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HomeMy WebLinkAboutPermit B94-0082 - BOEING #14-06 - TENANT IMPROVEMENTy�l t t %f Th��%t 6�a, - i (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0082 Type: B -BUILD Category: ACOM Address: 8620 EAST MARGINAL WY S Location: Parcel #: 000160 -0019 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: SEATTLE Contractor License No.: Status: ISSUED Issued: 03/23/1994 Expires: 09/19/1994 Suite: Type of Occupancy: OFFICE Slopes: N Sewer: SEATTLE TENANT BOEING #14 -06 8620 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING CRISPIN D J, PO BOX 3707 -, SEATTLE WA 98124 CONTACT LARRY ALLEN Phone: 206 544 -1644 P.O. BOX 3707, M/S 17 -MA, SEATTLE, WA 98124 ***,**************,************************* * * ** * * * * * * * * * ** * * * * * * * ** * * * ** ** Permit Description: UPGRADE FOR NEW TENANT. Units: 001 Buildings: 001 Fire Protection: UBC Edition: 1991 SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: 100,000.00 Total Permit Fee: 1,059.68 ******************************.************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ermit Center Aut orized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local 'haws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Print Name:___, g_�y 7.- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. C!TY OF TUKWILA Department of C\ ,7unity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME baR,.'ll'6 - 1 at) SITE ADDRESS sua0 E mo 6i nct.1 WL1.� SUIT E NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT': BUILDING - initial review DATE. IN': 3 -4 -9C1 QUIFitEMENTS / .COMMEN1 '4II 4M ROUTED CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: a FIRE DEPT. LETTER DATED: Sprinklers INIT: ZONING: U Detectors • N/A INSPECTOR: 17' BAR/LAND USE CONDITIONS? 0 OTHER 1t BUILDING - final review ►:� BUILDING OFFICIAL ZZ/I cr INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): °Yes No REVIEW COMPLETED AMOUNT OWING: CONTACTED JLL\J\V , a/ifiii �✓ C�J ,)' -21 . 1 BY: (init.) DATE NOTIFIED 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDIF'ia PERMIT APPLICATION (206) 431 -3670 DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING. SURCHARGE AMOUNT; RCPT # ' "` DATE I5:(tl. OTHER: TOTAL :- SITE ADDRESS A� SUITE # VALUE OF CONSTRUCTION - $ O� t20 f A �' /O D . PROJECT NAME/TENANT / / -0 6 !� - ASSESSOR ACCOUNT # O&2 / o- 00/9 -- r7S (commercial) U Demolition (building) 0 Other TYPE OF 0 New Building U Addition . ' fnant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: ,X — Pc-- —7¢ -e -ee( i(f WA. ST. CONTRACTOR'S LICENSE # vtom-k r- BUILDING USE (office, arehouse, etc.) D / NATURE OF BU SS: , WILL THERE BE A CHANGE IN USE? of No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: �d a a Tenant Space: Area of Construction: /t D 0 D WILL THERE BE STORAGE OR USE OF/FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUICDING? N No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER r •` '_ `_. _""'�. - - l�. �.._ PHONE Sy �/��6 �Y ADDRESS CONTRACTOR /.. -. rf -77: PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP ;I:HEREBY;':CERTIFY THAT :L HAVE :.READ AND EXAMINED.: TH IS.APP.LICATION.AND,KNOW:;THE BE :TRUE.AND CORRECT, AND`I: AM`AUTI-IORIZED TO. APPLY FOR'THiS ":PERMIT BUILDING OWNER SIGNATURE OR AUTHORIZED PRINT NAME 4Q (, AGENT ADDRESS /��� CONTACT PERSON DATE PHONE yffr- a- -5"e(e ,r CITY/ZIP PHONE 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES - 4— sgt,4 01'16/91 COMMERCIAL- SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) Assossor Account Number : Two sets (2) of the following: Specifications Structural calculations stamped by a Washington State licensed :• n Soils report stamped by a Washington State licensed engineer L_J Topographical survey I 1. Energy calculations stamped by a Washington State licensed engineer or architect Legal description r� .Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings •:Mechanical drawings Elevations . • Civil drawings • . Landscape :plan Completed utility permit application one for entire project. Six (6) sots of civil drawings NOTE: See utility permit application and checklist forspedfra utility submittal requirements. RACK STORAGE L1 Completed building permit application' Assessor Account.Number Two (2) sots of plans, which:include ::.,: Building floor plan showing: ;. • Entire space where racks will be located. • Exit doors : • Dimensions of all aisles LiTenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length),.aisles:;, and exit ways on plan. Structural calculations stamped by a Washington State licensed, engineer (rack storage 8'. and over) RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure) Legal description: COMMERCIAL,TENANT IMPROVEMENTS Completed building penult application (one foreach structure or tenant) ElAssessor Account. Number:; Two (2) sets of construction plans, which include::: Site plan • •Location of tenant space •.Existing and. proposed parking ` . Landscape plan (11 applicable, i.e,; change of use Overall building plan • Tenant location Use of adjacent (common wall) tenant • ,• Overall, dimensions ofbuilding;orsquare footage Floor plan of proposed tenant space Tenant space plan: with use :of each room labelled. :' Exit doors, egress patterns •• New walls, existing wall, and walls to be demolish Construction :details • •,Cross sections showing wall construction and method of'; :;attachment for floor and ceiling.', 1 Structural: calculations stamped: by a:WashingtonState licensed:: engineer may be: required. if structural work is to be done`(2:sets) NOTE: If any udliry work is to be done; subinit separate ut/litypermtt application and plans REROOF Completed building pemtit application (one foreach structure Assessor Account Number Narrative describing existing roof, material being removed, any material being installed: NOTE: A certification letter is required prior to final inspection and sign off of the permit. :': ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two.(2) sets of plans, which include Site Plan (showing gbuilding and location oi:antenna/satellite.dish Details antenna/satellite dish and method of: attachment Structural calculations :stamped by a. Washington State licensed, engineer may be required • REMODELS. Completed building permit application' (ono: for each. structure) Assessor Account Number ;. Two sets (2) of working drawings, which include: • Site plan --. (On plan, show closest hydrant tocatlon .: . • Foundation plan . Include access to building, showing: • Floor plan width end d length of access.): • Roof plan • Building eievations:.(ali, views • Building cross - section .• Structural framing plans Washington State Energy Code data Completed utility permit application. • Site;plan • Foundation plan :: Floor plan Root plan • Building elevations (all views �::Building:cross= secton <; Structural: framing plans:: NOTE ;If any utility: work Is 10 be done provide ubluy permit appllcabon REROOFS :..: Completed building permit application (one for each: :structure Assessor. Account Number:;: Narrative describing existing roof, material boing,remeVert and material being installed NOTE: A certification letter Is required prior to final lnspecnon and sign•:- I-1 Six (6) sets of site plans showing utilities NOTE: 'Building site plan and utility site plan may be combined. Sae::. utility permit application and checklisr.for specific submittal requirements. Additional topographical and soils information may be required if unique conditions. ..F,f..i"L".i�. 5. `� �R �..,. i .. vi��111'I���y., •� ^'' "�I�Yr 5 ... ••'�7 k kA****kk********• k*' k********• k' k* k* A* A• *kkk ** * *A * *k *kk *A *A•k *A *** *A* CITY OF 1'UKWILA, WA TRANSMl:1' ******* k******* kk** k* kk*******. hk***** ** *k****k *•k* *•k ***k *;l** * **k•k TRANSMIT Number: 94000243 Amount: 1,059.68 03/04/94 10 :05 Permit No: 094.0082 Type: 8- -IIUILO aUILDING PIIRMI•i' Parcel Na: 000160 - •001.9 Site Address: 8620 EAST MARGINAL WY S 03/04/94 Payment Method: CHECK Notation: BOEING Init.: 5L0 k* ***kk*A• * *** *A* ******* irk.*********** * * *k*k*•k * *k ** * ** *:1•k *k*k ****4 Account Code 000/322.100 000/345.830 000/.336.904 Description BUILDING -- NONRES PLAN CHECK - NONRES •STATE BUILDING SURCHARGE Total (This Payment) : Total Fees: Total All Payments: Balance: 1,059.68 1,059.68 .00 Paid 639,50 415.60 4,50 1,059.68 GENERA 639.50 GENERA 415.68 GENERA 4.50 TOTAL 1059.68 CHECK 1059.68 CHANGE 0.00 9721A000 21 :58 CITY OF TUKWILA Address: 3620 EAST MARGINAL WY S Permit No: 894-0082 Suite: Tenant: BOEING #14-06 Status: ISSUED Type: B-BUILD Applied: 03/04/1994 Parcel #: 000160-0019 Issued: 03/23/1994 **kk*k*****k******k**kk**k**k*****kk*k***kki(*kiikk*****A****4****k*kkk*k*kkk Permit Conditions: 1. No changes will be made to the plans 'unless ,approved by the Architect and the Tukwila Bill lding Division. 2. Electrical per'rnit shall be ,obtained .through the Washington State D i vis on/bf 'Labor an& Industries and a 1 1 electrical work will be,JniOected by :that iagenCy, (2484639).", 3 All mechanical,' workshall be Under separate permit through the City of Tukwila. 4. Al 1 permltS; inspection records and approved plans maintained avei IMO e at the J,C1bs1 te prior to. ,the start osf( any coriuctioh: ,These tdocuipentse to be maintained available until f ina 1 inS151600n approval is granted'. 5. Any new ceging grid and light flxture installation tS requfred to reet lateral bracing- requirements for Seiamjc, Zone 3. 6. Par walls attached. to 011 ing: grid , must be I atereliji braced if over eight (8) -feat in length. 7. Any exposed insulations bablqng:Mater i al' shall have a, Flame Spread Rating of 25 or less, ',And material shall bear identi-, fication showing the fire " performance,' rating' thereof.: 8 . A l l bonstruction to be done jiliconformance with approved plans„ and requirements of the Uniform,BUllitng Code (1991' Edition), as 'amended by the Washington JState Bl1dlng , COO, Uniform Mechani cal Code (1991 Editionand WaShingtbn A.Sate Energy' Code (1991 Second Edition)t./ fAV 9. Val i dity of Permit. The issuance :of a :perlt or aPpro-Oal, o01/ plans, ,,specif i cat fans and computations shall not be con- struedto be a permtt for, or an apprOva,10.,--any v 0.1 at of any of the provisions of thi s code or of any other ordinance. of the:,4urisdiction. No permit,presumt6§;;;t° 00e authority or violate or canCel the Provi's ions of!:Ahls code shall be valid-, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 /2 PERNIrr N0. 3670 • •'toss: • :,: : :• r Special Instructions: Data "anted: -t0 1 Requester. INIWA- Phase •,: Approved per applicable cod: COMMENTS: ■ orrections required prior to approval. Inspector: Dale: 0 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Hooey! No,: Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • r.: I..Q..UK . # — [NCO YPe o ns.:. ,Y , � I (� et �• 11, - Gj. L v0. 5 Date Called: — ::.) _ q L. Special Instructions: J 1 Date wanted: (� �7." 3,.p -- / am. p.m. Requester. ikAlk) AA Row No.: (- Lie% -; - c'r-2___ ❑ Approved per applicable codes. Ca,. Corrections required prior to approval. COMMENTS: 1) t2 d tact.... c-d 0.,.41-4 owl airs (-9 T" LA Tt_ tt • Ao 9 .s.,-,-,314A- C A-SAf. --s +•- Ct.NS.�,2,Q w∎. -vfi 1,4-1)..- Z) C. L tJ In {' LA PSTYk► /LS— Cs "1 1L r NG I`1 Le , 1,.11 R. i r-..1C7 Vii- EZ.. c crt- c— e-t vt --o1.S . / 6DISl' 1 I-3 P4uc%:.61 ,JG- F1NA -. RAF-4.4-044g— r7"j`N D-6,3a- 9 Pi) it... L Orr v1► CY, . (A ('sr r\ N-8 IS tad To 3 Dc_c-k. v'► ∎-7D . nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. .,,,45,'S�ca7 <. r.,.�:iswr�r.+�_• ��'d!:'p!v,.i�p. � ...� q 1/. INSPECTION RECORD Retain a copy with permit Co S 7 v, • ,,A CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd" #100, Tukwila, WA 98188 (206) 431 -3670 r.: 702 -(.Nt1 .1 4— ao Pn ns.:: "..," ' 0Q''l1fle, Date Called: ljrrbp Special instructions: Date Wanted: Requester. 7tt./(vtt.4--ic Plane No.: r 4q q - ;-j Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. /,qL 140i/. G,er, 411z--/el. ,,,e2c}ra..1/ ..■ nspector: e: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'r. ect: (X ypeo ns . .1' • , . ress: _ • : • : Instruct ons: i" Date ant:': ff"-- �' �.m. Requester: Phone ..: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ale 1260 d ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Dale: o INS CM NO. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Ins an: • --- • , ,ress: --err,. % r:,e .:,; Special Instructions: ( J ; (A:1 I '; ) u `' Date Wanted: /1?-947 am. Requester. Phone No.: ❑ Approved per applicable codes. tt<Corrections required prior to approval. ❑ 1j30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1ReceINo: Date: ••■•••■•■■•■•■■=1.7 41:nitake trixtme,=.2'us.Z.'r,.a. .0. k'6.14.n.g..umbei 'am ns`:.tnr.41:°7l409e4ta1tti, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 0 PER E NO. (206) 431 -3670 Project: • ' �� Type o ns oi�r `�i �,, } t1 ress: q) DO MO431 110,1 Date Caked: u -a -7— `1(a Special Instruct s k v s _ . o.-� ons: W 1 \\ , AN f.Q.. Date Wanted: r, Requester. (. err {�1 I�e 1'1 isltoneNo.: ❑ Approved per applicable codes. COMMENTS: ❑ Cgrrections re ui ed prioo a oval. o Inspector: ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .' , kt¢ l `!!4610: 0,7:..,IfitAIM:utoo?k,,r oostaw..,r.orYka 1.6 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 0 .0cry oaa PERM'T NO. (206) 431 -3670 p; 'r• ect: ype o ns• : • • ; �' P;- , Addre / 7 �, J .�- Date Called: 94. S h/ Special Instructions: Date Wanted: �/ Requester: ‘5.) 11-7 Ke .-4 / %7C. elgt2h -, 04'7 C-' 1 • 5,-/e, ■%) �/ 1 Phone No.: f � e49,-1 --h.IJAI . ,y d f 1 S- Approved per applicable codes. Corrections required prior to a roGal. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: i ry . -rAit. tSt!kow:!f.'t^Rtwarit6lutatet e, :e&SA a.:..LtsYt , COMMENTS: 1 ,,,v/ 0-1_-i ei vnre..•t.: h &j? -j /Ai `" /-ev$-" s 1-'1 10tlfr -1. Pe `,4,44 5 yam`' �9 d-s-i� o i h/ P :t - s Li 1-4fr•e4 h0/ _rte, iyc-1 72°`�.._ww--- .'i Su %H iP R Gr4ui-t. v old i ‘5.) 11-7 Ke .-4 / %7C. elgt2h -, 04'7 C-' 1 • 5,-/e, ■%) ! `/7e, 4:a32 cr , �1 i't?ti� � e49,-1 --h.IJAI . ,y d f 1 S- ) Q[rC5kb , p P " fr-P7 kr'✓' -4. coeiv., ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: i ry . -rAit. tSt!kow:!f.'t^Rtwarit6lutatet e, :e&SA a.:..LtsYt , IMII INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 gApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Inspector: ❑ $30.00 REINSPECTION FrE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. • :•:, 11; Date: 3� pt Address: (i 217 f`W( Date Called: "" 'sr l'% %G% L% Special Instructions: Grp // Date Wanted: V 11-41— I a.m. p.m. Requester: Phone No.: gApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Inspector: ❑ $30.00 REINSPECTION FrE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. • :•:, 11; Date: 3� kJ INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l (206) 431 -3670 ❑ Approved per applicable codes. W Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must bee,paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • .' ress I, e ei. in Special tr-Isi6t Le Date Wanted: Li - ? 9'-' Q ` t a m. Requester . r cov None No. ❑ Approved per applicable codes. W Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must bee,paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r ect: 7n1 G /'(- O fo YPe o ns : (nmwS Address: / Date Called; Special Instructions: cU — f - Date Wanted: Requester. Afj4te /44,-- Phone No.: 7Q2,- 3/20 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector:( Date: q _ / 3 D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. '.J INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3070 • rq. ype o ns.:..:66.4' ress: � j y : : 4":In = Instruct .ns: Date anted: —44-'1 am. p.m. Requester: XApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. [Inspector: Dale: ci ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670. •r.:. A%_'_AAA I- _'I / ype o ns.:..n: /64i -44.41 1 :. e "ant : i ' ..-. ' . - em., •.m. VaSIMIMPrilliiiiilEMENEFAIII : +':1 , stNCt ons: 1 Requester: ..-- �' Phone `• : G _ X1 Approved per applicable codes, ❑ Corrections required prior to approval. G(i—w( / / ( x'7-7 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �` No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ype • F/tq m , /_.,,� ! 1 ►,asuu�,c kddress: �, � Date Called: t. ( ). t k S % tJ w 14 Imo. c.w Al . Special last .. s: Date Wanted: 30 On. Requester: t " is.,9 i N S t t. t,. A-t'-1 -o nJ OF- (AIM-0 . Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t "„ KIC dC (A NI S L bl -o-0, -- vvh- .. L.. . C "'s,412;:a t►-1StoC' bF t` t t. ( ). t k S % tJ w 14 Imo. c.w Al . . 2..001 -•■ A- t o A.. S Z. S 115 3 — /—{zA rn , ,3q t " is.,9 i N S t t. t,. A-t'-1 -o nJ OF- (AIM-0 . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Cysi, INSPECTION RECORD Retain a copy with per t 1. :414 CITY OF TUKWILA BUILDING DIVISION 69q- 00SD-- PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98186 670 irrWriTo YPe ° ns 1 IRTIVOIAT - ... 4: dir 4 1 Ny CDate aged: 3_ ,9„ 94_ . penlctions: _ 6,eur Requester. 1.... Rhone NO3:6(fjL,1_‘','4..i_____"6 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r,P 24 O $30.00 REINSPECTION FE REQUIRED. Prior to reinspectiori,lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iRecect No.: Dale: City of Tukwila Fire Department r 4i John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name •' * /9- ore, Thomas P. Keefe, Fire Chief Permit No . 679. Oat at.. Address Pc. 0 /441.01.,,,I dv y S Retain current inspection schedule y Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: AOLI Authorized 5' gnature FP0 67-3) /y . Date FINALAPP.FRM T.F.D. Form F.P. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188. • Phone: (206) 575.4404 • Fax (206) 575.4439 ♦/ 110.v1111� ?`I-6o 2 • 14•4A Opor rt. sioa4 W44114 1b C4A Vert?. oPet4I Nb►, PF IA . da1Nan 111/462d 11661 6 Z 1dV V1IM)Ini. JO .1110 o3AI3OBa ' { 1 1.11 C490treR.$u4C I4u Flo4.r 'rp114 KRII 410.4• (I1'vM NO 444.1s a) MMt Oil pM 044 t�II.E vAT,bN oP Deoft CkY e "! IU IV MAMA. 019494 1 Ms t4'AA1 WI" qL^ 40044' iihf Mai ... eo. 11,-D 1NA es& NOW PAM Of9.40141 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * `h REM! . N SUB?.,;1TTAL DATE 3'— / %— PV PROJECT NAME On' itiantiU1W MAY 1 7 1994 CENTER ADDRESS oZ 0 /'�• -�- -� L.,J cS,i CONTACT PERSON /p //' ,V PHONE S-4/$/— /4 44/ ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER e57 "S D 8ER' TYPE OF REVISION: SHEET NUMBER(S) /i4'7/D "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Kin f MAY 4 tq c(4 CITY pp teo MAY 1 7 1994 PERMIT CENTER ID', 1P4uL doRa &rJSrA.D 1RoM; . eob (4 e: gU 1 LVt h.1 G 14-06 7 2 e r - u t z , J 4,-(R GoRRt corn. GE L r N� M 001R poyz.. D+& try op 'urewrt.A Tzput sr" P4UL ; As Dt.Sc )s o tN Q02 MGE""riN6 ON M,cY 2,1°c14, PLJa►..sir 6IJGt Nee21 NCB Rzo ses coc.10,1,/106 Moot Ttary a -to I N D t I DuArc. p-oom 2.E i U Rt.) At R �..�yST ry `('� -1� �,C)raRGOor2 Ciul tu6 f/26 RA:r7fo6 / A. 8SE' gc.Y / 44 WD Tp. cgeg(/_1ia D602 S. (, «rc : P re' EL- /M rN v Wr1 -LL, 4/ 12_ &ru R,vS it"" ' r) ,R EPLAc E GGi Li A- k, &plc./. 5 / 0c -�4 /070 GErLUUG lLt Juts ,x e�v>✓ c t2.40-t0O1.. cw tZ.�,� plCovm Wvu L t D t3C cc3AJ sr-R-0 c.' kiVr 714.4 d i . 14.0u Ft r p--(e c. L, 4.3 4, S 94.y, S E-E 1::){2AW tN6 rorz.. tx r-A.t LS o 11BTURrtu AR- )U Sy reM -2, c- / .e2.(. Von, c lG -/rte w ILL l3 co/-1 /b2e/' OF A 1 140u P- U, L. L S TTQ /4,, A P Rov 1= I rz.e- GAT' fog_ Ce t ru G S y s r- S PRvFos . CITY OF TUKWILA Qn-re 000 S `/ S r�'� -� A- 5 t (3 c % 1-0000 FRAM:ero F ST12Ucr) tat- ,A ✓ O we 2 y 5rt'i1 / A-ss cW (3 c. y (s F0/2- &K., &TEJ MAY Y18 1991 - P LAG A.ry tD S r- c.. Q d? STS • 636 Cc•o D t Taos Ev. t s T I N z Rk DOR . l fU Aeopiriolv 70 ! - /Vetio CE t c aR.iG . : 7Pry c� 0.� 44-50 Pgapas1.( -14 TO M2 .4 1-0 " rype r,e2yt.0/A-4 c,o,teia,106 Lin t.5 r(,v 6 4 k3ovv colt-loco , s3 7►-i-l0 -7` APPROVED BULL ' IN ' •IVMSION • M' r /C J is cu 0 V L 0 p Le-reLy C� v�--�2 NY coat 15 Qs. U. L D tc J L_2t0 VNc• 0 - A(\A t1‘.)6 /4-t .J0 U.L CJc S t C k) (. 24} l re) (Z.. C /)CRtTF A-0 0 STES'L ( C'° ((L)rbst:° e.. /M!Kar4.-7 "J ' jOf7.S c-ta eat t o o1 . 71 r tuz..) c /..)-r1141,.) 'LOU VS-'12..S a /O a . 2 orm 7-1.+47- Ulr.-Cee-10 crCo SQ (.L)c..)L.)L c (SS 7-f c../a-ct t l) i rY1rN Vt,I C c7 C) (as f•10 4A.1Z v.) A- P- & sseM (ILL ES, w e p rz O j-' `.,tee " rt'e• ,A.-tTloli t' (itd 0 l F1 G C1. 1 0 1U s U-) \-7-\- . t /J c c-P P /J r E-P Gs7 9 -S4-71 s y N 71.4-F C P ry Op 1-u t4. 1,./0 ./ c, A Mu 1,1 1.. i 4 r PJ v 4- �' I'U!t_P1AJG (eaOe1/X , *(3<=:)-F) 54-1z(.3. A r2"c"'t 4 CTht-T /\,k..)reTi-k j %C i aisO This ratings table is meant to serve only as a summary reference guide for typical ceiling assembly designs. Refer to data in the most recent UL Fire - Resistance Directory for complete details. 9.1 /Arc C43rmstrong CONCRETE THICKNESS MAXIMUM MAXIMUM FIXTURE DUCT UNIT SIZE UNIT PENETRATION PENETRATION ULI DESIGN & TYPE* THICKNESS (ft2 /100 ft2) (in.2 /100 ft2) NUMBER 2 -Hour— Exposed Grid (cont.) 21/2. 2.1"x 48'; P 5A' or r/' 16 57 0243 (230.2) 20'x60". P 21/2" 24" x 48'; P 5g" Norte None G236 (21.2) 24' x 24'; P 21/2' 30' x 60; P or PC 54i' 20 113 G250 ( - -) 20 "x60'.PorPC 24'x48 ";P or PC 24' x 24'; P 20'x60" ;PorPC 11/2-Hour— Concealed Grid 2" 12' x 12"; BF or P 2' 24' x 24'; BF or P 3 /A' (tor BF) or 3g' (tor P) Orr (for BF) or 511' (for PI 21/3 576 0027 (7.11/21 25 576 0029 (21.114) 11/2 -Hour— Exposed Grid 2' 24' x 48'; P or PC 3g' (for P or PC) None or l,9 (for P) None 0239(9.11:2) 1 -Hour— Exposed Grid z• • :do.bJe yi1 w i!. r`•;��' ;i 7/19 • • • 1 -Hour— Concealed Grid NA NA ood 24' x 48'; P Sig' or 1/2' None • None 0211 (32 -1) 24- x 24•; P ok$ '•:k7rc'"EWMAt.� i'7';' 'L' f.J'^* r;� {�� r 1 Z f ij4F=? [yN r t<i$`!r rd 1 .. jr.�j/„r-. 47 t j I� i 1 ^7 - - �Gi7 lT�...Liv.',..a� eu:d L'r�t'>{1i =ti;�'i, {���.�flw'.1 12- x 12'; P 12" x 12'; BF or P 12' 024-; BFor P 1/4' or ig• 3'4' (for BF) ',g' (for P1 None None 1001 (9.1) 14 81 1005 ( --I 1- Hour — Exposed Grid NA 24" x 48'; P NA 24'x48';P 1537/1150:11111 DO 7:63IdWbo 11/2-Hour--Exposed Grid • ,(rti x l,t' ood ecast N.A. 3g' or 1Q' 3g' or 1h' ��:'f�•. �, ; :.f) � al.. !1.' ! t'xr.i• rat I;�d'fr!y •r; ??Hi �� ^.1/. /Q1'.ihY.��1� R' 24' x 48'; P or PC 24 x 24'; P Co e ti l5 t Af SL lti c tr/ �i4f' <,, r ryty ^yy�S tt 1py,�Af' T 1 if, � �q;r, q V. +�•� lt4'i (1;�.'t;,., tYt °„q. �l ,'�t�.,;�•iil' Ydikii4 "Lk'ftY7+'%' ; "r)!��"4k ?i� `+iil?!.frki�l ie: ���d 2- Hour — Concealed Grid titWeig 2' 2' tevital g 2- Hour — Exposed Grid on rete 0n, ibbe 2' 2' 244' Minimum to 63/4'" • (2'x12';(3ForP 12" x 12'; BF or P Co. r Baked Cg 24 "x48';PC plus 24" x 48 "; Gypsum Bd. 24' x 48'; PC plus 24" x 48'; Gypsum Bd. 24" x 48'; P or PC 24' x 24'; BF, P or PC 20" x 60"; P or PC r "1; 4'4' (for BF) or 34' (tor P) 3/4' 16 24 N ?.` {.iAT 110 227 1209 (30.1) L210 (51.1) e¢Lc .?•Y ..t(,r ,? 7!�'LiS'ty� None 12 None 31(" PC plus 1/2" Gyp. Bd. 5M' PC plus 1/2' Gyp, Bd. Sig' (for P or PC) 3/•1' (for BF) 16 16 24 None 1208 (8.11/2) , ein 1F Iv 'ri."i.:l 126 P00))RC14.2) None P004 (11C4.2) 57 57 576 P215 )8C24.2) P219 ( - -) P251 11/2-Hour--Exposed Grid 34s"' 24' x 48'; P 3h' 21 255 P231 1- Hour — Exposed Grid 2' inefa b {'0ij( y -Com.os to . • j1 24' x 48'; P n'su a o on F uteil a al 3g" or 1Q' 16 57 P2160908.11 �` >lifeY:ILP y . trt.H iy Ir Lti' w + +a rr� t.. n, s ftaxa Roof �� /%,�3':��r� ttvil. ir�i'��rft�.l�'l'r 4,�.,•.. l��i1''k'1• [�,i"�r4�.�K`4 -. ;(`. Tt�.�r•��';�tj3n., v.x'x�ui 11/2-Hour—Exposed Grid INSULATION THICKNESS 1' fAinimurn to Unlimited Maximum 1' Minimum to Unlimited Maximum 24" 048';PorPC 24' x 48'; P or PC 38- 3g' 24 24 255 255 P225 ( —) P227 ( —) Sl 1- Hour — Exposed Grid \1Y1 1�A 1 o• -F •e 11/2-Hour— Exposed Grid 1' Min. & Max. 1' Min. & Max. 1' Minimum to 2" Maximum 1' Minimum to Unlimited Maximum 1' Minirnum to Unlimited Maximurn 1' Minimum to Unlimited Maximum 24" x 48'; P 24" x 48"; PC 24' x 48'; PC C•Series Luminaire;; P 24" x 48'; 1' or PC 24" x 24 "; P or PC 24'x48 ";P or PC 24" x 24 "; P or PC 5,sr 9g' 3/4' In Flat Areas) and ;41' (in Vaults) sy. 4s. 16 113 P206(RCI6•I) 16 57 P2101RC4 -I1 16 57 P211(RC3.l) 100 255 or SALO P224 ( -1 24 576 P225) -1 24 255 •eii•111r(1- `1'11P' Ln %1'li{ @)`•hl ti, ��. t• -rt< t r U r" r'V i ,j- ' S t t y,�;l-s•' 1J1CJJ1Jt.Elti : ^. "S3tY1n'it:5' +YS f.(.t } ".,s1tS1'.iD. •rfCe471! '`} L'•1∎1��jj • .444 {.trt.y „.s /i)43l pfri.,.) 'S��itL'i G: •1 irrtCtl. wiia';r <:,1r.•t..rtl''l,tt�}', .131. Y.11, 1.�.� {3. 1.,.) P. �.. i \.5: r'n.. P227 (-1 PLANK THICKNESS 21/2' Minimum to Unlimited Maximum "' 24' x 48'; P 24'x24';BF 20'x60' ;P 311• (tor P1 1/4' (tor BF) 24 254 it P253 1 -Hour— Exposed Grid 21R' Minimum to Unlimited Maximum "' 24' x 48'; P or PC 24' x 24'; 8F, P or PC 20" x 60'; P or PC 31i' (tor P or PC) 3/4' (tor BF) 24 576 P253 �ij �1 }'i ? ;Ji111r��; `:1.23r':r�t't•(ej7�llPi! 1 �7'ri�•�J:{1. 11/2-Hour— Exposed Grid 1- Hour -- Exposed Grid •P —Fire Guard PC— Ceramaguard 8F— Travertone Fire Guard **Concrete plus Insulation thickness •••Plank plus Insulation thickness CONCRETE THICKNESS 11/2' INSULATION THICKNESS 2' Minimum to Unlimited Maximum 24'x60%P 24" x 48'; P or PC 24'x24';BF 503' 16 24 288 255 P217 (RC6.11/2) R2(7 IULC)t 1Underwriters' Laboratories of Canada 37 • • Rigidlock fire -rated grid systems UL design numbers From the Fire Resistance index of Underwriters' Laboratories, Inc. Resistance Classification (Fire), Floor or Root, and Ceiling Constructions and Beam Protection. Rigldlock 3000 Systems Hour Rating & UL Number Module Size Concrete on Full Cellular Dock Board Thickness 1 Board Mfr. % Fixtures Per 100 s.f. Air e 0penln In ?/100 a,1.g Concrete Thickness 3hr.;A -211 24 "x48" 4b" Armstrong 24% 576 3' 3 hr.; A -212 30", 36" x 60" or 48' x 48' 4b' Armstrong 24% 158 21/2" 2 hr.; A•202 24"x 24', 36', 48 ", or 60" 30" x 30". 60" 4b" Armstrong 24% 576 21/2" 2 hr.; A -206 24' x 24 ', 48' 44' Nal. Gypsum 8% 288 ' 21/2" 2 hr.; A -207 24" x 24 ", 48" Mr, 3'i Nal. Gypsum 8% 288 21h" 2 hr.; A -210 24" x 24', 48" 411" Armstrong 24% 576 2'h' Concrete on Metal Lath 3 hr.; G -211 24" x 24 ", 48" 44", 3/4" U.S. Gypsum 16% 113 21/2" 2 hr.; G -204 20'x60" 24' x 36', 48 ", 60' or 30" x 60" Mr Conwed 25% 113 21/2" 2 hr.; G -208 24" x 24 ", 48 ", 60" 44 ", 3/4', 1" Celolex, Conwed 25% 576 21/2" 2 hr; G•209 24 "x24 ", 48" 4b' Armstrong 8% — 3" 2 hr.; G -210 24' x 24" 3/4" Armstrong 24% 113 2'h" 2 hr.; G-214 24 "x48" 44" Armstrong 16% 57 21/2" 2 hr.; G -218 24" x 24 ", 48" W. 1" Colotox, Conwed — See Design 21/2" 21u.; 6.219 24" x 24 ", 48" 44" Nat. Gypsum See Design 24% See Design 21/2" 2 hr.; 0.220 24' x 24 ", 48" 'h ", 4b" Nal. Gypsum 20% 28 21/2" 2 hr.; 0-229 24" x 24', 48" 44" Armstrong 25% 576 21/2" 2 hr.: G -231 24" x 24" to 30" x60" or 20" x60" Ms', 3'4' U.S. Gypsum 16% 57 21/2" 2 hr.; 0-244 24" x 24 ", 48" 413" Armstrong 24% Soo Design 3' 2 hr.; G -248 24' x 24 ", 40" %" Celotex — — 2'h' 2 to.; G -250 24' x 24 ", 48" 30" x 60' 4b' Armstrong 20% 113 21/2" 2 hr.; G -260 24"x 24" '/' Nat. Gypsum 16% 57 292" 11/2 hr.; 0.228 24" x 24" /" U.S. Gypsum 12% 57 21/2" i'h hr.; 0.243 24" x 48', 20"x60", Special Grid 'h ", 44', 4'+' Armstrong 16% 576 21/2" 1'h hr.; G -259 24" x 48" Gypsum Panel le U.S. Gypsum 16% 57 21/2" Concrete on Ribbed or Corrugated Deck 3 hr.; D -205 24" x 48" 4b' Celolex 25% Yoke Req. — 21/2" 2 hr.; D -216 20"x60", 24" x 24 ", 48', 60" 30" x 30", 60" 36" x 36" 48" x 48" 413", 3'4' Armstrong to 25% 576 Also Alr Foot at Fixtures 21/2" 2 hr.; G -204 20"x60" 24" x 36', 48 ", 60" or 30" x 60" 4b" Conwed 25% 113 21/2" 2 hr.; 0-209 24" x24", 48" 411" Armstrong 8% — 3' 2 hr.; 0-229 24' x 24 ", 48" 48" Armstrong 25% 576 2'h' 2 hr.; G -250 24" x 24 ", 48" 30 "x60" %" Armstrong 20% 113 21/2" 2 hr,; 0-256 24" x 24 ", 48' 4b ", 3'4" Armstrong 24% 113 21/2" 2 hr.; G -258 24 ' x.24', 48" 4b' Armstrong 24% 113 2'h' Wood Joists — 2" x 10" 1 hr.; L•202 24' x48", 60" 24" x 24" 4b", :1/4" Conwed 16% 113 — 1 hr.; L -206 24" x 24 ", 48" % ". Yi U.S. Gypsum 8% 110 — 1 hr.; L•209 24' x48" 'h', 44 ", 34" Armstrong 16% 110 — 1 hr.; L -210 24" x 48" 'h ", 4b ", 34" Armstrong 24% 227 — Wood Joists — 3"x 8" 11/2 hr.; L•208 24" x 24 ", 48" 44" Armstrong Mineral Fiber on Corrugated Steel Deck 1'h hr.; P -225 1 hr.; P•206 1 hr.; ULC R -217 Mineral Board on Fluted Steel Deck 24' x 24 ", 45" % ", 3'i Armstrong 24% 113 24'5(48" 44' Armstrong 16% 57 24" x 48" Armstrong 16% 57 11/2 hr.; P•227 24 "x24 ", 46' M" Armstrong 24% 255 — 1'h hr.; P -233 24" x 48" %", •Y•" U.S. Gypsum 24% 57 — 1 hr.; P -210 24' x 46" 44" Armstrong 16% 113 — 1 hr.; P -211 24" x 48" 44" Armstrong 16% 57 — 1 hr.; P•214 24 "x48' % ", 3'4" U.S. Gypsum 16% 57 — 1 hr.; P -226 24' x 48' 4b' Masonite 25% 576 — 1 hr.; P -230 24' x 24', 48" %" Conwed '24% 255 — Lightweight Concrete on Corrugated Steel Deck 2 hr.; P•207 24' x 48" 411", Y " U.S. Gypsum 16% 113 — 2 hr.; P•215 24" x 48' 4b" Armstrong 16% 57 — 1'h hr.; P•217 24 "x60" %" Armstrong 16% 288 — 1'/ hr.; P -231 24"x 48" 44" Armstrong 24% 255 — 1'h hr.; P•242 24' x 48" /' U.S, Gypsum 16% 57 — 1'h hr.; P•251 24' x 48" 4b', 30' Armstrong 20% 113 — 1 hr.; P -216 24' x 48' 'h', 4b', 3h" Armstrong 16% 57 — General Notes: 1. Main tees are tested suspended 48' on center unless noted. 2. All 60' cross toes are to have hanger wires at their midpoint. 3. Assemblies are tested with the method and criteria established in Standard UL 263, also known as A2. 1, ASTM E -119 and NFPA 251. .. 4. Hold-down clips are required when the fire-rated board used weighs less than 1.0 lb/5 .2.. 5. % Fixtures column indicates 2' x 4' fixture only, unless noted. Check listing for suspension requirements. Consult UL Fire Resistance Directory and revisions to confirm all Information listed In these tables.' 23 Design No. L210 Unr(trained Assembly Rating ---7 '-Ir. Finish Rating-12 Min ta-d Uhrestrained Beam Rating-1 hr. *Nominal Dimensions Beam-- W8x20, min size. Finish Flooring --1 by :4 in., T &G; laid perpendicular to joists, or 19/32 in. plywood, min grade "Underlayment" or "Sturd•I- Floor" with T & G long edges, and conforming with PS 1-83. Face grain of plywood to be perpendicular to joists with joints staggered. 1A. Alternate Finish Flooring—The alternate finish flooring may consist of the following: Floor Topping Mixture' -- -10.13 gal. of water to 170 Ibs of floor topping mixture to 595 lbs. of sand, Compressive strength 900 psi minimum, Thickness to be 1 in. minimum. Building paper (Item 2) optional. Floor Crate Systems, Inc. —Type II. 2. Building Paper --- Commercial rosin sized, 0.010 in. thick. 3. Subfloor-1 by 6 in. T &G. Placed diagonally to joists, or 15/32 in. plywood, min grade "C -D'• Exposure 1 or "C-D" with exterior glue, and conforming with PS 1 -83. Face grain of plywood to be perpendicular to joists with joints staggered. 4. Bridging ---1 by 3 in, 5. Wood Joists-2 by 10 in., 16 in. O.C. firestopped. 6. Nailing Strip- -Cut to fit between ends of joists framing into beam and to be flush with top of joists, 7. Air Duct—Made of galv sheet steel with area of duct openings not to exceed 227 sq in. per each 100 sq ft of ceiling area. Area of individual duct opening not to exceed 227 sq in. Max dimension of opening 17 in. Supported by No. 16 MSG, 38 in. Tong cold - rolled channels, .3/4 in. wide and 1'/: in. deep, suspended from the joists with No. 12 SWG galv wire and se- cured to wood joists with one 8d common nail approx 7V in. above the bottom of the joists. Duct hangers are to be 42 in. 0,C. with one hanger next to each duct outlet. 8. Damper —Min 0.056 in. thick (16 gauge) galv steel. 20 by '20 in. Protected on both surfaces with 1/16 in. ceramic fiber paper and held open with a Fusible Link'. (Bearing the UL Listing Mark). Damper to overlap duct outlet 1 in min. In lieu of the dampers,described above, Duct Outlet Protection System A, as described in the Design Information Section may be used with steel ducts. 9. Air - Diffuser Protection-24- by 24- by 1 /2 -in. thick Acoustical Material', with hole cut out of center to fit around air outlet and placed on top of diffuser. (S)= Surface Perforations. Armstrong World industries, Inc. - --Type P(S). 10. Hanger Wire - --Gals steel 12 SWG min diam, attached to wood joists with 8d common nails driven approx 7 -1/2 in. from bottom of the joists, spaced not over 48 in, O.C. along main run- ners. Nails to be bent flush with joists, Wires to occur at all four corners of each light fixture, at midspan of cross tees at the sides of Tight fixtures, and adjacent to main runner splices. 11. Steel Framing Members•—Main runners 12 ft long, spaced 48 in. 0.C. Cross tees, nom 48 in. long, perpendicular to main runners and spaced 24 in. O.C. Cross tees, nom 24 in. Tong, installed perpendicular to 48 in. long cross tees. Chicago Metallic Corp. —Types 250, 850. Donn Corp.—Types DXL, XD, • National Rolling Mills Inc. -•. -Types i=G, FST -6000, - 6000A, -8000, -.8000A. 11A. Steal Framing Members• —Metal pans —(Not shown) (Optional)— Channel- shaped metal pans, various colors and finishes, installed perpendicular to cross tees or main runners and spaced 4 in, 0.C. The flange edges of the metal pans engage and interlock with the vertical tabs of o ^rf • • • • r. _ ..� fw,��. dints, Af the_ ft1RtaI MAY— 3—U4 WE 11:U8 FAX NO. 2852092 444 EIRE RESISTANCE DIRECTORY b_L 2,0 FIRE RESISTANCE RATINGS (BXUV) ---- •Continued 11B. Steal Framing Mombors' —Grid Adapter —(Not shown) (optional)—For use with Type 1650 metal pans (See Item 11A). Angle- shaped adapter with a looped return flange; installed paral- lel to cross tees or main runners by engaging return flange of adaptor to the flange of the cross tee or main runner. Type 1654 is intended for use with cross toes. Type 1652 is intend- ed for use with main runners. (CMC Cat. Nos. 1652 and 1654). Chicago Metallic Corp. —Type 1650, 1 1C. Steal Framing Members'--- Fi(lor strips —(Not shown) (optional)—For use with Type 1652 or 1654 grid adapters (Soo item 1113). Channel- shaped metal pans, 0,18 to .024 in, thick, steel or aluminum 1/4 in. deep and 31/32 in. wide, placed with the painted side down in the cut- outs of the grid adapters adjacent to the vertical tabs, (CMC Cat, Nos, 1532 end 1632). Chicago Metallic Corp. —Type 1650. 11D. Steel f=raming Members•--9/16 in, wide narrow flange grid may be used as an alternate to 15/16 in, wide flange grid systems. Main runners, nom 12 ft long spaced 4 ft 0.C. Cross tees, nom 4 ft long, installed perpendicular to main runners and spaced 2 ft 0.C. Cross tees, nom 2 ft long, installed perpendicular to •4 ft cross tees and spaced 4 ft 0.C. For use with Type P, nom 24 by 24 in. square edge or teguiar edge lay -in panels, Grid modules containing light fixtures must employ a fixture centering clip at 'each corner. The 24 gauge electro -gale steel clip is nested on the flange of the intersecting grid tees; has two 1.7/16 in. high legs with their sides perpendicular to. each other and a U- shaped return at the top of each log for engaging over the bulb of the intersecting grid tees. National Rolling Mills Inc. —Type FSLK. 12, Fixtures, Recessed Light — (bearing the UL Listing Mark), Fluorescent lamp type, steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 12A. Fixture Stabilizer —(Not shown) —For use with the Type 1650 metal pans (See item 1 SA); one min 0.047 in. thick (16 MSG) gale steel channel yoke per light fixture, secured to the web at midspan of cross tee on each side of fixture, 126, Fixture Stabilizer— (Not shown) (Optional) —•Min. 0.020 in. thick (25 MSG) painted steel spacer bar formed as an angle with 1 in, legs and hemmed edges and slots perpendicular to and near the ands of the spacer bar for engaging over the bulb of the tees, Engaged over the bulb at midspan of the cross tees on each side of elf light fixtures and over the bulb of the adja• cent cross tee. 13. Fixture Protection -- Acoustical Material•—Same as Rem 14. Cut into pieces to form a 5 sid- ed enclosure, in cross- section, approx 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 1/2 in, clearance between the fixture and the enclosure. The pieces are held together by 8d common nails spaced max 12 in. O.C, 14, Acoustical Material' —Nom 24 by 24 or 48 in, lay -In panels. Border panels supported by min 0.016 in. thick (26 MSG) painted•steel angle with 7/8 in. legs; or min 0.016 in, thick (26 MSG) painted -steel channel, 1.5/8 in. deep with 7/8 in, flange, No. 27 MSG spring•steei hold - down clips, 3/8 in, wide, placed over web of cross tees, spaced 24 in, 0.C. Armstrong World Industries. inc. —•Type 1/2, 5/8 or 3/4 in. Type P(S). 15. Mineral and Fiber Boards•— (Optional, not shown) — Applied over wood floor with no limit on overall thickness. Sae Mineral end Fiber Boards (CERZ) category at the end of this directory for names of manufacturers. • 16. Roof Covering —(Not shown)—For use with roof insulation in item 15, Class A, B or C Built•UP Roof Covering Materials' consisting only of felt and asphalt (or coat tar pitch) materials in al. tt9rrna c ■arm.. ..,.., tt..IlJl..a 1.4_t_..111 111trf*uu,l 'Bearing the UL Classification Marking 1 1111 I1V. LVULVUL I . VM Design No. G241 (See Item 5) Restrained Assembly Ratings --1 and 11/2 Hr. Unrestrained Assembly Ratings -1 and 11 /z Hr. A (p ...-_� -. 24 ■+ ... .-.. �. ... .� S•ctiorl A-A Enloraem ent of Tee-Suspension System Normal - Weight Concrete --- Siliceous or carbonate aggregate, 150 pcf unit weight, 4000 psi compressive strength. • 2. Welded Wire Fabric -6x6 —W 1.4xW 1.4. 3. Metal Lath-3/8 in. rib, 3,4 Ib /sq yd expanded steel; tied to each joist at every other rib, and midway between joists at side laps with 18 SWG galy steel wire. 4. Steel Joists- -Type 10J3, min size; spaced 24 in. O.C,, welded to end supports. Steel bars, 1/ tin. diem, welded to top and bottom chord of each joist, for bridging. 5. Acoustical Material' —Nom 24 by 24 or 48 in, lay -in panels. When nom 24 by 24 in. lay -in panels are used, the Restrained and Unrestrained Assembly Ratings are 1 Hr. Border pan- els supported at walls by min 0.016 in. thick (26 MSG) painted -steel angle with 1 in. legs; or, min 0.016 in. thick (26 MSG) painted -steel channel, 1 5/8 in. deep with 1/2 in. top flange and 1 in. bottom flange. (S)= surface perforations. Armstrong World Industries, Inc.—Type 1/2, 5/8 or 3/4 in. Type P (S). 6. Steel Framing Members' —Main runners nom 12 ft long, spaced 4 ft O.C. Cross tees nom 4 ft long installed perpendicular to main runners and spaced 2 ft 0.C. When the ceiling is com- posed of nom 24 by 24 in. lay -in panels, cross tees nom 2 ft long installed perpendicular to 4 ft cross tees midway between main runners. Donn Corp.—Types DBL, OBLA, DVL. DVLA, DXL, DXLA. National Rolling Mills Inc. -- -Types FG, FST -6000, - 6000A, -8000. - 8000A. 7. Hanger Wire —No. 12 SWG gals steel, spaced 48 in. 0.C. along main runners to occur adja- cent to cross tee intersections and main runner splices. 8. Hold -Down Clips —No. 28 MSG spring steel, spaced 2 ft 0.C. 'Bearing the UL Classification Marking . City of of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0082 (512) John W. Rants, Mayor March 16, 1994 Re: Boeing Company Building #14 -06 - 8620 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not-be-placed in the required width of an exit, except projections as permitted by the Building Code, Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 12.109(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required-exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 3. All new fire alarm systems or modifications to existing systems shall have the written approval of The - Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for City Y o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1646) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B94 -0082 Tenant: BOEING #14 -06 Status: PENDING Address: 8620 EAST MARGINAL WY S 03/11/94 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 000160 -0019 Owner: BOEING Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 3/ 4/1994 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: UPGRADE FOR NEW TENANT. Location: Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: Gas /Elec: Census Code: 437 # of Units: 1 # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:SEATTLE Sewer:SEATTLE Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 100,000.00 Fire Protect: Type Const: V -N Type Occ:0016 OFFICE UBC Edition: 1991 Occupant Load: Occupancy Grp:B -2 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 03/11/94 Activity document routing maintenance. BUILDING PERMIT Permit No: B94 -0082 Tenant: BOEING #14 -06 Status: PENDING Address: 8620 EAST MARGINAL WY S Route: 1 Current Route Line: 3 of 7 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 03/07/94 03/11/94 03/11/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[EXITS O.K. ] 2[OCC. LOAD N /C. ] 3[SCOPE OF WORK — UPGRADE CORRIDOR ] 4[ ] 5[FIRE PLEASE REVIEW AND COMMENT.'.: ] 6[ ] 8[ 4N... ] 9[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. 1 ."t LA r) NORTH BOEING FIELD 7755 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 LOCATION MAP VICINITY MAP J PROJECT1 SITE AREA MAP 14-01 BLD3 AIDDRESS: 8620 E. MAGI\AL WAY S. HOJECT SEAT [LEI, WA. LOCATIO\ yARcu 8 nx /)7Q7,'Nce/ Q/ 5 ) A Tract of land situated in Section 331 Township 24 North, Range 4 East, W. M., in King County, Washington, described as follows: Commencing at a point on the East margin of East Marginal Way, said point being North 23°41'03° West a distance of 351.24 feet dlong said margin from.the intersection of the South line of Henry Van Asst Donation Land Claim No. 50 with the East margin of said East Marginal way, as marked by a monument on the West boundary of boeing field, said point also being point of intersection of said Easterly margin with the shore line of the Duwamish river'es established by Commercial Waterway District No, I; I. hence continuing North 23'41'03" West along said East margin, a distance of 202.75 feet to the true point of beginning; lg::ctlogh1/9341ff8" thime North 66‘18'57" WEast :terra: ::g:::dt:::ledr1,:a:::Y6,74::::a:'ce f 259 feet to the Northwesterly line of Parcel 8 of a Tratt of land conveyed to Friday, Inc., by deed recorded under Auditor's rile No. 5286620; thence South 6618'57" West a distance of 149 feet to 3n intersection with the Easterly margin of East Marginal Way; thence South 23'4103R East along said Easterly margin, a distance of 259 feet to the true point of beginning. FROM DOWNTOWN SEATTLE 0 ri L14-01 7-127 '' KING COUNTY —\ \ AIRPORT OFFTCE CENTER (FAA) 900 -71x -r- c900,/ 0 05. EXIT 158 BOE1Nc ACCESs RD V E XI T rPROJECT SITE 157 -EMT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT 599 L TUKWILA FROM KENT & AUBURN 900 NO SCALE PUGET SOUND REGION NORTH BOEING FIELD • 14-06 BUILDING LOCATION CODE REFERENCES SEPARATE PERMIT REQUIRED FOR: 1:3 MECHA'.::IAL D ELECT 7.1 13 KIM- a GAS eny CODE SUM OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREA' (ACTUAL) STORIES: OCCUPANT LOAD: V1ARY FILE CO bY 1 witl@r§fand di hat Plan ClIgack approvals ar §ofijegi Id Mani sntioniiiisions and approvai f plon§. does not euthofige the violation of an adoptod code or ordkiance. Receipt of co tftlefer§ copy of approvedOenearArtowledge 6'y , D___nit) - Pormit No, (LSO 199i UBC KING COUNTY/TUKWILA WASHINGTON STATE ENERGY CODE -00\ •)\1-0 WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWILA B-2 OFFICE V N, NON—SPRINKLERED ---BUILDING FOOTPRINT 17,301 PROJECT AREA VARIOUS LOCATIONS, 1ST St 2ND FIRE PROTEClIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED 2 NO CHANGE NOT SPRINKLERED 3 3 NO CHANGES RECEIVED CITY OF TUKWILA MAR 4 19911 PERMIT CENTER AFIZEIA," FACILITIES DEPARTMENT AUBURN, WA. 98002 • EVERETT, WA. 98201 L1 KENT, WA. 98031 F1 PORTLAND, OR, 97220 Ll REN FON, WA. 98055 • SEATTLE, WA. 98124 allioniMMANFK4ntaa WPM, ININVIRMWAIMO LIM AIM .IMORIAII.W./....121i AIKOMMIMMIllenrIMM1,11rr 01,311.1.11420=101..1•10.... x,I1V66261.1......114.., -MAIMS.ILOWNOMM•611.101141Mallta..M.YONOY•011.14.R.ONIWINL•01.~.10ao.......0. or. ...vostwa/v." • - • 11 11111 1111 11111111111111.1t.,11111.41, 0 term; INCH 2 amorwrommomossum.wavosmaswaerwomr.....tusammouva"Par.wome...........ftwavavatoesaaar 0 C 61Z E31 111):111111111".1111111111111 HI111111 LZ 9 fdr ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE wrg 1111 gl P 11-11(il 1414,1-r 4411111111111I11111111 7 --- 9 4 5 10 to the quality of the wiginal document. . 1 1 _ 9L CIL oL 6 4 9 G !Ott: -16t-iheiieretiimed doc:lent isiess clear than this CZ ZZ OZ 6L $3,t notice, it is due 47 DRAWN BY CHECKED EN OR. CHECKED APPROVED APPROVED DATE SUBTITLE TITLE. 40717201,4414€M C ve 19. Sh_ eet-- ‘tiOir—v FLOORS Pt?? 11C)Ni" 1 11 .)„, 7, \9S4 I Larry E, Facilities Permits Administrator North Boeing Field Rento, . Division Boeing Commercial Ai:plane Group P.O. Box 3707, MS 17-MA Seattle. WA 98124-2207 Telephone 206-544-1644 Fax 206-655-1039 Pager 206-994-6181 Cellular 206-949-2565 ;i0 A LAST REVSION I SYMBOL SHEET Al JOB NC. DATE OF DWG NO. 1 4-06--A1 1.00.1./.011 • La 1,0.A. - .MILMNI.MW,IANNOMMA4Mya.yys.m. J...knOMMARIIIMOMV.AVW MAN FIRMS4,560 elIMOM•497• tpC3R3 .162$0 0■0.13 11111101111 11. 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Ill! !if r ? iill�i�llili iilll; illnllllllliili�f111111iilniillrlll ill +Hill L. -r MECH. ROOM �.� RECEIVED CITY OF TUKWILA MAR 4 1954 P NMlr CENTER 0.1: ii11';I�iiT.f1 10 1'R0\J E9 tin 2.7 199" TI1LE■ EXISTING JOB O. 504 793 PUU"P. A. JORAANSTAD DY6 MAKE /IUMBERf 1 4 -06. 1 CMECIED B[' K. SOPERVUN:� J • F. YARD'( W. 1 N TERS 011f' 02/18/94 THE MEngCOMMERCIAL AIRPLANE COMPANY N.B.F. FACILITIES PLANT LAYOUT IDME/BAY 10. SCALE= 1 /i••I'-0' CRUD 2' L14- O6.1-7PJ- REMOVE -1 SHEET 1 +f1 d'if A.Y1: -Y .. e\ > l.:':!+ 1Tf.✓, CMHLC.:. iv�iYRid :}�IYdIdJbSlb.Y..+l�.AT:/ -'ry. J�..r 1 !\1.) Cm.) L El 1 13 A It* Ili CC .1 UP //, Al (I I -- 14 E7 •••••• • . , - • • • . 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FACILITIES PLANT LAYOUT I 1 4 - 0 6 . - 7PJ-REV- 3 SHEET „, "2:ricr.i:Wd,,,a;r0;;;er-M.,4.1;rier••-•4•7..X 44"`'' ••-• ••-• „ ' -.~51,001/41404--,1;%; 4'010 -e s4e-F,rese -1/5,4",P#Arte,' Azif 't "FR, -"-rw.),-rrz,5 • Styl(-3rk-.,41)-- • „ , . . - 4 , • , . ' •".• er,":.',-• fr.,/ , . . . 0 16 THS INCH 1 2 .- ... 4.-t-.4--.• f ,- . `.,-.•••, , • • • ...,,,,` --. ,, ,`,Ar ,-...: jr,',. ...„ ..,, .1',.. X,:';‘, '. - , , ‘`,/'',..-:-, -r.,-- .':...- ,,!..,,,„, , • 4' , 4 .; ...- II 1 1111 livj ii:II 1. II I t II 11111 111111 4,1.1444111 i 6 7 P it ihe microfilmed document is less clear than this it is due to the quality of the original. document. . T• I f 4 f I NOTE: notice, OC 6Z 8G LZ 9Z SZ 173 CZ Ze 03 664011116111141611,40H1,16406646441 61 91 Ll 91 91 471 1,t1).1114IIINITI„ 4111iHI 1,101441)1 11119 10 11 weemummo 12' 40 1111111,411,111111111111,11611111n 1101111 11111111,41111,1.1ffid9p11,11111111,11111h1;1.1111,1111M14111111111111111 et Zt 1.i. 01, 419 vol „ , • ...• ,,"„ , ' „ ,„„ • • •,„ • • • • INSTALLATIONS ENGI NEERINC: PROVIDE DESIGN TO ACCOMPLISH THE FOLLOWING ARCH /STRUCT. (PROVIDE & INSTALL) Ejirulp INSTALL FIRST AID KITS • SEAL OPENINGS LEFT BY DOOR /WINDOW REMOVAL PER APPLICABLE CODES. • STANDARD 3' X 7' FRAMED DOOR WITH STANDARD HARDWARE. 13/4' X 3' X 7' DOOR & HARDWARE SOLID CORE 20 MINUTE MINIMUM RATING. • PROVIDE RAMP FROM DOORWAY THAT MEETS APPLICABLE CODE REQUIREMENTS SUPPORT FOR (2) 6' PROJECTION SCREENS. E NS. [DC• 75 LF OF CEILING DEMOUNTABLE PARTITIONING. A • 10 LF OF COUNTER TOP TO SUPPORT A SINK, AND HOUSE LOCKABLE DRAWERS. WOOD TYPE, FINISH, AND CONFIGURATION TBD. Pi MICROWAVE STAND TO STACK ;2) MICROWAVES. TACKABLE WALL APPROX 150 LF. 57 LF OF SHOP FENCE WITH (2) SLIDING INSTALL 12'W X 6'H ROLL UP DOOR ( NON STATIC VINYL FLOOR COVERING WITH CARPET FLOOR COVERING WITH COVE BASE ASPHALT LIFT WITH SMOOTH SURFACE REPAIR EXIT DOOR AS REQUIRED. SECURE & LOCK DOOR (NOT AN EXIST) . REPAIR /REFURBISH EXISTING ROLL UP AS 3' DOORS AT-9A- COVE BASE TRIM. COLORS: TBD TRIM. COLORS: TBD. REQUIRED. PROVIDE INSULATION TO THE STORAGE /RECEIVING AREA. 20. WHITE BOARDS TO BE SUPPLIED BY BOEING & INSTALLED BY CONTRACTOR. LOCATIONS TBD ON FORTHCOMING LAYOUT. 21. FIRE EXTINGUISHER /SIGNAGE AS SHOWN ON SEPARATE LAYOUT BY F.D. 22. PAINT FASCIA BOARD ON BUILDING EXTERIOR. 23. PATCH & PAINT ENTIRE FIRST FLOOR & DATA CLOSET AREA ON SECOND FLOOR. 24. FILL AND SEAL SLOT IN CONCRETE AT COLUMN E -1. 25. REPAIR AND /OR REROOF AS REQUIRED. NOTE: ROOF CONNECTION AT COLUMN E -2. L%14: 4-',4 r `3SS�`x.;.S X :j ''s°- •$35:� %^.f'l.!�'PS''�+.- sz'Jr9.i =. ELECTRICAL (PROVIDE & INSTALL): 120V 15A DUPLEX WALL OUTLET. 120V 15A 4 -PLEX OUTLET 120V 15A 4-PLEX OUTLET WITH DIDECATED POWER. 5i PREWIRE FOR AND CONNECT AFTER INSTALLATION OF SYSTEMS FURNITURE TELE - POWER. THIS ITEMS PROVIDED BY BOEING. PROVIDE (3) SINGLE PHASE CIRCUITS. (2) NEUTRAL CONDUCTORS, GROUND. AND ISOLATED GROUND CONDUCTOR FOR EVERY EIGHT WORKSTATIONS. GROUND CONDUCTORS MAY BE SHARED. v r3-> Io • LT> PROVIDE DUPLEX FLUSH MOUNTED TO FLOOR; INCLUDE (2) DATA OUTLETS. 120V, 20A, SINGLE POWER AT LEAST 6' S" ABOVE FINISHED FLOOR. TWO SEPARTE LIGHTING ZONES FOR NEW CONFERENCE ROOM. STANDARD OVERHEAD LIGHTING CONTROL SWITCH TELEPHONE CONDUIT, J -BOX, WITH PULLWIRE. PROVIDE TRACK LIGHTING TO COVER 2/3 OF WALL COVERING. PROVIDE POWER FOR GAS WATER HEATER. PROVIDE (2) 120V, 20 AMP CIRCUITS TO SUPPORT INSTALLATION OF FILESERVERS. DETAILS SHALL BE PROVIDED AT A LATER DATE. PROVIDE 240 VOLT POWER FOR BATTERY RECHARGER FOR PALLET JACK. PROVIDE 120V, 20 AMP 4-PLEX POWER RECEPTACLE TO SUPPORT DCS. DETAILS TO BE PROVIDED AT A LATER DATE. ADEQUATE LIGHTING SUSPENDED FROM THE E "POSED CEILING TO MEET BOEING FOOT CANDLE STANDARDS FOR SHOP AREAS. LOCATION ADT DETECTION AND FOCUS PANEL:.. PROVIDE PROVIDE PROVIDE PROVIDE 120 V 20 AMP DEDICATED DUPLEX 18' AFF FOR FRIDGE. 120V 20 AMP DEDICATED DUPLEX 4.5' AFF FOR COFFEEMAKER. 120 V 20 AMP DEDICATED DUPLEX 4.5' AFF FOR MICROWAVES (2). 120 V 20 AMP DUPLEX TO SUPPORT BADGE ENTRY DISTRIBUTION PANED 9. DESIGN FOR THE INSTALLATION OF A FIRE ALARM SYSTEM. 10. ADEQUATE LIGHTING TO SUPPORT NEW OFFICE AREA CONFIGURATION. 11. DESIGN FOR THE INSTALLATION OF A SECURITY BADGE ENTRY SYSTEM. 12. PROVIDE LIGHTED EXIT SIGNS AS REQUIRED 13. INSTALL BATTERY ACTIVATED EGGRESS LIGIIIING SYSTEM AS REQUIRED. 14. INSTALL. EOUIP. RACKS, CABLE TRAY, FLOOR PENETRATIONS, & POWER TO SUPPORT DATA CLOSET INSTALLATION ON 2ND FLOOR. DETAILED LAYOUT PROVIDED AT 45X DESIGN- r'r �'rrMrov. ;•1 MECHANICAL (PROVIDE & INSTALL) El DRINKING FOUNTAINS PER UBC STANDARDS. O 90 PSI PLANT AIR DUPLEX AIR DROP 4' FROM THE TOP OF WORK SURFACE. RELOCATE GAS HOT WATER HEATER (EXISTING). PROVIDE HOT 5 COLD WATER AND DRAIN FOR FLOOR SINK. M STANDARD BREAK AREA SINK WITH A DRAIN, HARDWARE, HOT, AND COLD WATER. PROVIDE PLUMBING FOR COLD WATER FOR BUN - OMATIC COFFEE MAKER Ri.›. PROVIDE PLUMBING FOR COLD WATER KENMORE REFER WITH ICE MAKER. PROVIDE ADA ACCESSIBLE TIOLET & RELATED HARDWARE. PROVIDE HEAT TO ENTIRE STORAGE /RECEIVING AREA. 9. CLEAN /REPLACE DIFFUSERS AND DUCTING AS REQUIRED. 10. COOL /VENT DATA CLOSET ROOM ON 2ND FLOOR; DETAILS TO BE PROVIDED AT 45'4 DESIGN. GENERAL NOTES: (), 1. CUSTOMER RESPONSIBLE FOR SUBMITTING R.F.E.'S TO BCS TO MOVE PC'S AND EQUIPMENT. 2. CUSTOMER RESPONSIBLE TO REQUEST LOCK CYLINDERS AND KEYS FROM LOCK L KEY. 3. CUSTOMER RESPONSIBLE TO COORDINATE PHONES WITH BIN. 4. NEW CARPET TO BE PROVIDED INSTALLED BY CARPET MASTERS 5. BAOI TO INSTALL SYSTEMS FURNITURE STATIONS WITH ELECTRICIAL SUPPORT FROM CONSTRUCTION CONTRACTOR. 6. WINDOW COVERINGS TO BE PROVIDED & INSTALLED BY BOEING. 7. ADT WILL PROVIDE INSTALL FIRE PROTECTION SYSTEM AS REQUIRED (SEPARATE PERMIT). 8. INSTALLATION OF SECURITY BADGE READER SYSTEM WILL BE ACCOMPLISHED VIA A VENDOR 9. CUSTOMER RESPONSIBLE TO COORDINATE ORDERING FIRST AID KITS. s� y rr /;;;" 1. - ;1 =1c ,�' %..: •�f !; �'! fi�i�i�l�i�l� l�I�!�Ili�ill�I�1lI�I�111 1liii(1111 ?.�11)�Ill 'C! �I1III .Ii, , ili,l r�.j '1(t , }�!1 ,111111 1�1ipi il1it I .tilt4 I Ili 1 2 3 4 5 6 7 s ' won: If the microfilmed document is less clear than this notice, it is due to the quality of the 'original document. LA 91. l Vi et Zl tt 0I 6 8 4 9 9 9 c Z1 Ww 0 11 �► U I) !!11111144!1 r ;1!!1 !IIl11IIIi1Ii 11E1ii�si :!I�fi�i!lii !!! �EiliLl��t�lll li1!! !1 111111!!!11'11111111 111!! i!! 1lliliililill ;�ii�l�l11n11�111111111 0 16 THLINCH 11 itivpiiiiipl!111111111111110111111111101 9 ; 10 11 u:D21HGRM*UY 12N 0E; 6Z 8e /2 9Z SZ 9iZ ' CZ ez lL Q 61 9l 111 i1111iiii111h1h1111111111111 !!li!!!1!!l111111.111l111111 11111�111d111111 !!IIli4 lu1411014111 "NCR c: -1111ONTIA. E ;??-"1 -u yo, 1'034 RECEIVED CITY OF TUKWILA MAR 4 i ;194 PERMIT CENTER FINAL LAYOUT - REV 3 JOB U. 5 0 4 7 9 3 DVC AIME/IUMCER rI "'1ER' P. JORAANSTAD CHECAED 87' K . ¥ 14--06.1 St►lEt 1/8'2!' -0' C11D= 'l' IOKE /BAT Y0. SUPUYISORI S M. WINTERS °"'" 02 -18 -94 THE EY COMMERCIAL AIRPLANE COMPANY N.B.F. FACILITIES PLANT LAYOUT 114-O6.1-7PJ-REV -3 SHEET 2 83 CFM 6 "0 (K) (J) ( E: ) _t 10 CFM 8 "0 24 -"PI.. (UNU THERWISE NOl ED 9 (A' 1 f I II: 791 n 8" 0 -"-111 AC')UST I CAL F I BERCI ASS L I NE11 EF1C3A - EF1C3( 1NJU 1 U I-I 1 E3 3A U.L. CLASSIFIED TYP. CEILING TILE GRILLE nt 4s" `` R.A, G lE DDD DETAI L :\61- E.; Typ ICA L FoR 14A-61 LLE Dud" T f�.v LUAU. a I F `5 xc I S i P' lS�• V M i'f" U W AL L. T "'� A r. E0 E-To�CS LArt,. orE> '1'-16. .�" Aim 'cI S a FT. 41K Rt A [Z.ILI T �- • P S �" ! I V b E. L y wALL ' s x'154 VZ E A S R ► A, ► 612.' L. L E 0 r �I 11�eS. �I Ic c L___12114 AI1RC4A EFRE4A \t/ --875 CFM (TYP.8) 6" UH1 E3A -+ SYM REVISJCu 4--06 AS BUILT 14 -06 BLDG. MODIFICATION J#50479. APPROVED GATE SYM REVISION 3.30.9 1 U> INSTALL SMOKE DETEC FOR IN RETURN AIR DUCT AT UNIT PER MANUFACTURERS INSTALLATION INSTRUCTIONS. Uit> INSTALL T'STA!. 5' - -O" A.F.F. IN LOCATION INDICATED. BY FIRST FLOOR PLAN 1/8" _ 1' - " _ N APPROVED DATE 5. INSTAL 24X6 DOOR GRILLES WHERE INDICATED BY SYMBOL . Le> TIE INTO EXISTING 10 "0 DUCT WITH NEW 10 "0 TEE, DAMPERS AND DIFFUSERS AS SHOWN. TIE INTO EXISTING 8 "0 DUCT" WITH NEW 8 "0 1 EL, DAM - PERS AND DIFFUSERS. INSTALL 6 "0 STACK ON HEATER AND ROUTE UP 1 HROUGH ROOF. SEE DWG. 14.06 - 1 A01 ROOF PENTRA[ION. TIE IN TO NEW AHU SUPPLY OUTLET AND ROUTE DUCTWORK AS SHOWN. INSTALL DRUM LOUVERS IN LOCATIONS INDIC- ATED. BOTTOM OF DUCT SHALL BE 11' - -0" A.F.F. EACH_ .ITIES DEPARTMENT 111111111 111111 11I111I11111 11I III j111111I111111111.111111 ,� 0 16 TNS IIdCSf 1 r rr 3 4 Ll AUBURN, WA. 98002 L_.l EVERET1, WA. 98201 11 KENT, WA. 98031 (II POR i LAND, OR. 97220 L] REN TON, WA. 98055 SEA T TLE, WA. 98124 s t ..f; ...i. tl'1' .LI1.1 1i �1 l.l.lf►IIlllI`l .1111 I ICI .111 {� I1 t I �l 1 1 -I 4 5 6 7 8 Ott: If the microfilmed document t is leas clear than this notice, it is due to the quality of the original document. ( 2 ) (3) ( 4 ) FILE mrsorrossaarsimew LEGEND: (SEE SHT. MI) SPECIFICATIONS: 1 THERMOSTAT PWGRAMABLE 24V. TRANE MODEL NO. BAYSENS008A'' 2. DUCTWORK COP��TRUCT TEES, BENDS AND ELBOWS WITH RADIUS OF NOT LESS THAN 1 1 /2. TIMES WIDTH OF ['LJCT ON CENTERLINE, TRANSITIONS SHALT: NOT EXCEED 15 DEGREES DIVERGENCE AND ; 0 DEGREES CONVERGENCE. U1= TO 8 "s (26 CA), 9 "s -20 "o (24 GA) FABRICATE; CONTINUOUS WELD AROUND DUCT FITTING 2 GAGES HEAVIER THAN DUCT AS INDICATED IN MACNA STANDARDS. JOINTS MINIMUM 4 -INCH : ;EMENTED SLIP JOINT. BRAZED OR ELECTRIC WEL(). PRIME COAT WELDED JOINTS. NONCOMBUSTIBLE ;R CONFORMING TO REQUIREMENTS FGt CLASS 1 AIR DUCT MATERIALS, OR UL 181. MAN(.WACTURER - UNITED MCGILL OR APPROVED. 3. DAMPERS -- MANUL VOLUME DAMPERS SHALL BE LOCKING QUA[ ANT REGULATED. SINGLE BLADE. PRIMED Arip COATED GALVANIZED. 4. FLEXIBLE DUCT -- THERMAFLEX M -KE, OR APPROVED, AIR DIP- U.L. LISTED STANDARD 181 CLASS 1 COMPLINp WITH NEPA STD. 90A AND 90B. 5. SUPPLY DIFFUSEF 1 - KRUEGER MODEL NO. 6404, FRAME 23, .WHITE ENAMEL FINISH, PERFORATED FACE: ROUND NECK. 6. RETURN GRILLES SHALL BE 1,/2"X1/2" EGGCRATE. 7. DOOR LOUVERS - AIR LOUVERS INC. MOD. NO. 600. 8. DRUM LOUVERS - KRUEGER MOD. NO. DPL 12 SIZE 12/30 OR VPROVED EQUAL. 9. SMOKE DETECTOR ROBERTSHAW MOD. NO. 2650 -150 OR APt :ROVED EQUAL. GENERAL NOTES: 2 PROVIDE MANUAL yOLL?ME DAMPERS AT ALL DIFFUSER BRANCI 4:S AND WHERE INICATETD ON DRAWING. BALANCE NEW AN EXISTING DIFFUSERS TO CFM'S INDICATED ON DRAWING. OBTAIN THE SERVICE OF A NEBB CERT I IED TEST AND BALANCE ENGINEER WITH 3'`YEARS EXPERIENCE. ADJUST AIR HANDLING ANO DISTRIBUTION SYSTEM TO PROVIDE ± 10% (;DESIGN SUPPLY AND RETURN AIR QUAI.fITIE:S. MEASURE AND RECORD HVAC OPERATING rIONDITIONS. VARY TOTAL SYSTEM AIR QUANTITIES B : ADUSTMENT OF FAN SPEEDS THRU RESHEAVIN(,, PROVIDE BALANCE REPORT. 3. SEE DRAWING N0, 14-06-1A01 FOR EXACT LOCATIONS OF DII ¢'MISERS. 0 ur dalstland that the Plan Check approvals aro subject to &TOM and omietions and approval of plans des not massifs, 00 tlioitalon of any adopted eta site's copy afappoweel pun inwistitafirgii, Btjf Cleft . Pmt NG. (5) CONSTRUCTION NOTES: [j::::::. TIE INTO EXISTING 12X12 DUCT WITH NEW 8" DUCT IN LOCATION INDICATED. PROVIDE DAMPER AND DIFFUSER AS SHOWN. TIE INTO EXISTING DUCTWORK WITH NEW DUCTWORK AND ROUTE AS INDICATED. INSTALL. RELOCATION OR NEW DIE FUSERS IN LOCATION SHOWN. RELOCATE 1'STAT TO LOCATION INDICATED. l REINSTALL EXISTING EXHAUST FAN IN LOCATED INDIC- ATED. MODIFY DUCTWORK AS REQUIRED. . ... _ . .,,,„.. el 4 r joi . A x r Ali 8, 4:9,1: PROVE' ri 41.0 _.4. a 3,701,..,..■ . ,...,. .4„!..,...;,,,,......„. 1-,,,,, taryorprr 4; 7r Rif, ,ff . A P,1 e rbltg 8 IL it ,,,,,,,,„ NG IVi ION DRAWN BY ACCEPTABILITY W.R. TNIS CESICN AND /OR CHECKED SPECIFICATION IS APPROVED Q.C. DATE SUBTITLE —� 03,30.94 APPROVED BY DEPT. I DATE ENGR. Q.c. CHECKED O. W. APPROVED L.S. 03.30.94 03.30 96 03.3u_94 03.30 94 APPROVED Ti TLE - EDON WILSON & AS OCIATIES CONSULTING ENGINEERS PI-10,, t*: (206) 728 -8195 -777:k LAST REVISION K E1 PLAN scAO: = NONE 5) ITVAC PLAN M ECH A BLDG. 14 -- 06.1 ALL c_ :;J:.yyyyV Fa, F at -z+ 411 1 i1111111I1I111 1 i 10 11 uw..0tRuw, 12. LL 9t Si ht el Zi tt QI, 6 8 Lj 9G v E t WW U It I I�� i.�ll(Iillii } II111, Iljll11li1111T! 11,11 laf!IIlIII1iIi�il! {ai( �!['IIIII! {Iil I1ll �Ifill[i{ ii!! �Il il�lll ll;l it��IIIIII11�1! IIIIfII�IIiIIILIIIIIi llilll�Illli V1ASTE SHEET 1"x110 " 504793 -- 002 DWG NO. N.E3.F. - INV NG C MERC 5c144-00S� LOCATION MAP PUGET SOUND REGION r IMP D 1 r GR UP NORTH BOEING FIELD 7755 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 88108 VICINITY MAP FROM DOWNTOWN SEATTLE op 7 -127 eerier 900 EXIT 157 99 EAST MAMMAL WAY COnPORATE PARK FROM SEATTLE- TACOMA AIRPORT 599 TUKWILA NORTH BOEING FIELD FROM KENT & AUBURN NO SCALE AREA MAP 14 -01 BLDG ADDRESS: 8620 E. MARGINAL WAY S. PROJECT SEATTLE, WA. LOCATION L_ J L. J - MOLL . * 7: itt, l toy `5, 4 A Trost of land situated in Slattern 33, Township 14 Werth, Range 4 fast, W. M., In King County, Wsshingten, described a1 follows: CsT214M1ng eta point on the fit wife 0 fast Marginal War,' slid nolnt being North !3.41'0" Wet • distaste of 3)1.14 feet alone said 1.1ari 0 r ,the Intersection •f the ;Nth l l nne� • /Mary Van AI //l t Deaths Land Cl.im N•. 0 with tM fast margin pf said fart Me :final YsY 01 Hart• by a arms nt en the *et bsndgy 0 peeing flild said Point /ll• pglag point of lntersictlMM of Raid Easterly margin w1 VI the abort IM 0 tile Ouwasl sh river' at established by Ceanrslhi Wtarwsy HOMO Net li !kliegs outlaying North 11•41'03" Nest along said tut orgies 1 distance of 101.11 feet to the true point 0 beginning{ thienae•MNorth 144911•'/7" tint at right angles to said taster» earyla, a them• N•rth141 p•41r3� West parallel u said Nst•rl es , a distance 0 10 feet to the N44�r�thw•sterly 11M 0 Persil 1 of a Tr •f guy H!!PIIU to frida y, PR., by deed recorded uMer Miters iii • Ns. Ith U9111111t 7"a Nest a distaste of 141 feet to an ldtersestten thhse a south l'07.1[est sloilop saidn['surrly asrgln, a N /Race of xN feet to the true polo% of beginning. , • ewe,/ s- • 1 „o rX -ro 00494 O —00 /! or . 1r 1 /ice o G B/dl►. • 14 -01 14 -11 7 -143 II 1 11 I1•i II11IIlII1arfI 14 -06 BUILDING LOCATION NO SCALE CODE REFERENCES CODE SUMMARY OCCUPANCY GROUP CONSTRUCPUN TYPE FLOOR AREA'(ACTUAL) STORIES: OCCUPANT LOAD. FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED '_ :U•, all 1 1 undererand ItMMtoAuNTheeo app rows .ub_N_ lon111etMoaM••Mt2aendappowl atone: den net swoherke she uloletIon of adopted code a efdlltMs Mouipt of butte copy of ..JLJSellone 1 DAR YJam.... 1 IMO, Permit No, eL` • • :e: 1 age "Al[ SOE //VQ FACILITIES DEPARTMENT 19,D UBC KING COUNTY/TUKIMLA WASHINGTON STATE ENERGY CODE V E 0 WASHINGTON STATE BARRIER FEE CODE Cp P P R ADDITIONS PER CITY OF TUKWILA 8 2 OFFICE V -N, NON- SPRINKLERED h;,114 1) BUILDING FOOTPRINT 1 7,301 4ry 1U PROJECT AREA VARIOUS LOCATIONS, 1ST k 2ND FLOORS A P P R 01 E D 2 M 2 el 140 CHANGE NOT SPRINKLERED 3 3 NO CHANGES oormgr IMIILA MAR 4 1994 nom a se as a :U1 DINC+DNI r Mere Ilining Nan oato Nam Cana. aka Ona A.YM NM sfls7 Means a»>~ eSSIw QNrON NY *MAD DAR FM 1 IMO, w age "Al[ SOE //VQ FACILITIES DEPARTMENT 98002 98201 98031 97220 98055 98124 ue'% wafi"a ' • OAR MAIN BY OAR acM • AUBURN, WA. — ❑ EVERETT, WA. ❑KENT, WA. ❑ PORTLAND, OR. ❑ RENTON, WA. • SEATTLE, WA. mom —' ,010"' `fill AMMO IN w. A A,° Cover steer- /V-06 ark N.B.F MOT MINN t Seat Al OA* AO NO, boo 1 4-06—A1 (1) • • • • • 5q'eoza • 0 [la a CEO MECH. ROOM 0 orn 0/ 1UUVYKA MAR 41994 Pamir on APPROVED 2 2 1994 AS N� Rut DING DIVISION EXISTING n"'' 504793 nu11'P. A. JOAAANSIAO 111 11N1111111• 14 -06.1 IMP I/1. 1'•1• 1111. 1' r°`111"' K. F. TARDY 1auu1 11. 111tItittt1 . N. MINTERS '11t. 02/11/94 IME SWCINNERCIAI AISPLAIE CONPAI1 N.1.F. FACILITIES PLAIT LAYOUT L14- 06.1-7PJ- RENOTE-t SHEET 1 NI S PAU`A Au fik I©©©©©© DESK IDESK FRIti 61611 161 6111130 • a • V3IeotYa 11t s a CMOVIUKW APPR°" -° 27194 RECEIVED CITY cF TUKWIU MAR 41994 flMut CENTER PROPOSED J6 "'' S04793 P. JORAANSTAO 161 11N/11NI1' 14-06.1 110••1•.6• 1111. 1' K. TARDY 1111111/ 11. INIIII/61,5• M. MINTERS 1110' 02 -18-94 THE ininCORNERCIAL AIRPLANE COMPANY N.I.F. FACILITIES PLANT LAYOUT 114 06.1-TPJ-RET -3 SHEET 1 DESK IDESK FRIti 61611 161 6111130 • a • V3IeotYa 11t s a CMOVIUKW APPR°" -° 27194 RECEIVED CITY cF TUKWIU MAR 41994 flMut CENTER PROPOSED J6 "'' S04793 P. JORAANSTAO 161 11N/11NI1' 14-06.1 110••1•.6• 1111. 1' K. TARDY 1111111/ 11. INIIII/61,5• M. MINTERS 1110' 02 -18-94 THE ininCORNERCIAL AIRPLANE COMPANY N.I.F. FACILITIES PLANT LAYOUT 114 06.1-TPJ-RET -3 SHEET 1 INSiRLLRTIONS ENGINEERING= PROVIDE DESIGN TO ACCOMPLISH THE FOLLOWING= ARCH. /STRUCT. (PROVIDE 4 INSTALL) t INSTALL FIRST AID KITS SEAL OPENINGS LEFT BY DOOR /WINDOW REMOVAL PER APPLICABLE CODES. STANDARD 3' X 7' FRAMED 0001 PITH STANDARD HARDWARE. 13/4' X 3' X 7' DOOR A HARDWARE SOLID CORE 20 MINUTE MINIMUM RATIOS. PROVIDE RAMP FROM DOORWAY THAT MEETS APPLICABLE CODE REQUIREMENTS SUPPORT FOR (2) 6' PROJECTION SCREENS. 75 LF OF CEILINC DENOUNTAILE PARTITIONING. 10 LF OF COUNTER TOP TO SUPPORT A SINK. AND NOUSE LOCKABLE DRAWERS. ROOD TYPE, FINISH, AND CONFICURATION TBD. MICROWAVE STAND TO STACK (2) MICROWAVES. TACKABLE WALL APPROX 150 LF. 57 LF OF SHOP FENCE YITN (2) SLIDINC 3' DOORS INSTALL 12'V X 1'H ROLL UP DOOR Cara? / NON STATIC VINYL FLOOR COVERING VIER COVE BASE TRIM. COLORS' TID CARPET FLOOR COVERING VITN COVE SASE TRIM. COLORS' TBD. ASPHALT LIFT WITH SMOOTH SURFACE REPAIR EXIT DOOR AS REQUIRED. SECURE A LOCK DOOR (NOT AN EXIST). REPAIR /REFURBISH EXISTINC ROLL UP AS REQUIRED. ll PROVIDE INSULATION TO THE STORACE /RECEIVINC AREA. ( �J 20. WHITE IOARDS TO BE SUPPLIED BY IOEINC A INSTALLED BY CONTRACTOR. LOCATIONS TBD ON FORTHCOMINC LAYOUT. 21. FIRE EXTINGUISHER /SICNACE AS SHOWN ON SEPARATE LAYOUT BY F.D. 22. PAINT FASCIA BOARD ON BUILDING EXTERIOR. 23. PATCH A PAINT ENTIRE FIRST FLOOR A DATA CLOSET AREA ON SECOND FLOOR. 24. FILL AND SEAL SLOT IN CONCRETE AT COLUMN E -1. 25. REPAIR AND /OR REROOF AS REQUIRED. NOTE' ROOF CONNECTION AT COLUMN E-2. bciiisoosa ELECTRICAL (PROVIDE 6 INSTALL)! ( 0 120V ISA DUPLEX NALL OUTLET. 120V ISA 4-PLEX OUTLET $*t 1201 15A 4 -PLEX OUTLET WITH DIDECATED POWER. D 'REWIRE FOR AND CONNECT AFTER INSTALLATION OF SYSTEMS FURNITURE TELE-POWER. THIS HENS PROVIDED 1Y BOEING. PROVIDE (3) SINGLE PHASE CIRCUITS. (2) NEUTRAL CONDUCTORS, GROUND. AND ISOLATED GROUND CONDUCTOR FOR EVERY EIGHT WORKSTATIONS. GROUND CONDUCTORS NAY OE SHARED. At PROVIDE DUPLEX FLUSH MOUNTED TO FLOOR' INCLUDE (2) DATA OUTLETS. •1 120V. 20A, SINGLE POWER AT LEAST 6' 6' ABOVE FINISHED FLOOR. $I TWO SEPARTE LIGHTING ZONES FOR NEW CONFERENCE ROOM. $ STANDARD OVERHEAD LICHTINC CONTROL SWITCH • TELEPHONE CONDUIT, J-IOX, VITH PULLNIRE. PROVIDE TRACK LICHTINC TO COYER 2/3 OF WALL COVERING. PROVIDE POWER FOR CAS RATER NEATER. PROVIDE (2) 120Y. 20 AMP CIRCUITS TO SUPPORT INSTALLATION OF FILESERVERS. DETAILS SHALL BE PROVIDED AT A LATER DATE. PROVIDE 240 VOLT POWER FOR BATTERY RECHARCER FOR PALLET JACK. PROVIDE 120V, 20 AMP 4 -PLEX POWER RECEPTACLE TO SUPPORT DCS. DETAILS TO BE PROVIDED AT A LATER DATE. ADEQUATE LICHTINC SUSPENDED FROM THE EXPOSED CEILINC TO MEET IOEINC FOOT CANDLE STANDARDS FOR SHOP AREAS. LOCATION ADT DETECTION AND FOCUS PANELS. PROVIDE 120 V 20 AMP DEDICATED DUPLEX 11' AFF FOR FRIDCE. PROVIDE 120V 20 AMP DEDICATED DUPLEX 4.5' AFF FOR COFFEEMAKER. PROVIDE 120 V 20 AMP DEDICATED DUPLEX 4.5' AFF FOR MICROWAVES (2). PROVIDE 120 V 20 AMP DUPLEX TO SUPPORT BADGE ENTRY DISTRIBUTION PANEL. 9. DESIGN FOR THE INSTALLATION OF A FIRE ALARM SYSTEM. 10. ADEQUATE LICHTINC TO SUPPORT NEV OFFICE AREA CONFICURATION. 11. DESICN FOR THE INSTALLATION OF A SECURITY BADGE ENTRY SYSTEM. 12. PROVIDE LIGHTED EXIT SICNS AS REQUIRED 13. INSTALL BATTERY ACTIVATED ECCRESS LICHTINC SYSTEM AS REOUIRED. 14. INSTALL EQUIP. RACKS, CABLE TRAY, FLOOR PENETRATIONS, A POWER TO SUPPORT DATA CLOSET INSTALLATION ON 2ND FLOOR. DETAILED LAYOUT PROVIDED AT 452 DESICN. $ECHIILCIL 'PROVIDE 1 INSTALL) j El DRINKING FOUNTAINS PER UIC STANDARDS. ® 10 PSI PLANT AIR DUPLEX All DROP 4' FROM THE TOP OF WORK SURFACE. y 00/01 RELOCATE OAS NOT WATER NEATER (EXISTING). [" PROVIDE HOT A 7 COLD WATER AND DRAIN FOR FLOOR SINK. STANDARD IREAK AREA SINK VITH A DRAIN. HARDWARE. NOT. AND COLD RATER. PROVIDE PLUN11NC FOR COLD RATER FOR PUN- OMATIC COFFEE MAKER jbt.) PROVIDE PLUMDINC FOR COLD WATER KENMORE REFER PITH ICE MAKER. PROVIDE ADA ACCESSIBLE TIOLET A RELATED HARDWARE. PROVIDE HEAT TO ENTIRE STORACE/RECEIVINC AREA. 9. CLEAN /REPLACE DIFFUSERS AND DUCTINC AS REOUIRED. 10. COOL /VENT DATA CLOSET ROOM ON 2ND FLOOR* DETAILS TO BE PROVIDED AT 45X DESIGN. GENERAL NOTES: 1. CUSTOMER RESPONSIBLE FOR SUBMITTING R.F.E.'S TO ICS TO MOVE PC'S AND EQUIPMENT. 2. CUSTOMER RESPONSIBLE 10 REQUEST LOCK CYLINDERS AND KEYS FROM LOCK A KEY. 3. CUSTOMER RESPONSIBLE TO COORDINATE PHONES WITH ITN. 4. REV CARPET TO OE PROVIDED INSTALLED BY CARPET MASTERS 5. 1101 TO INSTALL SYSTEMS FURNITURE STATIONS WITH ELECTRICIAL SUPPORT FROM CONSTRUCTION CONTRACTOR. 6. WINDOW COVERINCS TO BE PROVIDED 6 INSTALLED BY BOEING. 7. ADT WILL PROVIDE INSTALL FIRE PROTECTION SYSTEM AS REQUIRED (SEPARATE PERMIT). 1. INSTALLATION OF SECURITY BADCE READER SYSTEM PILL BE ACCOMPLISHED VIA A VENDOR 1. CUSTOMER RESPONSIBLE TO COORDINATE ORDERING FIRST AID KITS. CITY OF jU V E D AP PRO 2 11911 NEC CITY OR IUK TUKWI A MAR 41994 MONT Me N ONI9014 Mlle FINAL LAYOUT - REV 3 ' "" 50119) nt a "nmu, "BP P. JORAANSTAD 1 4- 0 6. 1 tq•rt•••• 1111• t ' " " " "' K. TARDY t•1vu. 11. t "tltlt "'S. M. MINTERS " "' 02-11-94 THE COMMERCIAL *INFLAME COMPANY 1.1•F. FACILITIE* PLANT LAYOUT 114- 06.1 -1PJ -REV -3 SHEET 2 3 FM (K) (J) (H) (G) ( F ) D) 160 CFM 8"0 24 -P UN (CI ( A ) H ERWISE NO1 ED ' -� 11" GdrIII!ilIlFI iriitiriiirniii ' ra.. ■■ mill ■■ ► ■■I ■11'.�■u IM/\ ■.■ r l. ,.I 11 G �l ■ ■ ■■M�■ ■ ii j`'� ma y.; 11■ ,an Iniliallilluntiningeirlsr ■■ ss,3_ta, - = =• 1-= =r ■ ■1 m ��! - _ -.. -- - -- �••• AWAVREAAVELERUM II ■ iiii Pa ��■■■■H ..r ��aS'���1 I' •- ■■� - -r- .�-�- . __ 11■h111 r!1 ■II fi11��1�1I■1D 21 �IIIA� Irl1.. ■11 m� i mnim is _, ■!�-_E ■■1�.=1..►1 ►_�1 ■r' -1I■ 11122111/4011-11111 •►_, :7/. x.1.1 = =I •S..,.! LL'Zsi1■ ■1 aIS t S 111'"flI ■►a Q!!!!ZZ31iiiKw11w -. 1:12 /14 ! 1 /JIU i_I1ILLaf■_1_Ili___ °'Jo:i■ .�►,(� , --- ...�aTff■f■111111f■l1L ;- r .A .... �►►�:�11 c" ■1111 !' "I 11at ais I II IIAI'IIr7"' ■I 111 :11 "' ■1 ■11tt1L is /IL'�� 2i \I &E!� ithit 11111) rikialI,�a�/ /11aw _'■ ■ty�''1 I■ ■ 1i1'`:' /I ■1t1ily =a ilm einm n3 D amiss ■ ■o r! . a ■►_: "J!no n1 n �_,a'iaci� ILLICraild111110"41P36111111 111111114411a1 hrp ■■irrl /pj !!I11i!JI ■•11■ ■■ MOP 1, SW- NI Mk di i r ='. ■ I f�► .�'■t�n11 :la m 11 ►vl■�iz�l�l.�i �� i -_ r;a s$ MI 250 CFM EF1F2A 65 C 11Y11 12 SMG MANGER WIRE t4.11.1. die �- CALV. SHUT METAL L4 m1►. GM.v. • 1" ACIUSTICAL FIBERGLASS LINEN 2 50 CFM 8 "0 250 M AIR FLON --r €F1C3A_ EFIC38 J 1 fLD ' 11' CONT. ON SHT. RFM 1 O UH1B3A U.L. EEASSIFl(D'..% UP. VEILING TILE / • R.A. GRILLE HOOD DETAIL data' TypCCAk. DETAIL SS R44- GRILLE 4' Dug Ili Ru "Li . IP S tl IS A rrG LUIIII u WA E REcTO L 2t orrr la N !con As "tart of a. A GRILL f � P 1111 IN cEiwiJ4t N:� Can$oST R axk a S� PROVIDE c • A. SIZ E AS r •A, GRIM. O El•IIN � P� Fig • E P EFRE4A 1 f ••••• I11/ AIIRC4A I )� Bq4. W%3 6 AS BUILT ~YID OAR s+r UH1B3A INSTALL SMOKE DEIECFOR IN RETURN AIR DUCT AT UNIT PER MANUFACTURERS INSTALLATION INSTRUCTIONS. INSIALL I'SIAF 5' - -O" A.F.F. IN LOCATION INDICATED. aSE.0 ?ErAIL w FIRST FLOOR PLAN INSTALL 24X6 DOOR GRILLES WHERE INDICATED BY SYMBOL. TIE INTO EXISTING 10"O DUCT WITH NEW 10 "0 TEE, DAMPERS AND DIFFUSERS AS SHOWN. TIE INTO EXISTING 8 "0 DUCT WITH NEW 8 "0 1EL, DAM• PERS AND DIFFUSERS. INSTALL 6 "0 STACK ON HEATER AND ROUTE UP 1 HROUGH ROOF. SEE DWG. 14.06 -1A01 ROOF PENTRAFION. © TIE INTO NEW AHU SUPPLY OUTLET AND ROUTE DUCTWORK AS SHOWN. INSTALL DRUM LOUVERS IN LOCATIONS INDIC- ATED. BOTTOM OF DUCT SHALL BE 11' -0" A.F.F. AMMO OAR 6 BLDG. MODIFICATION Jj504793 Q.C. Q.C. ,2.28.9• 3.30.9• AdrareAfar FACILITIES DEPAR TMEN 1 D AUBURN, WA. 98002 DEVERETT, WA. 98201 DKENT, WA. 98031 ['PORTLAND, OR. 97220 D REN TON, WA. 98055 (SEATTLE, WA. 98124 ( 2 ) (3) (4) LEGEND: (SEE SHT. M1) SPECIFICATIQNS: 1, IHERMOSTAT - PIjOGRAMABLE 24V. TRANE MODEL NO. BAYSENSOO84 2. DUCTWORK - COI PTRUCT TEES, BENDS AND ELBOWS WITH RA US OF NOT LESS THAN 1 1/2 TIMES WIDTH OF CT ON CENTERLINE. TRANSITIONS SHAL • NOT EXCEED 15 DEGREES DIVERGENCE AND 0 DEGREES CONVERGENCE. UP TO 8"0 (28 G ), 9 "0 -20 0 (24 GA) FABRICAT CONTINUOUS WELD AROUND DUCT FITTING 2 GES HEAVIER THAN DUCT AS INDICATED IN ACNA STANDARDS. JOINTS MINIMUM 4 -INCH ;EMENTED SLIP JOINT, BRAZED OR ELECTRIC WEL . PRIME COAT WELDED JOINTS. NONCOMBUSTIBLE ; R CONFORMING TO REQUIREMENTS F CLASS 1 AIR DUCT MATERIALS, OR UL 181. MANI ACTURER — UNITED MCGILL OR APPROVED. y 3. DAMPERS - MANI L VOLUME DAMPERS SHALL BE LOCKING QUA ANT REGULATED. SINGLE BLADE. PRIMED At COATED GALVANIZED. 4. FLE15IBLE DUCT - '.THERMAFLEX M -KE, OR APPROVED, AIR DI T U.L. LISTED STANDARD 181 CLASS 1 COMPLII�O WITH NEPA STD. 90A AND 908. iiiii7 5. SUPPLY DIFFUSERSI - KRUEGER MODEL NO. 6404, FRAME 23,1PHITE ENAMEL FINISH, PERFORATED FACE( ROUND NECK. 6. RETURN GRILLES SHALL BE 1/2"X1/2" EGGCRATE. DOOR LOUVERS - AIR LOUVERS INC. MOD. NO. 600. DRUM LOVERS - KRUEGER MOD. NO. DPL -12 SIZE 12 /30 OR APPROVED EQUAL. 9. SMOKE DETECTOR r ROBERTSHAW M0D. NO. 2650 -150 OR AFOROVED EQUAL. GENERAL NOTES: 1. PROVIDE MANUAL ,VOLUME DAMPERS AT ALL DIFFUSER BRANCI IFS AND WHERE INICATETD ON DRAWING. t • 2. BALANCE NEW AIy) EXISTING DIFFUSERS TO CFM'S INDICATED ON DR WING. OBTAIN THE SERVICE OF A NEBB CER1 IED TEST AND BALANCE ENGINEER WITH 3.; EARS EXPERIENCE. ADJUST AIR HANDLING AN DISTRIBUTION SYSTEM TO PROVIDE ± 10X ESIGN SUPPLY AND RETURN AIR QUAI ITIES. MEASURE AND RECORD HVAC OPERATING ONDITIONS. VARY TOTAL SYSTEM AIR QUANTITIES B ADUSTMENT OF FAN SPEEDS THRU RESHEAVIN(. PROVIDE BALANCE REPORT. 3. SEE DRAWING N0, 14- 06 -1A01 FOR EXACT LOCATIONS OF DII (USERS. MI Corr dad W sat- M 91le d direal s Seams est lea Ili SI am of et ■ OW MMMStSdass% q/yd Sad SSS D (5) (D) (C) (8) (A) Pawl Ns CONSTRUCTION NOTES: TIE INTO EXISTING 12X12 DUCT WITH NEW 8" DUCT IN LOCATION INDICATED. PROVIDE DAMPER AND DIFFUSER AS SHOWN. 2 TIE INTO EXISTING DUCTWORK WITH NEW DUCTWORK AND ROUTE AS INDICATED. INSTALL RELOCATION OR NEW DIF- FUSERS IN LOCATION SHOWN. RELOCATE 1'STAT TO LOCATION INDICATED. REINSTALL EXISTING EXHAUST FAN IN LOCATED INDIC- ATED. MODIFY DUCTWORK AS REQUIRED. AM.'CE�P TY r t1QAR I ■ oKo AMOK, w.. DAR ■M.M w am Anvil94 03.3G. i4 03.30L 03.30.94 03.30.94 •*1%t • N1►Yo� 17 1994 /mow► Geer 4' I-IVAC PLAN ppM itteON i , . CONl1111'N10 [NGmun PHO :(2011 725 -111M MECHANICAL MASTER BLDG. 14 -06.1 ALL N. BY. 11w N..