' SCALE: 1 a 1 '.. 0 " ti ROB 14TC1-4, 5/8" TY GUIB TYP. --- -> CARPET SAME AS C. NERAL AREA 2 FLOOR. SEE TENANT IMPROV. ` WGS. MQLDED INYL STAIR TREAD AND Rl R AND 3" STRIP AT LANDING OSE. 1/1" F'LYWOOr' RISER TYPICAL INSUL. FROGTEC> GLASS SKYLIGHT PROYrDE SEAL • U' IDS OF SKY T. SKYLT. PRAMS (BY FRAME 4 41A MAR.) - DBL. 2X EILOCK'G `1 —4X4 P.T. UJD. CANT ` 1 WED. ROOF JETS. FEte ATRUC. Du. . 1 �—. 1X4 WD. RLOCK SNAP LATCH 1V/ INT. AND EXT. HANDLES AND INT. HASP AND LOCK SINGLE `LF..AF GALV. 511.. R0a HATCH � - AUTOMATIC t4i:D OPEN AND OPFRA11NG ARf 1 F -- S1RUCIURE 1 V?" a PIPE i.ANORAIL LW MOUNTING C3RAGKET$ AS FZEQUIRED (4' O.C. MAX). 1 1/2" CLR. FROM WALL. 3/2V90 REVISED PEP 191.3Xs DEPT tth`t+ 1 /is/91 REVISED PER CL:IEN't)ANP EMICK/HOWARD 4 ,643$OC. q. Wik2i$ Date 1 /19/9' In Charge Drawn By Checked By sTATI. OF ei'FI S'J1∎`'l 11 Architecture & Planning 616, First Avenuer 4 Seaff le, WA 98104-2258 206/682 -2857 w!IL'A:gb� .aY�YYS`Y'L4'[" . YS.,N -4 zL •' eER�•L \ -.i: : .�.+s. .wa�.n:i. (.n" <•' �LYJw.v E-- TFNENT IMF'ROV. D\IG S. FOR 113 AREA +ft+srf�.48c,+tiaaP�exv. CARPET (SEE TENfNT IMPROV. D`NGS) OWR 5/4" \■D. TREADS AND 1/2" \vD, RISERS. 13 was AND 12 TREADS TOTAL - 1 t'tR RATED fN (:LOSURE F--- STRUCTURE 24 "k24" CONC. PAVERS SE't c?N 'PAVE -EL' PAVER PEPESTALS BY ENVIROSPEC INC. PLACE PAVERS LEVEL. SCALE; 1/8" t I I -0 " THIS PORTION OF WALL I3 TO ENCLOSE THE STAIR STR[NccERS ONLY AND DOES NOT EXTEND TO THE FLOOR 25'-1 1/2 29' -f' O 16 THS INCH 1 2 - 11 1E1 1 fII '1i1I I[t'riII 11 ,1 . 111 I it 11r1IIi')11I( I 1 4 5 6 7 NOTEt If the microfilmed document is less clear notice, it is due to the quality of the priginaL G? .:, than this document. 08 6e 8G GZ 9 5Z *iZ CZ ZZ LZ (ye 61. 6L Lt 91 91 *t 6l ZL • It Ole l 6 8 L ,: II I- � � ff I I I 1 I � I II 1 `u�, !11111 I. IIIIIIIIIILIIIIIII IIIIiIIlf 1111111 !111!1 1llllllilillllLllil , iill. itil IlllliiiIIIIIIi111 !lnlllnllllllii ,llllllliillllillllllllll it ► I Ili )) !!1111! i ilii Ililllnl�InilL(Illllilllll 111!1 (illili t"r � � �. ti .. c +� 'F...::' . {1 .. ,.A.. , f, tr .�. .Y. !^.,.. sC1 ., .f r Y' .: :. tIG ; •5� ' ..f .. Y. : .Lk . '4 � ., � + /s. . t, a rcf ✓.'' C , , ., �x v _ A"d #!'x t 7" . /' !� `.���.;.� ;..,r a. ,.,.. .,: • 5- - - a ,:.. �. a.. r _. .'S�`o� •yam. �_ c +:c. � a:.. `�•^. .r-. � a!'� �i' �1 ' hr y � { : '�?` F � %'. �3 a,"tr,• :� J'.,.i3. - :rl:¢s�. s n s z t wWp � iiiili itIliohinlii ilind Scala 1/s' ; ' - Date 1 /19/91 Comm No. 8048 in Charge RLG Drawn By IMO Checked By :; W O Isms > Z Z a O f:C H W �Z < Z W z U 0 m