Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6203 - Boeing #12-126 - Telephone Closets
PROPERTY OWNER Boeing PHONE 773 - 0444 ADDRESS P.O. Box 3999, M/S 89 -14, Seattle, WA ZIP 98124 -2499 CONTRACTOR Boeing 'PHONE 773 -0444 ADDRESS P.O. Box 3999, M/S 89 -14, Seattle, WA Z!P 98124 -2499 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP TYPE OF CONST.: V - UBC EDITION (year 1988 SETBACKS: N- s- E- W- FIRE PROTECTION: Sprinklers Detectors N/A UTILITY PERMITS REQUIRED? Yes E No (through 0 Publio worko ZONING: BAR/LAND USE CONDITIONS? 0 Yes OO No CONDITIONS (other than those noted on or attached to . ermit/.Ians /1 _. _ _ ..._.._._...r.. -.. \ APPROVED FOR ' • BUILDING it / f( I 4 , OFFICIAL ISSUANCE BY: 4, 70,5(' DATE: (./ < , 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav 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 frthO performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: �� V �� 2 DATE: 30 41IG057 f'qy0 PRINT NAME. Jotau 6- * iij O kf COMPANY: 1 N a ,1t t' eid 'i f C l CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. (oQ DATE ISSUED: 6 10 BUILDH PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING .FE mr. FEE:p PLAN CHE..CK FEE BUILDINGSURCHAR OTHER :': :;TOTAL >> 4.50. WNW PLAN CHECK NO.: 90 -324 ST 18300 Cascade Av S 23,750.00 ASSESSOR ACCOUNT # 788890 -0175 PROJECT NAME/TENANT Boeing #12-126 TYPE OF U New Building U Addition LN Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct five telephone closets. CODE uorOPL IAr[c[ SQUARE OCC. FEET LOAD TOTAL .................: ................... ................. SQUARE FEET SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET 000. LOAD 000. LOAD SQUARE FEET TOTAL SQUARE FEET TOTAL OCC. LOAD This permit shall become null and void It the work Is;not commence issua or if t wo rk �s suspended or abandoned for ap erlod : o� CERTIFICATE OF OCCUPANCY NO. '11 DATE ISSUED: ►0 days from the `rom the Iasi Ins ectlo PERMIT NO. CONTACTED Le& , ei-sa ticrttD,r-) DATE READY DATE NOTIFIED T � c 0 Y: ,_ 0B InIt. --+aK PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING r `'I l ` � 3RD NOTIFICATION B Y: ) i nit. ,PIPS.„° PLAN CHECK NUMBER BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS I S3D O CocoCik Av 5 SUITE NO. i53-6(\ 1Q 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. d UIREM S LT Date Sent - ate pproved BUILDING - 8 -8 -c ep initial review r"°' - ROUTED FIRE INIT. _ 2I O PLANNING O PUBLIC WORKS O OTHER APPt O VER::: INIT: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? 11 Yes E- W- INIT: INIT: TYPE - -Z ( C7 E OF CONSTRUCTION: final review INIT: ' `A FIRE DEPT. LETTER DATED: 91=/ 3°— L INSPECTOR: 5 ZONING: BARULAND USE CONDITIONS? (lYes r o REFERENCE FILE NOS.: PUBLIC WORKS LETTER DATED: ABC EDITION (year): REVIEW COMPLETED CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK c � NUMBER TION l HI ill I l l) OLT CO/IIPI.E 11-1.Y SITE ADDRESS -- / 03 Der> AV _ 92) PROJECT NAME/TENANT BUILDING USE (office, warehouse, etc.) PROPERTY OWNER taco, 4 Sl „ , ezemu<C5 ADDRESS po, 84X 3999 MS g9 56 47 WA CONTRACTOR 6 , 0 45 ,ik ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS DATE APPLICATION ACCEPTED 0 BUILDINJ PERMIT APPLICATION FEES °: DE8CRIPTI BUILDING;PERMIT? FEE:; PLAN CHECK`FEE!: BUILDING:: SURCHARGE ENERGY SURCHARGE':::: OTHER: TOTAL: AMOUNT • VALUE OF CONSTRUCTION - $ 23 - ASSESSOR ACCOUNT # NATURE OF BUSINESS: off/C.,5 - OCealee £ P0.5/01 WILL THERE BE A CHANGE IN USE? No LJ Yes IF YES, EXPLAIN: (for staff use only) 9 - V TYPE OF Drew Building Ad on J Tenant Improvement (commercial) LJ Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: (f) 7E EPA J r c /L�sE7 SQUARE FOOTAGE - Building: .i.,"7//. /.}4 Tenant Space: sa,.7e WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: Area of Construction: 7Z PHONE PHONE EXP. DATE PHONE 7 zi P7fa ey99 ZIP ZIP DATE ,75troL�/ �o �.9 SIGNATURE PRINT NAM EUJ OF/l 5. MUeDQC f/ BUILDING OWNER OR AUTHORIZED AGENT ADDRESS fp.0sy39q M/ g a /CITY /ZIP CONTACT PERSON J,/ (: MA DoCN PH ON ) 9`73'04 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 wh ?0w provide more dctailcd Ini rmation 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 433 -1951 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES 03!X /1Y COMMERCIAL pl iit lfdNilM NEMI OgWERC AL MtNLf1 P VA tt on p�„ ::..:::...... •npinser (m slag $ awnd .................................. ... RESIDENTIAL ....... ............................... J NQLEaFAIAfLY::DWELLM GWADC SBMITTAL'CHEC.LIST crosi si. rN;ftiAinkii Wa h npror : 5gs11; EnK ut igr;,Permit appiics silts '01 '001'. rihowhq U* udNty alto plan nwy ba �omb�. T , S as and cbec ilst Ibr epichlc aubinm.l s qukr nw ni +end soils lnliormafion may bs rraqukrdt 2) t f stri a ons0uctio tfateilt . ... ti u j = ed ion . . . .. co sett dn '`:> • �p wa>I 00 d meC attach for floor rind coiio : > . • 0turaf ci to it sttoni'r `<a:W iti(fon 9t at by .. nfl ng noar miry be mquwred.It:struc Ural work is • t o b don N er►y utlNty wont k bo obn*, a vs b mrt 8e1ra 181t0:0 Zcari wally te nant 1;0 10041 u. s quare: root si, wkl+ .uee.`of'.oacl .zoom tf: ............... ....... ss gaRlam: _ > ..:: ..................... ............................... Ifky w?fkl is iw► ':must 1ubmitAad . t omple .00141 perm AcRwsair Account Numb Nirrstiva .... exit mmarlai being Inat IIERctAk TENANT IYPllOVEM1EW Type of Inspectio Site Address Requestor Special Instructions Inspection Results /Comments Inspector CITY OF TUKWILA Buildingf 'oartment 6300 So :rater Boulevard Tukwila, kA 98188 (206) 431 -3670 INSPECTION RECORD (0 Date 10 — - � v Date Want IA Project (D Jy1 (Z ICI eiv c) Phone # PERMIT # Date / -2 - ') Type of Inspection r A Site Address 1 twa I.I. �' tt ri Requestor r . Special Instructions Inspection Results /Comments: CITY OF TUKWILA Building 4"7tment 6300 South er Boulevard Tukwila, WA 98188 431 -3670 0- z, " -5 a 77 Qv-. Inspector , 2 -t.1¢.,_. ;4 INSPECTION RECORD PERMIT # Date Date Wan Project Phone # S 4 04- , ' 7 Date 4D "� - � 0 a.m. p .m 1 -- I z- • 2 lam_ ♦ + 0.111 r. ft f CITY OF TUK1i.ILA Central Permit System TO: ❑ Building ❑ Planning Project Name , Address Type of Permit(s) f / FINAL APPROVAL FORM ,/ ❑ Public Works n Fire Dept. y„ontrol No Permit No (f ❑ Police ❑ Parks/ Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. project is NOT approved by this department; the following corrections are necessary: () () () () () () () ( ) CITY OF 'fUAvef .l ( ) �..,..._ ._ .w ( ) ( ) Authorized Signature Date This project is approved by this department: Authorized Signature IE CT 0 41990 Date CPS Form 3 CITY OF TUKWILA 6200 SOUTHCI NTF R BOULEVARD, TUKWILA, 11A SIIINGTON 98188 Plan Check #90 -324: Boeing #12 -126 18300 Cascade Av S MUNE #120111 43)1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME ,ARTTOOF APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4." All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. 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. 8. 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 (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. 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. Gary 1. Vanl)usrn, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED 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 1 6 Masonry Chimney 431 -3670 ( 7 Framing 431 -3670 I 8 Insulation 431 -3670 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 i 16 PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 18300 Cascade Av S OTHER AGENCIES: DUILLJ11W r-mrt V11 1 INSPEC'iiON RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Boeing #12-126 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS 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 it 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. 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. 06/17/90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney X 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X14 FIRE FINAL Inep: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL )(17 BUILDING FINAL PUN CHECK NUMBER ° f O ` 32--4 PROJECT: " THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUUKWWILA BUILDING PERMIT NUMBER Wp No changes will be mid. to the plans unless approved by the Architect and the Tukwila Building Division. O 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 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363), (A11 mechanical work shall be under separate pereit 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, O 6 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 pereit number of the project being inspected. O 7 All structural concrete to be special inspected (Sec. 306, UBC). O All structural welding to be done by W.A,B.O, certified welder and special inspected (Sec. 306, UGC). O 9 All high-strength bolting to be special inspected (Sec. 306, UGC). Qj Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Ione 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. 13 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flass Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. O Subgrade 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.). O A statement from the roofing contractor verifying fire retardancy of roof Will be required prior to final inspection (see attached procedure). L04- All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington Otae Regulations for Barrier Free Facility (1919 Edition). O 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 is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. O Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. O All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a pereit 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. cy i t of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -324 (513) Gary L. VanDusen, Mayor August 15, 1990 Re: Boeing Company Building #12 -126 - 18300 Cascade Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Exit 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) 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) FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 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)) Yours truly The :Tukwila Fire Prevention 'Bureau DATE LOCATION ON PROPERTY FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS Plan Review PROJECT l 1 2.-- 12.4, ADDRESS ` 30O C. 4sC.PP De AU _ S OCCUPANCY GROUP _ - o F« e, TYPE OF CONSTRUCTION Z 1 � SPizkv Out l..fl«st j BUILDING HT. / NO. STORIES �� v ‘•,)/ C 12 or "'v' PLAN CHECK NUMBER TE LE Ti f4 ) CL6St7s DETAILED REQUIREMENTS 1°■) � OCCUPANCY l TYPE OF CONSTRUCTION, PART V, CHAPTER 23, U.B.C. W.S.E.C., CHAPTER 51 -10, W.A.C. NOTES: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT DI AMAMI/7 n I1lleltIAI prepared by: r . h • • • -6 .. . . 1. - z 4,i_ Y - e 1 • • ,�y� t +�'a► '• 3 'rty fir. A.r' � .�"' �v77t ►. � _ • m �... -•- ��: vs�r+ c+,^ .'t%Siltita">'.�- 'i?,�.�1.'r"�. 1S: s: � .. �`§�.�>�`.'.';9g' i`.�ff2�'vf .. "� ;x:';'...,!1"z5''.� .:°.. v- �:.,,; i`•�';i3°,+!'E-�+n.'�73�lLxl5 ". . s*" 7l�'- �3de ''.�?� 4 i • w mlIDrs. a;> x' zESOrs;.• m:. s• F• rs. �z? ri` .'SSSa�- ;:M'?s!",eKix�'sfiM45 === ?.'A re • •••• r- e t . ; • ; • r *�>' • • °. :F .7'N1 ritwo eWrO r t 7�.i'Gr. 1 ` ea"+.G:i:•{.ct >s?.�r..• r,..:,, ()L h;' 13G Le- fii +11'i�1111iilllll�llil +' 1I11i1 1illii11111I111I11111111111p11111111111111I11111111 1 1111111111111IIi1H 1111111111l11111111( 11111l I1j111111111111 111111111111111I111111111111111 2 4 5 6 7 8 9 in N3TT.: If the microfilmed document is Tess clecr than this 1 notice, it is cue to the quality cr the cripinel document, 9( Se tie ce ZZ t Qe, bl Ql L.t 91 St hl £l et !l 01, 6 Q G y <; t, it e i WW U 1i111i'11r ��1 , 1t! I ' 1 i �! + ( 1 �� �• i � + ( f} i ill iii (�� �� � �+ i ini i►�iinliii nl1lii I iifi lili I�Iilflii iii 11111 ►i111 i11t+111111�111ill i:ii11111 I.I1lillf 111011 +I 11111111 11111ii1i 111.0111111111�liil 111/1111 Il 111 111+1��11 X111 �i11111611111111111 Ilillilil ,1,11111 inlaid 11111 111111111111111111 11 IALOE IP1 Gf NMA171 12 • q_00 - ;nom NOM it • I unddrMiwkd tihak Ilw P 3)n (:hick app ovals are +ubit-. 1 k3ott-ot , WV SIMiss:On• and amtrcawatof plans iP, '60t 'ai411Y0t t ~r*;U Leofl of any aJowl w . < sn;oiY f of can- tr l SMil) 4:. 'a °3r9; teal*.;$:; ,; rooli dged. b t liiy r orniit Nb. F=ILE COPY • Ci_NiE.0 • `• 1i CVIY Of APPR A AUG 2 1990 BUILDING UILDID ION LEA:M Y L_ SYM REVISION BY APPROVED DATE Oi00 (Q4 13 SYM REVISION PROJECT AREA 1st FLOOR ONLY PROJECT AREA 1st & 2nd FLOOR BY APPROVED DATE I PLAN VIEW - 1ST FLOOR /D A Y/ FACILITIES DEPARTMENT O SCALE: 1/16 " =1' -0" ❑ AUBURN, VGA. 98002 ❑ EVERETT, VGA. 98201 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, VGA. 98055 ❑ SEATTLE, WA. 98124 1 4 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED TITLE BLDG 12 -126.1 !11 � !IIm!1y11I11 !1111111111111111`111111111 11!11 !1 11111I111I !111111Ii11I11!I1111Ij!11111I 1111111il!IIIIl11111IIITIly O 16 tll• RJC•. ,' 1 ! ! 11111! 1111111111 11111111111111111111(11 2 3 h 5 6 7 8 9 1 n 11 v19f f+FFMAIlr 1 2 NOTE: If the microfilmed document is less clear then this ._ notice, it is cue to the quality or the cripinel document, U� 6,." S:c Lc: 9e SZ t!L E ZZ lC oe 6L el LL 9L sL bl CL ZL LL 0 6 9 L 9 5 +, is Z l wlv U I 1 M4441111HHI!lill!IIItI!11 1 '!! WWWIII 611 1 1! I1llh11161III111 !411 PERMIT MASTER DRAWN BY DATE S BTITLE M 1 '1ST ML SMITH $ -90 CHECKED PLAN V I E W - FLOOR PLA D B COL A— F/1 -14 BSC LAST REVISION SHEET JOB NO. DWG. NO. OF AUG 2 �, 4 SYM P U11 DATE OF E1 -158 12 -126.1 PERMIT 1 na -w+. !' .. ....w.i.:.'1. �1w.i s.�..sdJ.!!r'J7;5 f.�•�iT..'J:'-�..'1 rl' RELOCATE PERSONNELL REVISION J! 105020 -00 _ J1704142 -01 5/7/90 REVISION PLAN VIEW SCALE: 1IlVei ` -f" BY rl SYN A RELOCATE R/V ENTRY DOORS AS -BUILT UPDATE NAVY OFFICE /LAB ECU NETWORK J;l175010 -00 J1775O62 -00 J1794512 -00 BY APPROVED OJT B. COLLINS J.TORR JW /AB DATE SYM 4/7/87 1/19/88 12/7/89 4 -23 -90 APPROVED DATE ,cf&7 ) ../A1/v 7 0 FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 0 EVERETT, WA. 98201 KENT, WA. 98031 ❑ PORTLAND, OR. 972.20 ❑ RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION S APPROVED DATE to 'N DA UBT IT M.I.EE 4/6/87 hHECXED a.' i 1 1 1 1 Fi.o'Y '.a .f .. - t v- c .a I 'c 4 . i .z.,3, ` .. ° S .. ..� 1 111 I I I IIl � I+ I ii{ i � I � I' I ! i i ` if1 � ili � li �� l ll � If1 111111 1 1 11 1111 1 � 1 1 11111 11 11111 1 1II I !II' i .r t: 1111 Ii1l !1 1 1111 1111 11 I lil .�. 7 8 . 9 �� 11 MAUFtNf,FRMe„r �2 0 NOT if the microfilmed document is less clear then this notice, it is cue to the quality cr the arinineI document. F." EIG Le 9c A 7 EZ. ZZ t n�' 'at fat LA. 91 ._.._. t -.., VI £ zt 4L _.. ._. 01..._. Fi Q L y <_h +� $' Z I L W� U ! lilt! HIH I! IfIIIIIIiI!!III1!Ii1 1,1 111 fill! I11iiiiIIINfl !! Ili! ifI IIIIII11 {IIIIIII111111 111111! 161111Ii111 !Iili11l!I!11111!II111! 1111!lii111! Ill!! iilidllillli !111111Iill11111111111111111 ���I'! �IIII��! iI� !IIII!!!lifllll!I!►ill1111!f! BLDG. 12 -126, GENERAL NOTES 1. RETURN RED LINED DRAWING SHOWING ANY DEVIATION FROM ORIGINAL DESIGN TO ARCN /STRUCT ENGINEERING Y/S 89 -14, 773-0676. ED 9 PARTITION AND 3 °X 8' -8" RED OAK DM ASSEMBLIES IN RED OAK FRAMES. CAP.' .. i , ..' I ;. A F f ! 1 'i J.. FEE,;v;? c E.NYI M PARTIAL FIRST FLOOR PLAN TITLE - - - ARCHITECTURAL MASTER Qjj TRUCTJON NOTES CONSTRUCT 9' -O" HIGH,3W X 20 GA. STL. STUD CLOSET ALONGSIDE EXISTING W /(1) 5 /8" GWB EACH SIDE AND (1)W X 4' X 8' FIRE RETARDANT PLYWOOD ON ALL INTERIOR WALLS. CONTRACTOR TO PROVIDE 2' -6" X 7 S.C. RED OAK DOORS, 1 PR BRONZE 4 4'/2" HINGES, FLUSH BOLT ON R.H. INACTIVE LEAF AND BRONZE DEAD BOLT LOCK ON L, H. ACTIVE LEAF. FRAME TO BE CUT RED OAK FINISHED TO MATCH EXISTING. COMPLETE INSTALLATION OF 5 /8 1 GWB OVER EXISTING CLOSET STUDS AND PAINT ALL NEW EXPOSED GWB PRESERVATIVE "NEW LIGHT STRING ", SEMI -GLOSS LATEX. COL. D- F/8.5 --14 SCS WAS 1 0 7 - Al26- 1004 -A1 CITY OF T; '!'NILA APPROVED i\tIG 2 1 •I:ry�l 81111..DING O% ISION KEY PLAN BLDG. 12 -126 SCALE : NONE L'S SI SNEET 1AIO y� 572J�0 OF Tim NO. 175010 j E4 -171 DWG. NO�. . _ . _ . - 12.126 -1ATO ----- A -- 1 2 0 ACCEPTABILITY r THIS DESIGN SPECIFICATION APPROVED BY AND/OR 1S APPROVED DEPT. DATE O RA BY "ARK" O TE 1Oi 3O /89 ' SUBTLE � FIRST FLOOR REFLECTED CEILING PLAN �� LAST REVIS O�I S B- S% HECKrp DATE SHEET 1 A 2 8 0 OF L L ' E ; i i - n r a z TITLE ARCH! i E C T R A i L MASTER l� S T , 1\ [ � BLDG. 12.126.1 COL. 0- F/6.5 -14 SCS A � J 0 B NO. M E4-181 A� ` 0 �1 APPROVED DWG. NO. 12.126 -1A280 JW /AU SYM $ REVISION BY , pH , I.. B . COLLINS APPROVED JW /AB JW /AB DATE 12 -7 -89 SYM REVISION BY APPROVED DATE AS -BUILT UPDATE J1794512 -00 A NAVY OFFICE/LAB i 105020 -00 4- 23 -90 DCN NETWORK Ji704143 -01 J.TO " l L JW /AU 5/7/90 -- ---- -- - I .... t i_ I 1 I.. I NINION1111111110 1111111111110 111111111111MULIJUNIIIIMI 13111 1-11E1111 li -I ioi � ummouvw EN wilibd !l9 In Er �i_���n im� a�i�� ���n��■e ■ ���� an n ���u����in�i 1 i� �i��� � i i i " "i �� i � , ����� i, � i ��� i � �6�IIIaI�_ �ll II _!� �I II II�IIIII� III II nimiumionsummoirmuingsmiluL III III �I I III I' II 11 II II II II II �I F �I I II II II �I 1 oIIII� II 1 I,11II�II„ �I I11�I ''���I I���I�I�I I'��I�I�� I�II'II,� II 11I, �� II �'� l � l � 1 ''�1l I�1111 111111 � � ���������d -�3� ����jst n ���""��i 'e ���!�IIl f111'' i iTi i !IMIII h 1IIUIIIIIIII III I w'��I I�� III ' �I�II„�,ISI ICI � 1I"1■'�.�,��,�I'11�1'I�II�' Q �I1111! O6 � � � �� � �� = � I� I c I1 I 1H u I III 1 11I flh Ii;LII ,i. U I iI1 I I I.l II I I III i,i i � it� l � =� IIEI � ••i �i�i �' o III ■ � �� i � ��� �II IIq� � I�' � 11��� ��� � � ��u����1� � t�1 a Ir' ii IIIIHh ii � � � 1 �� lll I I I � 1 I �1 1 1 1 �' ° NI��IA I � 1 I1U11!I i � � - -- -- - i ��.��I � � �o��iiii� "� I III ill tfl FACIL ITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ❑ SEATTLE, • WA. 98124 Cg D D DE TO B Oy D OTHER. T TT TO ON LY T TUBES �AEH ��� �TDe LL ��TDe ED POSITION IN lNp£ Jliq " �+ TNIN tf(lCOHOUJ • ?JB pt� O KO N ND N �kTHC XNjT'Il t3• �6 THS Wc., T 2 NOT' : If the microfilmed eocument is less clear then this k notice, it is cue to the Yquality et the arininel c'ccungent. Ele" GZ 9c h: t' CZ ?e k: . De, 61 81 Lt 91 5l ILL El Zl lt flf 6 Ii( Ill�i( I( I�III' I( iIl( I,! IIII( III�III (III(IC I(IIIIIIIjIIIIIII( MILT (i1lll1lll(III(III1II JIII(1! �III�I�I(I�I I I(iil(I(I(If I(III(III(II!(III�III(III( III( III (III(1(I(fll(ili(lll(III(ill(I� (I 16 ( TILL!► iIl! Iil�lfllIII! IIIIiIlllll1llllII116 IIIIIIII�IIiIlllllllllilllllllllll IIIII! IIIIIIIiiIIIIIIIIIli1I! Illllllll' 11II': IIIIIIiIIIIIfIIINlllllllllll! I11; 1I! IIiII111111I1il1llilllllllll111IIIII1IIIIIIIiIIllilll ►illl► MIllillllillllllllillillllllllllllllll ,IIIIIIIIIiII 11 IAAUE 14( RP. AM! 12 A' M. I' Vil. ATTACHED AT STANTIN; IEAMMEE AT DrfOStTE /,!O ONE *THAtiEff Val St1LS (NOT ATTACKED) MUM Al WALLS) . 8Jp X10 ER P IN TIC CEIIINC CA UR pR XC R�EPFI TO SETTING T U9 AO 41 ' 0 CRpS . kUX f , St" 40 OF CF1 1E4C TB u O fli SEISMIC BRACING DETAIL SCALE : NONE (STANDARD 4 -WAY SE!SM(C SPLAY) J ? CA APP ROX . kB PLAY 1P1kt III TORUNNERS RO4 PPROXY :sg ? F Fcii CENI GENERAL NOTES 1 LATERAL DESIGN REQUIREMENTS /SUSPENDED CEILINGS 47-18 UBC STANDARDS. VgRTISILI_HAIi6ERS: SUSPENSION WIRES NOT SMALLER THAN 112 CA. SPACED 4' 0.C. ALONG EACH RUNNER. EACH VERTICAL WIRE TO BE ATTACHED TO SUSPENSION MEMBER AND THE SUPPORT ABOVE WITH MINIMUM Of 3 TURNS. WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUM. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR EQUIPMENT. P)'RI L ER HAILERS: TERM!NAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED H L t 112 GA. ikn'ECHrnstrifit 1Ai§i RUNNER WITHIN 2" OF THE CROSS RUNNER INTER- SECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. THESE RESTRAINTS SHALL BE PLACED 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' OF EACH WALL. LIt;HTIM FIXTURES: ONLY "INTERMEDIATE AND HEAVY DUTY" CEILING SYSTEMS MAY BE USED FOR SUPPORTING LIGHT FIXTURES. FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE FIXTURE SHALL BE SECURELY ATTACHED TO CEILING GRID BY USE OF (1): APPROVED CLIPS; (2): FIXTURE MANUFACTURERS INTEGRAL CODE ACCEPTED CLIPS; OR (3): BY 1" LONG SELF - TAPPING, BUTTON HEAD SCREWS. PROVIDE MINIMUM OF 2 FASTENERS (ONE IN EACH END OF FIXTURE) OR 4 FASTENERS MAXIMUM. WHEN 'INTERMEDIATE' SYSTEMS ARE USED, 112 CA. HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. WHERE "HEAVY DUTY" SYSTEMS ARE USED, EXTRA HANGERS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS FOLLOWED. FIXTURES WEIGHING LESS THAN 561 SHALL HAVE, IN ADDITION, TWO 112 GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE AND MAY BE SLACK. FIXTURES WEIGHING OVER 561 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. NECHAIIC_AL_ SERVICES: TERMINALS OR SERVICES SHALL BE POSITIVELY AT SYSTEM. TERMINALS OR BUT NOT MORE THAN 561, ABOVE, SHALL HAVE TWO CONNECTED TO THE TfRMI CEILING SYSTEM HANGERS MAY BE SLACK. )PARTITION„ WHERE THE SUSPENDED CEILING SYSTEM IS REQUIRED TO PROVIDE LATERAL SUPPORT FOR PERMANENT OR RELOCATABIE PARTITIONS, THE CONNECTION OF THE PARTITION TO THE CEILING SYSTEM, THE CEILING SYSTEM MEMBERS AND THEIR CONNECTIONS, AND THE LATERAL FORCE BRACING SHALL BE DESIGNED TO SUPPORT THE REACTION FO °CE OF THE PARTITION FROM PRESCRIBED LOADS APPLIED PERPENDICULAR TO THE FACE OF THE PARTITION. ENGINEERING SHALL BE REQUIRED TO SUIT INDIVIDUAL PARTITION APPLICATIONS AND SHOWN ON THE APPROVED DRAWINGS. LEGEND 2X4 FLUORESCENT LIGHT FIXTURE RETURN AIR GRILL SUPPLY AIR,DIFFUSER EXIT LIGHT SPRINKLER HEAD SPEAKER SMOKE DETECTOR ao KEY PLAN BLDG. 12-126 SCALE : NONE CEILING MOUNTED AIR WEIGHING LESS THAN 201 TACUED TO THE CEILING SERVICES WEIGHING 201 IN ADDITION, TO THE 112 GA. HANGERS NAL OR SERVICE TO THE OR STRUCTURE ABOVE AND . -------- 126- 1A2>80 SY�I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REVISED ENTRY J J #175010 -OO M. INS PH .NDAAft 9� IN �,��,,, c � J1Y /AB 4 /i /$7 - "- - #794512 -00 J # 105020 -00 * AS - BUILT 12/7/89 B NAVY OFFICE /LAB OFFICE/LAB„. Jt� /AB 4 -23 -90 G DCN NETWORK J47O4143 -01 UM". JW /AD 5/7/90 LEOZE/Mff FACILITIES DEPARTMENT E3 AUBURN, WA. 98002 E3 EVERETT, WA. 98201 KENT, WA. 98031 E3 PORTLAND, OR. 97220 0 RENTON, WA. 98055 E3 SEATTLE, WA. 98124 ACCEPTABILITY D�T/ Inf THIS DESIGN AND /OR THF.CKED .LEE SPECIFICATION IS APPROVED DEPT . MATE 1� C APPROVED BY APPROVED DATE 4/6/87 y , • .•:<y wi..'� sr' t + y ; >',' t 'L3 t r;. , .+ ,...•.�S ° ,,. tc.. -s r �$ • r .s„ i I1I11111III111I ►1111;1111111�.�IIIIII�IIiII +I+ 1111ililijI 1j111111!1ill(II "I"IIIIIIIIII "1IIl111111!1111IIIiIIIIIi1TI I!I Illli111il! I! Ilil1llij111111IIII11WITHIIIIII IIIIII 3 ii os:; n< 8e L (..4 Ge 1 IIII IIII: I I111111!I!111 6 5 6 7 8 9 1C) 11 IAGI'k IN GF4MANY 1 2 NOT= If the rn!crcfilmed document is less clear then this I notice, it is Cue to the uuelity cr the oripineI cocument, fie ez ze Lc. Qe 6t f3l LL 9l St i��!I!!11 �`. f`._..- Zt ti OL Ei 0 L 9 9 1 11 E ; L t +W 0 • iI!I III !IIIIIIII11111111111 111111!! 111111! IIIIIIII! 11!!! II1!1!IIII!II!11!Inl!h 1! I !!1!1!1!II!!!IIIIHI!!I!III!IIl! III!!! II! li! ! I li111! 1I! I I! nl!! 1iln! IIIIII! Ifi! Iln !I • TITLE BLDG. 12 -126.1 PEEk;iT GL(. ;1 E:11 sUBMLE PARTIAL FIRST FLOOR PLAN ARCHITECTURAL MASTER 1. RETURN RED LINED DRAM; NC S1N 'I N ANY DEVIATION FROM ORIGINAL DES TO A/S ENGRG. M/S 89 -14, 713 -06Fb CONSTRUCTION NOTES REMOVE EXISTING WALL. SAVE AND PROTECT DOOR, FRAME, AND LOCK FOR RELOCATION PER BELOW. INSTALL 9' - 0" HIGH 31/2 2OGA STL. STUDS 0 16" 0.C. MOW GWB EACH SIDE. PAINT EXPOSED GWB PRESERVATIVE "NEW LIGHT STRING" SEMI- -GLOSS LATEX. CI> INSTALL RELOCATED S.C. OAK DOOR & OAK FRAME WIPE W /BEN MATTE FINISH. DOOR TO HAVE (1) UNICAN 1000 -2Y, US1OB PUSH BUTTON LOCK WITH REMOVABLE CORE, RELOCATED FROM I N S T A L L 3 1 4 X 4 ' X 8 ' F I R E RETARDANT PLYWOOD VERT. ON ALL WALLS SHOWN WITH A FLAG NOTE. BEGIN PLYWOOD JUST ABOVE ELECTRICAL OUTLETS. COL. A -C/1 -9 SCS WAS 107- Al26-- 1004 -A2 GENERAL NO APPt10\j AU 2 1 is A0 BUILDING DIVISION KEY PLAN BLDG. 12-126 SCALE : NONE LT AS'f'REv SI sN SYU SHEET 1AI JOB NO. DWG. NO. Tmr OF E4 -115 12.126 -1A11 J Al2.126 -1A11 J;9 105020 -00 J#704143 --01 II IiflhIiI . I i iiiii i .i m uIi n .mHii • iiI i u �ii� i � � 11111111111111111111111 iiii� � l IIIIHI.II � � ����������� IIgI j �o_� .,� ° � c �in�i��r�io����r,ini �, • n1 1 � IIi111i1 1 11111 0111!I���1 11 11111�1�11111�1 1 1 IIIIIN�I II 11� 1111 1 1 IIIMIIIIJ}IlIIIIII II INI'�1 �IIII.II'llll 'II IIIItI IIII1„1IIII � ���I1IIII,1"I�I' „IIII �1'lll�„'llll1�1llll, *�i1lll LION I1���1e_' -����� ! o�� m�1 !��ii!���� !!�4�p111 011 10111 111 IIIIII GiiGi Ti �Ti - iiGTi�i� � III �' ii6� -�i ,�i�����i�,i����,i� ��i��i���{r�i���r�= u ��� i � r � e � ��i���:��::■��ii � � "� � IMIUMITTIM1111111110171111111111111111111111 Inintibniial 11'1 I��,��IIr1111191 1O I ' . I � II ° ° ° °° I sl 11 I�Y 1� r i��= � �����■16� � �� ■ J�� �Ii 11111111110111111001111011111MMURIUMbillibliiiii � i!iII � 11 �I IG�IIIII�1 , � Illf��' asumummoutimuseanum C N' � 1 NI 111 111 �-3' . °�IIN'NISI II , I IIIOIII iumemmmomminu 1� Y I ••I INIMILIR ����� IN 111111 ' Loo °D do . . BY APPROVED DATE SYM 1 -19 -90 12 -4 -89 4 -23 -90 5/7/90 MATCH LINE - FOR CONTINUATION SEE SHT 1A280 MIS PARTIAL REFLECTED CEILING PLAN - IS FLOOR REVISION to° 71.lGOIn�JGG`' FACILITIES DEPARTMENT O AUBURN, WA. 98002 0 EVERETT, µ1A. 98201 KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 O SEATTLE, TWA, 98124 — T moo lorannemmuomma•mommuronriememoc. --F —ATCE THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B( CHECKED HARRY C Hain APPROVED APPROVED ATTACHED AT STAATItC MI O ( ADJA E 1 VAR 8' NA (RUNNERS AT VALLE) °1 ° p RANGER VERTICAL EXTEND r serrtNG `T UB ERRR lCRT D T ITRE Ip T CH OD STRU CTURE' l8Rl T� TO ONE 4110T M ENI R A T TUNES 4 4 I THEN let p fD POSITION IN, LAP 11/ • '4 THIN L kil1 CO A'ODI D RILL 844 4NDN01f AND INSTAL Kl HC k CLFADAICE AT POSIT( CALLS (W AITASK$) AS -BUILT PROVIDE VENT SYSTEM NAVY OFFICE /LAB DCN NETWORK REVISION DSO# D9430771 JW /AJB PJD FOR AJB JW /AJ B JW /AJB BY APPROVED 1!111'1 1 111111(11! 111Il;II!I!iJ 1ll1!IIIIIIIII1 1f1j1IIJIII�!f1 1II11I 1 1 11I111J1 !I1 1J11 1 111T�III�I�I�IIII!I{111111I1�1 1IIII�!IIj1I!1III 1 4 5 6 7 8 9 1 n NOT If the microfilmed cocument is Tess deer than this notice, it is cue to the duality of the Otir,inel c'ocument OE.: 6, 13C Le 9e G: ve Ce oe 61 81 Gl 91 st hl CL Z1 IL 01 6 8 1I111I111II111111I!11I1111 11 UMIE e:GERMANY 12 G 9 q 'l £ Z L ww f lli ` l Ii' I I I II ! �Il ! I I I I I !WI �!!!!I!!!!il! III! II! �! Illlilli�l!! I�lill�illlil! li��lllll�ll !I.IIII�IIIIII•'Illlll III!�IIIiIII!I�►!!I !1!11111► IIIIIII!I !I!! !Illi!I!IIIII! III! I!I! UI! III! I!IIII!I! !IlII{III !IIIIIIIIIII!II!!II Ilillllll !I {I�fi!f!IIIII!illlll!i ilfilli!II!II Illiiil!! il!illlll illllliil illilflll t14° itt&IANCE DyfR Ch F Tub NC RuN Rfp SIT SEISMIC BRACING DETAIL SCALE : NONE (STANDARD 4 -WAY SEISMIC SPLAY) DATE 10/31/89 TITLE 1 12 g APPRoX. TO 81I NNO S I qT fA,S£`1' AN ON' . d tr CU Dp TT1 'p 4 Z p l C a� C,.T. . 1!, •) -, ,, r ,r f ci iar CUM 11 S U E T I • l •.. i �"' FIRST FLOOR REFLECTED CERAM PLAN ARCHITECiURAI MASTER BLDG. 12 -126.1 COL. A-C /1-9 SCS LEGEND 2X4 FLUORESCENT LIGHT FIXTURE RETURN AIR GRILL SUPPLY AIR DIFFUSER EXIT LIGHT • SPR1kKiEP, HEAD m SPEAKER Q SMOKE DETECTOR • ..... .. GENERAL NOTES LATERAL DESIGN REQUIREMENTS /SUSPENDED CEILINGS 47 -18 UBC STANDARDS. VERTICAL IJAUMELL SUSPENSION WIRES NOT SMALLER THAN 112 GA. SPACED 4' 0.C. ALONG EACH RUNNER. EACH VERTICAL WIRE TO BE ATTACHED TO SUSPENSION MEMBER AND THE SUPPORT ABOVE WITH MINIMUM OF 3 TURNS. WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUM. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR EQUIPMENT. PERIMETER HANGERS: TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL OR CEILING DISCONTINUITY OR OTHER APPROVED WALL SUPPORT. LATERAL 6IB MS111G HORIZONTAL RESTRAINTS SHALL BE FOUR 012 GA. WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTER- SECTION AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. THESE RESTRAINTS SHALL BE PLACED 12' 0.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' OF EACH WALL. LICNTIIMG FIXTURES: ONLY "INTERMEDIATE AND HEAVY DUTY" CEILING SYSTEMS MAY BE USED FOR SUPPORTING LIGHT FIXTURES. FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE FIXTURE SHALL BE SECURELY ATTACHED TO CEILING GRID BY USE OF (1): APPROVED CLIPS; (2): FIXTURE MANUFACTURERS INTEGRAL CODE ACCEPTED CLIPS; OR (3): BY 1" LONG SELF- TAPPING, BUTTON HEAD SCREWS. PROVIDE MINIMUM OF 2 FASTENERS (ONE IN EACH ENO OF FIXTURE) OR 4 FASTENERS MAXIMUM. WHEN 'INTERMEDIATE' SYSTEMS ARE USED, 012 CA. HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. WHERE "HEAVY DUTY" SYSTEMS ARE USED, EXTRA HANGERS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS FOLLOWED. FIXTURES WEIGHING LESS THAN 560 SHALL HAVE, IN ADDITION, TWO 012 GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING 10 THE STRUCTURE ABOVE AND MAY BE SLACK. FIXTURES WEIGHING OVER 560 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. TERMINALS OR SERVICES SHALL BE POSITIVELY AT SYSTEM. TERMINALS OR BUT NOT MORE THAN 56t, ABOVE, SHALL HAVE TWO CONNECTED TO THE TERMI CEILING SYSTEM HANGERS MAY BE SLACK. SYSTEM IS R FOR PERMANE CONNECTION SYSTEM, THE CONNECTIONS SHALL BE DE OF THE PART PERPENDICUL ENGINEERING INDIVIDUAL THE APPROVE CEILING MOUNTED AIR WEIGHING LESS THAN 201 TACHED TO THE CEILING SERVICES WEIGHING 201 IN ADDITION, TO THE 412 GA. HANGERS NAL OR SERVICE TO THE OR STRUCTURE ABOVE AND WHERE THE SUSPENDED CEILING EQUIRED TO PROVIDE LATERAL SUPPORT NT OR RELOCATABLE PARTITIONS, THE OF THE PARTITION TO THE CEILING CEILING SYSTEM MEMBERS AND THEIR AND THE LATERAL FORCE BRACING SIGNED TO SUPPORT THE REACTION FORCE 1TION FROM PRESCRIBED LOADS APPLIED AR TO THE FACE OF THE PARTITION. SHALL BE REQUIRED TO SUIT PARTITION APPLICATIONS AND SHOWN ON 0 DRAWINGS. CITY OF TUKWILA APPROVED AU621 1y0 ! gU1L,UING DlVlat N KEY PLAN BLDG. 12 -125 SCALE : NONE DWG. NO. 12.126 -IA281 SYM AS BUILT APPROVED DATE JkV/A8 12/7/89 0/A8 5/7/90 REVISION APPROVED DATE APPROVED DCN NETWORK REVISION J#794ii2-0 J1764143-0 ZolMWZMO FACILITIES DEPARTMENT O AUBURN, WA. 98002 O EVERETT, WA. 98201 KENT, A. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 0 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. TH11111111 1111111111/111111111 1 111111111111111111111111111 MM!,IM.... I 2 5 6 7 8 9 ln 11 12 iirtiatT APPROVED NOT rn 7.: If the microfilmed eocuent is less car le then this 1 notice, it is eue to the quality of the drip eocurnent. ot.; 9c.; c..,e t' Cc IJ bL8i LL 91. St 'hi C1L LL Q , 6 - 8 L 9 g V 12 e. t L) 11111 1 1 1 11 1 111/11 111 1 1111i11;16 1 611 111,11,1 11111 1 ' , 1 11 1111 1 116, 11 HIIII 1 I 11!11 11 1111111 ; „/, ; • -. • , DRAWS A. HARRY 12/02/85 CHECKED ML SMITH TTNEERED BY THU ARCHITECTURAL MASTER CONSTRUCTION NOTES CONSTRUCT 9'-0" HIGH, 3 20 GA. STL. sruo CLOSET ALONGSIDE EXISTING W/( 1) W WB G EACH SIDE AND (1)W X 4' X 8' FIRE RETARDANT PLYWOOD ON ALL INTERIOR WALLS. CONTRACTOR TO PROVIDE 2'-6" X 7'-0" S.C. RED OAK DOORS, I" PR BRONZE 4 X 4 HINGES, FLUSH BOLT ON R.H. INACTIVE LEAF AND BRONZE DEAD BOLT LOCK ON L.H. ACTIVE LEAF. FRAME TO BE CUT RED OAK FINISHED TO MATCH EXISTING. COMPLETE INSTALLATION OF WGWO OVER EXISTING CLOSET STUDS AND PAINT ALL NEW EXPOSED GWB PRESERVATIVE "NEW LIGHT STRING", SEMI-GLOSS LATEX. D G 1 2 - 1 2 6 . 2 COL . D-F/6.5 -14 scs CITY Of ILITN APP•RO ME YO - r euiwtNCGIST KEY PLAN BLDG. 12-126em 1/44 SCALE : NONE LAST wargroN 1 sy;o• 0 12/02/8. PARTIAL 2ND FLOOR PLAN SHEET • SYM DATE SYM REVISION BY APPROVED DATE l REVISION BY APPROVED * AS--BUILT UPDATE J 1794512 -00 STANDAADT J'r©RR JW /AJB JW /AJB 1 -19 -90 5/7/90 ,_, _ OCN NETWORK J#704143-01 V • IIIIII �'- A Lei Jui1 c J1IIIPi1 r - eI , „-- Imillit INN .,. _ ..._. _ _ . ....... . Lip Eli li .... .1. .... *sun nommumu �mal � �II III„ ���IIII�1'll II �111I�1' , ,�,�II I �, � I ' ,I I 'I"I I, 1 �����IIII tiIIIp 1,�11I1� � V ��II II11t1 I � . �� ,IIl1!IIMIIlIIMI11 I iIUh1j i fl hIIiIiIIIII I 11flhiIiIIl1IuIflh1Iflh1111IIIiIIIiI11jj!!!!9!!!!II1IIIliHu iu1I11I Ifl n11111 moutammen � ilimmainincomummumun 1�I��I1111 sllllll'll l Il�� I'llll P�II IC�I II :C�II IEI �I ��III IP�I 1 I ?JA I��I 11111��I 1 !!g!�il�l IIIC�IINII � I�� I I�111��111111 IEI IN�ti�I 1111��I1 ��111 11'11 IC�INI I '����11��I1 � � 11 ��Ii1�a � IN1o11111 „ �! ��! ����i������!��!��INH�IN OIII�IO�I�Io1A ��,� e � ri � o ��V�I�IIIIG�I 11111��111111���11! a I��IIII ,Ill Ir�ll i IV�I��11 111 1111111�111 Ir�lll luilllifillMOIMMIMMUMMIMMUMMIMINIMINNE �11.11 11 II II ■ C ~ _ _ 1�t e�,lll) 1 �1 le' � e1�"I�� �liallIMMINIMMEMINIMEMINIMINEENIENUMUNioil , IIII ,I�IIfl,1lrl ,I �Q�l NIII IIIMMEI MINEINIMMUNIMENIMMENIN IMMEMANI iliMPB 1 .0 1 3 NM 1 �lla�l�a�1'� Aril ' 1 1 I 'i1���1911�p rilEMMEMEIVIIINUTIMMEMI II i�ieni nu �u��uu }a� lilt MI 1 �� ����� llipompon ' ....i. PLAN V I E W SCALE: 1/8".. Z.L,fWfr-57/AYIS FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 //y; ATTAcnD AT STAtTtti US Of ASIATIC ? LL (RUNNERS AT WALLS) 45 BRAWN BY A. HARRY UM - -- ENGIN WWII GM MOOT SID ovo S AC / U R ( � $� #10 E Of ' HQ R CnN Fir S E I S M I C BRACING D E T A I L mac: NONE (STANDARD 4 -WAY SEISM SPLAY) . ' i . i 1 ' t .:! (J.:t 1� f 4% - $ :. . � X t r ' 3 ./ I i !' M , ALIT I III I III II I I I I I I I II I I I III I IIII ICI I I l I III I I II . I I III IIII I I I III I - II , I I I I I I I I I I I I I I I I III III II I I I I I II II I I I III I I I I I I I I I I I I I I I I II I I I IIII III I IIIIII III :: 4 5 a 7 8 9 10 11 .... ,,,,..I 12 r ,........ .. NOTE If the microfilmed cocument is Tess clear then this notice, it is Cue to he quality or the oripinei c'ocurnent. Uw h{ f3G Gl 9 aZ +9Z CZ ze to O Eil 8l Ll 9l Sl tL Et e.1 11 O 6 Q L 9 S 7 U Z I +W U I1!II1II►I.I!II a II!II!!!IIII!Ihw I!!! iIII,UI!li!II HI! I!I!;i!! I,II �I �I ! IIII Illllil!I III! ' h 'I (' ( I 'I h II I I I I h I 1 I ! I i ' 'I I I I i � I II � I� IIII !I I .. � I!III IIIIIIIII Illllllfl IIl� III! !�!! Ii Iliilllll IIII IIII I. I II IIIILIIIIIIU:II�II IIIIII!II I�ILI!II! illll!III Ililiilll IIIIII I!Illlll�lll tilt IIII l Illi IIIIJiiIIIIIII : I IIII I�IIII1 I I I I I IlI1 II I I II(I lillll l 11 0 1G i {I!. INf'... 2 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED APPROVrb APPROVED TITLE �J? OA $ pt4 r VI 012 RO R INI£RS eellORp( r r p �ZN OS ) �Uaf Pt CS) Wmilomm MoTAIVTT BLDG. 12 -126.2 COL. D--F/6.5 -14 LEGEND 2X4 FLUORESCENT LIGHT FIXTURE RETURN AIR GRILL SUPPLY AIR DIFFUSER EXIT LIGHT SPRINKLER HEAD SPEAKER SMOKE DETECTOR INCAND. LIGHTING GENERAL NOTES 1 LATERAL DESIGN REQUIREMENTS /SUSPENDED CEILINGS 41 -18 UBC STANDARDS. YERT1sz MANGERS: SUSPENSION WIRES NOT SMALLER THAN 112 GA. SPACED 4' O.C. ALONG EACH RUNNER. EACH VERTICAL WIRE TO BE ATTACHED TO SUSPENSION MEMBER AND THE SUPPORT ABOVE WITH MINIMUM OF 3 TURNS. WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUM. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR EQUIPMENT. EIRINETER NANG[1151. TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL OR CEILING DISCONTINUITY OR OTHER APPROVED WALL SUPPORT. L,_A J AL FORCE BRACING: HORIZONTAL RESTRAINTS SHALL BE FOUR 112 GA. WIRES SECURED 10 THE MAIN RUNNER WITHIN 2° Of THE CROSS RUNNER INTER- SECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE RESTRAINTS SHALL BE PLACED 12' O.C. IN BOTH DIRECTIONS WITH THE FIRS'i POINT WITHIN 6' OF EACH WALL. NT N F XTUR ONLY "INTERMEDIATE AND HEAVY DUTY" CEILING SYSTEMS MAY BE USED FOR SUPPORTING LIGHT FIXTURES. FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE FIXTURE SHALL BE SECURELY ATTACHED TO CEILING GRID BY USE OF (1): APPROVED CLIPS; (2): FIXTURE MANUFACTURERS INTEGRAL CODE ACCEPTED CLIPS; OR (3): BY 1" LONG SELF-TAPPING, BUTTON HEAD SCREWS. PROVIDE MINIMUM OF 2 FASTENERS (ONE IN EACH END OF FIXTURE) OR 4 FASTENERS MAXIMUM. WHEN 'INTERMEDIATE' SYSTEMS ARE USED, 112 GA. HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. WHERE "HEAVY DUTY" SYSTEMS ARE USED, EXTRA HANGERS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS FOLLOWED. FIXTURES WEIGHING LESS THAN 561 SHALL HAVE, IN ADDITION, TWO 112 GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE AND MAY BE SLACK. FIXTURES WEIGHING OVER 561 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. MUNARI AL„IERVI CES: CE TERMINALS OR SERVICES WE SHALL BE POSITIVELY ATTA SYSTEM. TERMINALS OR SE BUT NOT MORE THAN 561, I ABOVE, SHALL HAVE TWO 11 CONNECTED TO THE TERMINA CEILING SYSTEM HANGERS 0 MAY BE SLACK. FARTITIOIS: Wi(ERE SYSTEM 1S REQUIRED FOR PERMANENT OR R CONNECTION OF THE SYSTEM, THE CEIIIN CONNECTIONS, AND T SHALL BE DESIGNED OF THE PARTITION F PERPENDICULAR TO T ENGINEERING SHALL INDIVIDUAL PARTITI THE APPROVED DRAWI SUB ITLE A) T ED CEILING PLAN SECOND FLOOR REFLECTED ARCHITECTURAL MASTER (LING MOUNTED AIR iCHING LESS THAN 201 CHED TO THE CEILING RVICES WEIGHING 201 N ADDITION, TO THE 2 GA. HANGERS L OR SERVICE TO THE R STRUCTURE ABOVE AND CITY OF tuED APPRv MG 2 1 489 BUILDING DIVISION THE SUSPENDED CEILING TO PROVIDE LATERAL SUPPORT [LOCATABLE PARTITIONS. THE PARTITION TO THE CEILINC G SYSTEM MEMBERS AND THEIR HE LATERAL FORCE BRACING TO SUPPORT THE REACTION FORCE ROM PRESCRIBED LOADS APPLIED HE FACE OF THE PARTITION. BE REQUIRED TO SUIT ON APPLICATIONS AND SHOWN ON NGS. KEY PLAN BLDG. 12- -126. , SCALE : NONE �N S AM )2f90 OF E4-183 12.126- -2A280 Al2.126-2A280