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HomeMy WebLinkAboutPermit D97-0276 - BOEING #21-01 - 4 DATA ROOMSCity of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 102304 -9069 Address: 3417 S 120 PL Suite No: Location: Category: ACOM Type: DEVPERM Zoning: MIC /L. Const Type: V 1 HR Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Permit Center Authorized Signature: Signature:___ Print Name: .0 South: .0 Sewer..: VAL.: VUE Slopes: Y :. WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. I. DEVELOPMENT PERMIT Start Time: Cut Permit No: Status:' • Issued: Expires: Streams: End Time: Public: (206) 431-3670 • • • .D97 -0276 ISSUED 09/12/1997 03/11/1998 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 Contractor License No:. BOEINC*294ML OCCUPANT BOEING #21-01 3417. S 120 PL, SEATTLE, WA 98124 OWNER THE BOEING COMPANY. PO BOX_, 3707 M/S 1F -09, SEATTLE WA CONTRACTOR BOEING COMPANY P.O.. BOX 3707, M/S IF -09, SEATTLE, WA 98124 CONTACT GARY. TALLER Phone: .206.544 -2975 P.O BOX 3707, M/S 46-87, SEATTLE, WA 98124 ******************************k k• k********************** k *** ** *k* ** * ** * **k•k * ***kk* Permit Description: CONSTRUCT FOUR DATA ROOMS. k********************* k****************• k******* Ir****** * * * * * * * * ** * * * * **k * * * * ** * *k*k ** Construction Valuation: $ 50 ,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) Eng:::Appr: Curb.Cut /Access /Sidewalk /CSS: ' Loop Hydrant:. No:. S'ize(in) Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Mo"ving'Oversized Load: Start Time: Sanitary Side Sewer: No:. Sewer Main Extension: Private: Storm Drainage: Street Use: Water Main.. Extension: Private: .Public: k****** * * * * * * * * * * * * * * * * * * * * * * * * * *•k* TOTAL DEVELOPMENT PERMIT FEES: $ 952.84 k**************************** k************* ** *k•k* * * ** * *•k ** * *k * .00 Date : q_.1.Ca lTh 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 provision of any . - -r state or local laws regulating construction or the performance of w. I am authorized to sign for and obtain this development permit. Date: I_J.2. _17 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, Address: 3417 S 120 PL Suite Tenant: Type:.DEVPERM Parcel: #: 102304 -9069 CITY OF TUKWILA Permit No D97 -0276 Status: ISSUED Applied: 08/22/1997 Issued: 09/12/1997 *'k *` **; k,' k*.' k*****.* k********• k* *** ** * * * *•k * *** ** *• ****** k * **** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila ,Building Division. 2_ . Electrical permits shall be ` obtained through the Washington r State Division of Labo: Industries 66(f :ell electrical work w i l l be inspected by that agency (248 3 All mechanical ,work shall be under" . separate permit t >- ..issued by the City of. ,, Tukwila. 4. All perms ts;, - inspection records, and approved ,plans 'shall be available at the .job site: prior to "the': start 'of any con structiuri These, documents are to be maintained and avai able until fina;l inspection - appr`o'val is granted. 5. Any new ceiling'gri d and ; Light fixture installation required to ;meet,.,�lateral', bracing requirements for Seismic Zone 6. ParO;tionwalis attached to .ceiling -grid must be laterally bra ce.ii i`f over eight ` " (8) feet in length. 7. All'; const to 'be 'done in conformance with approved ., plans and regoir i rements of the ,Uniform B u i l d i n g Code (1994 Edition) as a'mended, Uniform Mechanical Code (1994 Edition), and Washington State Ene }gu:Code :Edition). Altistructura1 welding done' by W.;A.B.O. certified welders and special inspected. CUBC: '- Sec. 306(a)5). 9. Whe'n. 'inspection is required either the owner, architect' or engineer shall notify the Tukwila Building Division of appo i ntment. of the ins "pec.t ion agencies' prior the Orsibuilding inspection. Copies of. all :special ;' inspe;C i reports 'shall be submitted :to the :Bui..lding Divis'io'n in a timely manner. Reports sha c ontain address; project name, permit: number and type of. inspection being perforrnei 10. The special' inspector shall submit. a final signed:report' stating whether the work requi'r'ing special inspection' was, to the best'of.:,the inspector's'knowledge, in conformance with approved plans and specifications. and the ,applicable workmanship provisions of the'..UBC. 11. Validity of Permit. ..'.The issuance of a.perm.it.:or approval of plans, specifications; and_'computations shall not be con- strued to be a permit for bran approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. Project Name/Tenant: 1 BOEING BLDG. u at-01 S,'� : Value of Construction 000 Site Address: Lao P i City State /Zip: Tax Parcel Number: , /0,g.3Q 34 I / 1 1 Property Owner: THE BOEING COMPANY Phone: • y o /q %124Fax Street Address: BOX 3707 MIS 46 -87 SEATTLEi/ t #: Contact Person: GARY TALLER I P P�i e �544 -2975 / Street Address: Cit�yy St to /Zip: P.O. BOX 3707 MIS 46 -87 SEATTLE, WA 9S "12�+ Fax #: 206 - -2854 Contractor: Z.00. %v�G� Phone: Street Address: J City State /Zip: Fax #: Architect: --� D, aht �, kvs "%k Phone: ,2a6-- .gs9— (',7 0 . Street Address: pp i 1 ` , G� City State /Zip: SIX \b AA) f;. F -Ve.e� - f L2A TO-01 Fax #: ,0� -a � " `��Fi Engineer: Phone: Street Address: City State /Zip: Fax #: Description 44f yyw�orkK,to be done: C© >1.54+''.c3' l-1) Oa roovy4 Existing use: ❑ Retail ❑ Restaurant ❑ Church ni Manufacturing ❑ School /College /University ❑ Multi- family ti21 Warehouse Hospital ❑ Motel /Hotel El Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ® Manufacturing ❑ School /College /University ❑ Multi - family ® Warehouse ❑ Hospital ❑ Motel /Hotel g4 Office ❑ Other Will there be a change of use? ❑ yes tq no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes fl no Existing fire protection features: 71 sprinklers 71 automatic fire alarm 1:71 none f71 other (specify) Building Square Feet: See- C04t \ AS existing I Area of Construction: (sq. ft.) ) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 154 no Attach list'of materials and stora e location on so•arate 8 1/2 X 11 •a.erindicatin• •uantities & Material Safet Data Sheets Data application accoptod: CTPF,RMIT,DOC 7/9/96 CITY Old. UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 JOH 7 75 - 7S 6 S—. Date application oxpiies: FOR STAFF USE ONLY Projsc : ' y utrit3sl' ?� ' �' Permit Ntl'm6erx'��`R'ri:.r s Ar �/ Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT, REQUEST FOR PURL•IC,WO(1KS; SITE /CIVIL'jPLAN�REVIEWOF THE,FOLLOWING.' Additional revlewa ma' te'deter Works De ailment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Cl Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp II , Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Q- sa- g by: (initials) • BUILDING OWNER OR AU H•; I AGENT: Signature: / Date: ' 22 /r7 Print name: G ARY TALLER Phone:2.06 -544 - 2975 Fax II: 206- 544 -2854 I City /State /Zip SEATTLE, WA 98124 Address ' c BOX 3707 MIS 46 -87 ALL COMMERCIAL/MULTI -FAMI TENANT IMPROVEMENT/ALTE4ITION PERMIT APPLICATIONS MUST SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED El Cl Complete Legal Description ❑ El Metro: Non - Residential Sewer Use Certification If there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). El El Floor plan: show location of tenant space with proposed use of each room labeled El El Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. El El Vicinity Map showing location of site El El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ indicate proposed construction of tenant space or addition and walls being demolished ❑ El Construction details ❑ El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. El ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ El SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit Is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". 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 i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTI'CRMIT.DOC 7/9/96 • ! � ^` ` • ` • +*****************A *+***+***+***+**+*+****/**+**++*++*^* Y� F TU| N%LA, NA ' ' TRANSMIT + *1*+*****+ ***+*+***+***+***+*+*+***+k �TRANSMITNumber: R9700631 Amount: 952.'84 08/22/97 10:33 Payment Method: CHECK Notation: BOEING Init: SLH � . Permit No D97-0276 Type: DEVyEKM DEYELVpMEn| pEK M I{ Parcel No: 102304-9069 Site Address: 3417 S 120 PL Total Fees: 952.84 This Payment 952.84 Total ALL Pmts: 952.04 Balance: .00 ******+*****a*****++++a*^++++++ +***ao++*A*4 Account Code 000/322.100 000/345.830 000/386.904 .'� \ Descriptiun BUILDING - NONRES PLAN CHECK - NONRES ` S7ATEDUILDIN8 SURCHARGE � ` Amount 574.75 373.59 4.50 • 794 08/25 1717 TOTAL 952.84 Project: a _ _ /-C-49'eA ..69/ Type of inspec i >2, Address: Date called: Special instructions: Date wanted:37 h.. 1.1) Requester: Phone No.: • • - 7C Approved per applicable codes. COMMENTS: INSPECTION RECORD I y „ Retain a copy with permit 7-CW6o INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 70 I I Corrections required prior to approval. r i : 11 11 F7 1 — Ald Inspect° Date: $42.00 REINSPECTION 7 E REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ... Project:.. 44 1"..:i‹..)1:-..t., . - y - ,- 1 - O Types of inspection: .. 1 - ! aci Z. (,U& LI ,. ;u fe _1' Address: -3 r- � 1 ,S, i •:.() 1'L Date called: 11-1n--91 Special instructions: Date wanted: J r', 11 I b - "1 t a .m P.m. Requester: � -11 t,4i2-.f,Ai Phone No.: VJ tt,e -,z)(, -q°i- ELI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes: I I Corrections required prior to approval. COMMENTS: 11 ' $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206). 431-367.0 } Projeci:.r2 ZI - 1 Type of inspectio p M \ i . G• •��! Date called. I 1 - 12` - 7 Address: 41�S'I"(1 Special instructions: Date wanted:IF a. Requester: w Phone No.: 9 c' ' 3 - 7 42. g t . tpproved per applicable codes. j I Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: (206) 431 -3670 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: .pp ) -IJa E S K) 6 �� J - O/ Type of inspection: �^ GNIU/Y Address: 391 5 ) AO PL Date called: 7 Special instructions: Date wanted: //.0 7 a.m p.m. Requester: a ze. A ut.t 1 '+ Phone No.: C4C C HI - 37 ( - ) , COMMENTS: cal. 01 @ I-I - 4 24. Lea e- D - 8 Q i.A T (4)cZ2. -0 114-. __._. q,C: .c.LA cis-L. ‘,.1% Li. pc -S U ItC4 tE W%" 1.1 ..bl, 4 A INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. r } Corrections required prior to approval. Inspector: Of 0)97 $42.00 RE!NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: PERMIT NO. (206) 431 -3670 olect:6 ite\ 7yp of ins ec ion: n 4 �Q h t' l Date 1 r called: ° c --1 —Qci • Special instructions: Date wanted: -�7 f p.m. R ester: Q • t' \ ( - -- - Phq A L , f l - a %c 30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 PERMIT NO. (206) 431 -3670 COMMENTS: U G it p 6' 1• Date: Approved per applicable codes. n Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: T Proje • . LI! _ .. e T .: of • ssect*.n: . v .■ • t 1 –* 0 X _ Da ( - a : v -1 Special instruction - - • ‘,....cz__, - - • .--- - - - -- — -f — A Dat nt ed: r) ,--) c_i 9 .... - €1) p.m. Rerifzr: • c .&&, : ),..Lx• Phone No.: L A — L A - 11 -- a. i • I I INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 wonaletitoreamosmacargi %. Project: z„) _ Type of inspection' V I Add ss: Date called: Special instructions: � :t Date wanted: WTI Requester: • S Phone No.: . / 2l e INSPECTION RECORD Retain a copy with permit IN`W % NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I I k erAA-il 04 / (. G - / `. L . sled /-, o Date: q PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 NSPECTIO FEfleClUI1 D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: FINALAPP.FRM Sprinklers: ,..5 Fire Alarm: \)-AC. Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized ignature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ,f )10KVI\f� - 0 1 Address 3A\fl S , Zola` QL .L Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 0145 Permit No. 1 - O oc1 b Suite # "*'\ \ Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 � qty 09 9p 111641 HRRRIS r V I LF'�`�`L P. 2/5 h{ A•1/4- 3 Y3flAIL. evv(- 1"14 ^Ace1 1 o C Ao 0• S(vc_2A\ . pk.( woo() / GLJ / "& AL Srun S TorzJ G£ P.00titS c vfS evoT re%)S (Ld4`.. Go^-t wiT l GL G0 "'r2n n2A CA ► . So' t 3!- .UC1G /NC / 3 � c ' t ' WU ) uAGt. .TO isTJ SA at-r", njt^VCIC lNrp w/ks ( (^ . tANCNfo/eA64. o F- poSiS, A SITS,, vcsrr To rI +c, 7.1 -01 ')..1 -0`- 6. 1.I -05 Itpui LO1'uca5 r tLi.,J SE. vU L W Tt-Ion5 of H ,2, nNCJ -1oIZ 9, w/Ng (PPV. ;2 AoLa.c)Arrc. , gur GY/'u(Vl WALL_. PAA(2-f Pzc.,.vs.Nrs (-02. co P PLC A' L oTH �2 in for I PP4.A2 GIVL ( I'Ir;r !i NV4 T 1-,t Kk,t_� Wo U1-0 NO j en LC V L.ATC To ivteet_r Coo Cr._ fzisk'^A^.irS TI ME rzo24 P"N A00 I r f o1)AL. PoS'r n^ HAS A, 24A.) 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ENDS 0 rr p( Ta C LOC" (4.A.4 Vt . PoC;Ist 4 :., ■`t ORAL. �. ';� ter: / z • EiPIREB I 13 r +TS' ^3 Is.Trw9Q I �� • co )( PO ti 7 C11 i'6"0I HuLtS "0 For' -(V ) Tg / 563 rk. �of . m S No r intI w 3 + ' T06614. b00 O& P PP2ted) c I ST S £0.utVAI.4kN u S£. (.4.0\SN4.24 o T 0 , illtA t.K4..r w4 n,0 t,.TS . Q C.4- -- p ( /KW&fr 0 EN0.002.1,97 PROJECT: ( VA_( NC, S 0 C..vVUOP^'A4NTAL- Cq-NT L-.. TITLE: H 0rJM L POST Grz.ACK.,T Aon l rl Or\j EY mi.. olio L ISTIPC 1 I 6 _ "oo N CH W o V f P. H ,R . P T'— D k 3/ 6 G N LISTING K*x 3 x '4 ),Lv r t ,xl S TI v 6 k'3 x 1543/1‘, • 6i ^kV AL SruOf fvonS , t-t'io-t p,.J4, S2j cg.r NAU-i POST r t t O€L Co(' f- PdSrS use,_ pNc ire.N.V.S e Ct. CQr Q9Cr Au_. H Z. TO fE Cj-J J Ar . 17 t 'JIU , t II CITY O F TUKWI PERMIT CENTER PROJECT NO. 1 2. '" 1 REV( E OF ::`':S 01= 32 TAM e9 9 ' 98 K RP ORDERIN G INFORMATION • TOGGLE BOLTS (CoxdiIdjrompndoupape) GSA Spec. FF43•588C,1'pe I Clus A, Style 1. V. S , ( )CH -Ic >2 CAT IqO ( TSS UC, 3.0 I P (NGq' 3 Issue 20 MECHANICAL ANCHORS Pq7 . 5i 5..•■• RECEIV CITY OF TU PERMIT CEN WILA TER ITEM CODE 131820M 78183014 78154014 DIAMETER b LENGTH 118' x r 118' z 3' 111' x 4' W :a OBI " 1 ULTIMATE TINSIflN LOAD VALUE 240 240 240 13 OX /C1N QUANTITY 100/1000 100/1000 100/1000 N CJ T r A m a . L f r` .� N LL 1 78313011 3/16' x 3' . 1/2' 430 10011000 193140M 3116' x 4' 1/2' 490 100/1000 78143014 1/4' x 3' . 5/8' 900 50/500 6.44 • 7814401A 1/4' x 4' 618' 900 60/500 7.44 7818208 118' x r 318' 240 100/1000 1,44 7916308 1ro' x 3' 318' 240 100/1000 1.72 191840R 118' x 4' 9B' 240 100/1000 2,06 TB3120R 3/16'x2' 1/2' 100/1000 2.98 783130R 3/16' x 3' 1/2' 100/1000 3.58 1133140R 3/18' x 4' 1/2' 100/1000 4.18 793150R 3/16' x 5 1/2' 10011000 4.56 793180R 3/16 6' t/ ' 100/1000 6.56 7914308 • 114' x 3' 100 50500 6.44 T131440R 114'1 4' 900 50/500 7.44 18145041 114' x 5' 100 50/500 8,40 781460R 114' x 6' 000 50/500 9.68 •—. •7856308 5/16' x 3' 7/8' 1030 25850 10.72 786640R 5/16' x 4' 7/8' 1030 25/260 12.08 785650R 5/16' x 5' 7/8' 1030 251250 13.60 785680R 5118' x 6' 7/8' 1030 25'250 15.38 T83830R 3/8' x 3' IMP 1090 251250 15,44 7838408 5 4' 1090 25/250 17.56 193860R 3/8' x 5' 1090 25/250 20.06 T11388OR 3/8'x 1090 25/250 22.48 781240R 1/2' x 4' 1 1/4' 1200 10 35.40 71312506 1/2' x 5' 1 1/4' 1200 10/100 39.40 7912808 1/2' x 8' 1 114' 1200 10/100 49.60 T81820F 1/8' x 2' 318' 240 10011000 . 1,40 T81830F 1/6' x 3' . 3/8' 240 10011000 1.68 T81840F 118' x 4' 3/6' 240 100/1000 1.95 T93130F 3/16' 0' 112' 430 100/1000 3.42 733140F 3118' x 4' 112' 430 100/1000 3.98 781430F 1/4' x 3' 518• 100 60/500 6.12 181440F 1/4' x 4' 5/8' 900 501500 7.12 32 TAM e9 9 ' 98 K RP ORDERIN G INFORMATION • TOGGLE BOLTS (CoxdiIdjrompndoupape) GSA Spec. FF43•588C,1'pe I Clus A, Style 1. V. S , ( )CH -Ic >2 CAT IqO ( TSS UC, 3.0 I P (NGq' 3 Issue 20 MECHANICAL ANCHORS Pq7 . 5i 5..•■• RECEIV CITY OF TU PERMIT CEN WILA TER 09 '98 05:25PM HARRIS Rawl Toggle Bolt OSA Spec$lcation FF•e -6680 Typo I, Class A, 91ylo1 Use In: Block, wallboard, plaster, hollow the Ue. with: No other fastener needed Made of: Steel, zinc plated (ASTM B-833) Size range: 1/8"x2 "to12"x6" • 4 head styles - round combo, flat, mushroom combo and slatted hex head • Comes with fully threaded maohlne screws • Wings only also available • Lengths to 18" • Stainless steel available Drill holt completely through wall. Insert boll through lt.m to be fastened, fold wings completely back, then push through halo until wing. against Inside well. Tighten with acrewdriver. Catalog No Muth. SHH 4023 4033 4043 4133 4147 4233 4243 4029 4038 4048 Size 118' x 2' 18' x 3' 118' x 4' 16 x 3' 3/10'x 1/4' x 3' 1/4' x 4' Drill Sid. Sid. WtJ Oox Ctn. ion 3/8' 3/8 38' 12' 1/2' 5/8' 88' 50 60 50 50 so 50 60 500 600 600 600 500 500 500 1.1/4 1.1)2 2 30 TOGGLE WINOS ONLY P.2/2 Cat. Nn. _ 4000 4020 4220 4130 4430 4540 1• 3/16' 1/4' 5/16' 3/0' 1/2' Drill Dia. Sid Brix !Ad. Ctn Wt. /100 31B' 12• 6/8' 7/8' 7/8' 1.38' 100 100 100 50 50 25 600 1000 1000 600 500 26 1 2 3 7 7 19 KING SIZE TOGGLE WING - 4' Span(2 - 12' wing clearance 4662 I 1/4' 618' ' 60 I 200 l 5-1/4 LOAD CAPACITIES FOR STANDARD TOGGLE BOLT Hollow Concrete Block (ASTM C-e0) Hole 8120 Tension Load (lbe.) Shoot Load (tbs.) 3/8" 310 270 1(2' 430 700 6/8' 830 1,890 71W 1,070 2,960 78' 1,385 3,120 1-1/4' 2,660 3,620 NOTE: The values listed above are ullimate load capacities which should be rvducod by minimum safety lector of 4 or greater to determine Me allowable working load. Refer to the seellor on aeleotton and 9 6aatton of Anchors for details. Ttf mPoreA2; 1.0 n rJ r s u 5w vo AS 7•. NOT' Pia 'w' Rawl Special Toggles L GIANT TOGGLE FIXTURE HANGER - 11" Span Use In: Tile, metal and plaster ceilings Use with: No other fastener needed Made of: Steel, zinc plated (ASTM 8-833) Size: 11" vying span • Nipple size: 3/8" x 1 -5/B - Fastens junction boxes The Rawl Giant Toggle Fixture Hanger spreads the load over 11" and Is suited for fastening junction boxes and hanging lighting fixtures. Cal. No. Size 4690 3/8• nlppie Drill Dia. Std. Roe Std. Cllr. WIJ100 1.1/8' 50 60 30 TIE -WIRE TOGGLE BOLT Use in: Tito, metal and plaster ceilings Use with: No other fastener needed Made of: Steel, zinc plated (ASTM B-833) Site: 1/4" x 4" to 114" x 5" • Designed for remodeling work • Used for suspension of acoustical ceilings • Complete with spade end (7 /32" hole), washer, and hex nut The Rawl Tie -Wire Toggle Bolt Is used for the suspen- sion of acoustical ceilings. TIE -WIRE ACOUSTICAL TOGGLE D1i ovi0 0. 4247 4257 1/4' x 4' 1 /4'x6' 5/8' 618' 100 1DD 100 9 100 12 RECEIVED CITY OF TUKWILA PERMIT CENTER • KOSNIK M. ENGINEERING BOEING BERKLEY SITE Site Backbone/Distribution Upgrade Seattle, Washington Structural Calculations rrjE 1 \• - 1SiiV ,s t�4J "` "' RECEIVED- • ,. • V , OF TUKWILA AUG 2 21997 = ° PERMIT CENTER ■ 2812 COLBY AVENUE ■r PVEREfl, WA 90201 --i. [206) 259 -6720 • [206) 259 -9261 Fax • August 12, 1997 Project No. 9762 CITY OF TUKWILA APPROVED SE•P 1 1 1997 , 11V1L1J 1= U LD1 D VISEON Ocilw ht_ .......... .1 • . tel./12v • ocit ••N /NLT.N• 11111111•11111•1111 1111•111111111111111 I fu►� w �,�000 �).. PROJECT: I`- Er ,. • F 0- 3: 7 • T • r.7 X '1.�c, C/2 • • ' G! "-• �• �UN M tN SHEET: DATE: PROJECT NO : ( 641 0 2- I-100-94z a •011111111111.11111111 IIIT•111111 •111•1111M•1111 PROJECT 1.4‘if-. ER SHEET: DATE: PROJECT NO .: - ' • ,' • • : , i •... . - '; , ; iirri 1V' ..., 7 : : : 4 : . ,.. _..... t .. •• „; , . . . , ; . . . . . • • . . . • ; . , . . , f , , t?./.1....1!..5 'A-r-e444 ..: ... .. ... L: .. TA '. : ..• . : • -. • • .. • • . .. .. . . <, . . . .. /A . . •,. r .. .. • •...,..• .,.• , : . i f . .• . — • w r , 6 .L. •;; . :.. ,,.. ; 1 • 1 ': . • it f • , . _ • •.J2- 0 4/ • '• °HI:1'17 t: " r • . • • . . 1 • . . . , . , , • . • . , . , , • • ■ • . , . , • . - • ... 1 . • . t • 0111 • . . • • • i — . - .----- i-- _ _ _ • _ • t. . . . ; - , > •;• • i • . C i • i . ; - • , -. - ■ ; 4. . . , .. i : : : 1 • ; . • • 1 . ' . . . . . . t. . . . . . ; . . - . ..., 7 . . . . . . 1 . . .. . . . . . t . ; , . . . . . . 7 : . i . , . . . . . . ? . . . . . . . . . . . . . . , . . . . . . . . . . . , . '; . .. ......_ f . . . . . . . . . .; . . • . . . . . i . . • : . . . • i ••.•vi.TI•• •T•••T•••1. u••1.•tw• PROJECT: • it it 011147, (›, T a., c.) wyn-.1.1 • 1'V. r kt _ !a ._ 10 .......... CC° ( 1k) .:.. r. ...._..:�_I.:a • r' � ._. :tit + SHEET: I DATE : +/ t'/1 I' PROJECT NO • 61 i (#,✓ I _a:71 , P64_...0 1 -pr 4A pp-14.4.6, li+ • s• , . . . . .. .. . __ , i „. ,..........."...- -:1 L. : il 4.4_.reir.kit.J.: - ...::..7.7.:• . 1Wt ; P . .kol t4.1 41' .. .... ...,,", ' . -:=.,.. '. , i.::--:-•-4---;.^.-;--L-.-.-.11..•----,--.4-.:-T-0.-H- .M .....I_P. i! . '1, .. : ' '.., -.- - ' ...'..- -..; . -...., , .-.. • eC.4 , . I • -- 71 - --- 7 i -7 —. . , . — • -; • „ . .. . • : . _ • , • • ri • • ' • • •• , • . • • " • . • , • k • •• •• • . • .• • . „ • . • ..... , . . • .4 .• • . . • " . • ^ • 1 . • 1 • . . 1 •:: • „ . % • . 1 ; ......‘f . • , • . . . . . , , •., . . , . . t . . . . . . . . . . . .• ........... .1. ...on...W. ...v....W.... .. wt.... .w.• • • . ..... , .......... .. ....... •••••■•••• .••••••••••• ••■• • ...... .• • . ■ 5 ; • ; - 5 5 , • . ; ,---• .:- ; . %. .• • . . , . . , 1 • . ; . . . . . . . . . . . . , , . , . . . . • . • . . i . . . . . . . . . . . . . . . . • . . . . 1 .. % • % . . , . . . . . . . . , . . . . , 5 . . , . : . . ; , . . . . . % . , . • t ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BU G IVISION _1 %'(r -- P WORKS IV�T C 6/ V1 NO- DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I i REVIEWERS INITIAL C:ROUTE -F Ckyrtliks C 6tnctkoy CAN PLAN REVIEW / ROUTING SLIP D97 -0276 BOEING 121 -01 NOT COMPLETE (YI � FIRE PREVENTION E PLANNING DIVISION' l] STRU�C PE MIT O� I T ■ DATE DATE NOT APPLICABLE DUE DATE 8/26/97 8/22/97 TUES /THUBS ROUTING: PLEASE ROUTE C NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DATE DATE DUE DATE 9 DUE DATE APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 (C:rditcadou of occupancy rcquizcd. ) 1% tb ' M." 4.x .'�'#�'. {wfa�- {':.� PLAN REV I H;W / ROUTING SLIP ACTIVITY NUMBER D97 -0276 DATE 8/22/97 PROJECT NAME BOEING #21 -01 DEPARTMENT: BUILDING DIVISION a FIRE PREVENTION PUBLIC WORKS REVIEWERS INITIAL STRUCTURAL zsmtqw DETERMINATION OF COMPLETENESS: (T,Th) COMPLET NOT COMPLETE [ • NOT APPLICABLE COMIviEIVTS - s(INsi a Mr) S"�'t9�/f, N Der %p- �Lb TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) / REVIEWERS INITIAL DATE 8 { 1 i APPROVALS OR CORRECTIONS: (tea days) DUE DATE APPROVED n APPROVED WI CONDITIONS/ NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERt1vfNi ATION: APPROVED ' 17 APPROVED W/ CONDITIONS DATE DATE ;{yCi@ *:s'.A rM. LX' .Pr?.swift h4hrtAWAttera4re0Mq) /0 6 4'7 PLANNING DIVISION' PERMIT COORDINATOR DUE DATE 8/26/97 9/09 DUE DATE NOT APPROVED (attach comments) 0 (C::dfiation or occupancy rcquircd. ACTIVITY NUMBER D97 -0276 PROJECT NAME BOEING #21 -01 DEPARTMENT: BUILDING DIVISION 7 PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS ' TUES /THUR.S ROUTING: PLEASE ROUTE REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 11 APPROVED W/ CONDITIONS R EVIEWERS INITIAL IcaiR!6rm:l::['`rl.i_tiv ?;'F S s%0:1UCC:...... Sr! tar* 24; trniaruVI? itv.+ VAlviel* AfWef:. m. MS:,,, ua++ n*:• miroav msrveorecoxvommtamrar »x»aski,..r.renn>monwa,•:., DATE PLAN REVTF,W / ROUTING SLIP 8/22/97 FIRE PREVENTION ■ PLANNING DIVISION El STRUCTURAL • E PERMIT COORDINATOR Q NOT COMPLETE n NOT APPLICABLE • ROUTED BY STAFF El (If routed by staff, make copy to master Cite & enter Sierra.) NO FURTHER REVIEW REQUIRED DATE ?1 7C0 q APPROVALS OR CORRECTIOt'S: (ten days) i'UEDATE 9/09/97 APPROVED n APPROVED W CONDITIONS'. NOT • ' PROVED (attach comments) DATE F DATE DUE DATE 8/26/97 DUE DATE NOT APPROVED (attach comments) Q (C ::dfiadoa of occupancy Rquir d. ) iYv :x57%i'Y A CTIVITY NUMBER D9 -0276 PROTECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE PLAN REVTRW / ROUTING SLIP L M' BOEING #21 -01 FIRE PREVENTION STRUCTURAL COMMENTS TUES /'IHTTRS ROUTING: PLEASE ROUTE V.ZiSt- M.Y.v. ;' +4;.7"i?r, PktNI M,Amr..hvotisvivart;c. — m ,ewtir^gzr.;ate:trw,, rs:,w.x•..krn ss NOT COMPLETE Li • NOT APPLICABLE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ' " DATE C ,'U 7 APPROVALS OR CORRECTIONS: (tea days) APPROVED REVIEWERS INITIAL REVIEWERS INITIAL APPROVED WI CONDITIONS CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE DATE DATE 8/22/97 PLANNING DIVISION' PERMIT COORDINATOR E DUEDATE 8/26/97 NO FURTHER REVIEW REQUIRED DUE DATE 9/09/97 NOT APPROVED (attach comments) T•IgttAerle hit}11OM.'i OOM Isnk ' idw , n. RhtA nYE1M' . ` DUE DATE NOT APPROVED (attach comments) 0 (C::cific 4on of occupancy !squired. ) c PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS R ACTIVITY NUMBER D97 -0276 BOEING 121 -01 RYJPiS' S f,' o' x !'1S4§'41Y9!S5`Y.i.'AMJfi:7lk:i TT %.'RMM?AIRYW'�1KeYAYf+MN WdY!i.!!asR.RP'i1`1i » uRa'++N.tfitnR PLAN REVTE,W / ROUTING SLIP DATE 8/22/97 FIRE PREVENTION i l PLANNING DIVISION' STRUCTURAL PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE. NOT COMPLETE COMMENTS ' ROUTED BY STAFF REVIEWER t APPROV APPROVED CORRECTION DETERMINATION: APPROVED C APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F OR CORRECTIONS: (ten days) outed by staff, make copy to master file & enter Sierra.) DATE REVIEWERS INITIAL DATE DATE DUE DATE 8/26/97 NOT APPLICABLE DUE DATE 9/09/97• APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (C:.- afieauon of occupancy requited. ) City of Tukwila Fire Department flagast 6, /99 Fire Department Review . Control # 0 6 / 7 - 0 0 - 7 ( p Re: T.I. at t30e09 Ffi (1-1° Dear Sir: .3 - 7 s lac) Pi The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all. times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable'fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. 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 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax. (206) 575 4439 . City of Tukwila Page number Fire Department Thomas P. Keefe, Fire Chief required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. 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 I, 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 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number City of Tukwila Fire Department 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submi to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. '(NFPA 72, 5- 1.3.4) 11. 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 #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$.4439 City of Tukwila Fire Department Page number 5 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 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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. John W Rants, Mayor Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax. (206) 5754439 February 10, 1997 1- 9604- DBW97024 To: Larry Allen 19 -35 Leonard Astemborski OH -13 Terry Beals 63 -04 Rick Ford 2R -71 Len Knecht 63 -04 N. Konwent 5H -26 John Murdoch 89 -14 N. Pestisme 63 -04 Lori Pitzer 2R -71 Mike Sullivan 3U -EH Gary Taller 46 -87 Rex Turner 7R -35 Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. Please contact me if you have any questions. Yki 4 D. B. Weigelt 1 -9604, 1F-09 (206) 655 -4535 Enclosure ROE 1 NL ::294ML 11 I i/ i/////f////// Ni// IiN// iiil/ i// i!/ ii/ iiI/ it ii/ i/%///// i/ yi✓ nvI/ i? �iiiVi7 vliNNV'ivV'i /iviif✓Vi/N /f /i�� / / /// iii/ ii /fi / / / / / / /i/ % / /f / / /IiI / / / / /N� �� ; /N DEPARTMENT OF LABOR AND INDUSTRIES THIS THAT THE PERSQN NAM5D HEREON IS REGISTERED AS PROVIDED BY LAW AS A ■ �i tra.� . ,` x1J � 3i� Y t?-y�•I! ' fM.� 4._-.'1.:.; .2 i"• ,i 1 � y ' ; '+n1! . to . ,� €iPhi fie. lCc....:: ► { . `bikw P( ! i 1v,:.F4_ J r4 f - i. Effic ; SE :fei QE31.24- 2x97 -` a .. - ►.:y�Y n....- .. -,.... _• ...7.. STATE OF WASHINGTON F625 -052-00013.921 , VICINITY MAP AREA MAP GENERAL NOTES DRAWING INDEX o Q FROM DOWNTOWN SEATTLE KING COUNTY AIRPORT OFFICE 1a -o1� p CENTER (FAA) 5 ,� ... BLDG. 21-01 ADDRESS: 3417 SO. 1 20TH PLACE TUKWILLA, WA. (EAST MARGINAL WAY CORPORATE PARK'\ CONSTRUCTION SET OF DOCUMENTS, ',.E IITWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BUILDING 9 -51.2 COLUMN N/1, ALTER COMPLETION OF THIS CONSTRUCTION. _ SHEET N0. DRAWING N0. SHEET TITLE REVISION N0. DATE AO 21-01-AO TITLE SHEET 08.06.97 1A01 21- 01 -1ADI EXITING PLAN A 08.06.97 1A15 21- 01 -1.A15 FLOOR PLAN A 08.06.97 A -500 Al2.126 -2A10 DATA CLOSET 3D8 FRAMING PLAN ORIG 08.01.97 A -503 Al2.126 -2A10 MISCELLANEOUS SUPPORT STRUCTURE ORIG 08.01.97 1 21-01-SK-0 1 FIRE SEAL ORIG 08.06.97 2 21- 01 -SK -02 CABLE TRAY SIGNAGE ORIG 08.06.97 900 G m rR w o� y` . , ,,,;,0, / 0 � 9 ✓� _=.2, „ \ j � "' , ' /�j / �� T 9 9� - 1 IXN :-„ E IXIT 1 158 , , 158 � oxeow [Ayr j . . G s <7 v BOEING ACCE RD ' Q V / / Q c EXIT � PROJECT SITE _ I PROJECT CHECKLIST 21 -02 21 -01 . CHECK BOX IS THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. E ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. E BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ® 1. TENANT IMPROVEMENT (STRUCTURAL): z 5 SETS OF ARCHITECTURAL DRAWINGS ®5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF TTAI.7APO DETAILS ® 5 SETS OF EH:,I :FF RING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ID 5 SETS OF CONSTRUCTION SPECIFICATIONS El 2. TENANT IMPROVEMENT (NON-STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 RD TAILS ❑ 4 SETS SETS OF OF ENERGY STANDA CALCULATIONS DE ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. MECHANICAL, 4 COMPLETE SETS. III 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. E BRIEF PROJECT NARRATIVE: PROVIDE 10' -0 x 15' -0” DATA ROOM. PROVIDE SUPPORT FOR ONE (1) ROOF TOP HVAC UNIT. LAG THREE (3) COMPUTER DATA RACKS TO FLOOR. -- -- --- – ' ` � I J ' 1 t 1 1 21 1 . I -- L 1 I 1 I _ - I -03 - 0 I N I 1\ ' N Il \ CODE SUMMARY ' t \ 1 - LAND USE CODE M-HP CODE REFERENCES 1994 U.B.C., U.F.C., U.P.C. AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING OCCUPANCY GROUP B (OFFICE) AND F -1 (FACTORY) - NO CHANGE CONSTANCY GROUP TYPE V 1HR SPRINKLER P SEPA1 TE PER0V11S O ROPERTY SEPARATION 90 FEET (3- SIDES) � pCP FLOOR LCATION AREA ON (ACTUAL) BUILDING F OOTPRINT (98,000 SF) REnU �(dIECE BUILDING HEIGHT: 26' 5 1 2' FLOOR TO PLATE CAL �r - � - � LFCT R ' STORIES: 1 ,a1NG PL {Jt�,.. OCCUPANT LOAD: NO CHANGE NG Gp PSPt FIRE PROTECTIONS FULLY AUTOMATIC, WET PIPE THROUGHOUT SEISMIC ZONE 3 CtT { TUscn o t FIRE ZONE 3 �V:LD`s' {' Q1,y1 PARKING PROVIDED 739 PARKING REQUIRED 725 t „ s o sToRASE N *aer r°444 1 !�l�hJ ^l 4 1 ` iJ �` i T ^ CITY OFETUKWILA • - - PERMIT CENTER — 21 -05 � _ I ; a W r � > %> ,. '% Mai 1 r , , 599 CORPORATE RATE MARGINAL E TUK CORPORATE PARK 99 157 — \ % FROM KENT &AUBURN Ex 57 \ 90 0 11, 1 ��� I \ �1 I I I III I 1 1 I \\ - I — ---_=- I — -- I L_ - -- — �!1 1 \ N NO SCALE EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE TACOMA AIRPORT PROJECT SITE N NO SCALE DEVELOPMENTAL CENTER 1-4,9-7_. z / — v REVISION MASTER ABER NETWORK BACKBONE (J757565 - 01 DATE GMA 8, APPROVED RUNG REVISON BUIILDDNG 21-01 MASTER F113ER NETWORK BACKBONE (4#757565-01) BOEING DEVELOPMENTAL CENTER 3417 S. 120TH PLACE TUKWILA, WASHINGTON, 98108 By DEFENS MRE FACILITIES DEPARTMENT & SPACE GROU ACCEPTABILITY MIS bES'IGN ND/OR SPEC6IMDON 5 A APPRO/ED APPROVED BY DEPT. DATE ORAWN B! EDDIE P. DUARTE CHECREP J. BURKS . M J. BURKS APPROVED APPROVED 1D, SOBBHE 12.13.91 09.13.95 09.13.95 ATE ARCHITECTURAL MASTER TITLE SHEET BUILDING 21 -01 LAST REVISION SHEET Al JOB NO. 157080 DWG NO. D.C. 21 -01 -A1 oP ONE REVISION A MASTER FIBER NETWORK BACKBONE J-757565 -01 ) 02.76 REVISION PROVED PLAN SCALE: 1"=30'-0" D> 0 NAIE FACILITIES DEPARTMENT LEGEND: 4- e- EXIT PATHWAY GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS WAS DISCOVERED WITHIN THIS BALDING. CONSTRUCTION NOTES: � A 1A10 1A11 1A13 1A14 RECEIVED KEY PLAN PRY of TUKWIIA N SCALE: NONE AUG 2 2 1997 PERMIT CENTER ACCEPTABILITY 1x5 n r AND/aR $PECIFlGTpN 5 MPROVED APPROVED BY DATE DIVAN BY M. DRiA41R CHECKED EAR. CHECKED APPROVED APPROVED DATE 'in' 04.10.93 EXITING PLAN BRE BUILDING 21 -01.1 ARCHITECTURAL MASTER COL. A —L /1 -8 D.C. (AST REVISION I RAIBOL DATE SHEET 1A01 727680 -00 OVIC NO. 21- 01 -1A01 bi- O27( Slil REVISION BY A MASTER FIBER NETWORK BACKBONE (Jff757565 -01) GMM o e. 11H5 15' -0" T —. 1 MECHANIO,N FOUIPMEM ROOM 150 SF, 1 OCC. GROUP F -1, FACTORY STORAGE FIRE HOSE CAB. F.E.C. DRINKING FOUNTAIN 18" X 18" SQ. 1 HR 2 CORRIDOR I199BI APPROVED DATE F.E.C. PLAN SCALE: 1/8 "= 1' -0" ® I! 2 LAB 1 -A I105AI 29 LAB 1 -B 1 105B I CATE 08.06.97 1A15 A200 \ o / TYP FACILITIES DEPARTMENT 1 HR CORRIDOR 1 199C I 24) 1A15 A203 ELECT 113 I 1A15 A201 DOWN DRAFT LAB 1 106 25, CORR 1 199E I SHOWER 105D I S.E.M. OFFICE/ INSTRUMENT ROOM I 107 I B.D.R. LAB I 108 I 1A15 A110 1A15IA200 22 11 LAB 1 -C 1 105C I CORR 199D I /11 11 11 12 FIRE HOSE CAB. 1A15A 00 4 F.T.I.T. CARY OFFICE/ INSTRUMENT ROOM I 110 11 F.E.C. OPTICAL PROPERTIES LAB I 1os I SURFACE MOUNT FIRE HOSE CAB. MECH 1 A 1 5A0 1 .. LEGEND: GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: 1>REMOVE EXISTING SHOP FENCING, SHOP DOOR AND HARDWARE COMPLETE AT LOCATION OF NEW DATA ROOM. SEND TO AGING. - REMOVE EXISTING METAL SHELVING UNITS COMPLETE AT LOCATION OF NEW DATA ROOM. SEND TO AGING. PROVIDE FLOOR TILE, BASE AND REDUCER STRIP TO INTERIOR OF DATA ROOM. PROVIDE WAINSCOT TO EXTERIOR OF DATA ROOM. SEE /COORDINATE WITH .SHEET A -500. p INSTALL FRAME, DOOR AND HARDWARE COMPLETE. INSTALL UNICAN LOCKSET, CLOSER, SMOKE SEAL, HINGES, BUMPER, KICKPLATE AND DOOR BOTTOM (DOOR 11H5). , > INSTALL 3/4" FIRE RETARDANT PLYWOOD ALONG ENTIRE LENGTH OF WALL. ATTACH TO EXISTING STUDS WITH #12 x 2 1/2 "L WOOD SCREWS AT 12" O.C. - - - CONSTRUCT DATA ROOM (MECHANICAL EQUIPMENT ROOM) SEE /COORDINATE WITH SHEET A -500. 7. FIRE SEAL ALL CONDUIT PENETRATIONS AT WALLS -AND CEILINGS. SEE SKETCH (21- 01- SK -01). ®PAINT ALL WALLS, CEILING, DOOR AND DOOR FRAME AT NEW DATA ROOM (INTERIOR /EXTERIOR). MATCH EXISTING. DO NOT PAINT PLYWOOD (INTERIOR). 9> FABRICATE AND INSTALL TWO (2) CAUTION SIGNS 10 "W x 7"W) AT ROOF OF DATA ROOM (SOUTH /WEST EDGE). CAUTION SIGN TO READ " NO STORAGE ALLOWED ". 1> LAG THREE (3) COMPUTER DATA RACKS TO FLOOR WITH (4) 5/8" DIAMETER x 3 3/4" LONG ANCHOR BOLTS (2 3/4" MINIMUM EMBEDMENT). SEE COORDINATE WITH ELECTRICAL DRAWINGS. 1JFABRICATE AND INSTALL TWO (2) CAUTION SIGNS (14"W x 10 "H) AT CABLE TRAY. SEE SKETCH ( 21- 01- SK -02). 1�FABRICATE /INSTALL DOOR NUMBER (11 H5) SIGNAGE. 1" x 4" GRAY SENTRA BOARD WITH WHITE VINYL I..ETTERING. MOUNT AT CENTERLINE OF DOOR FRAME (DOUBLE STICK TAPE). RECEIVED -. CITY OF TUKWILq KEY PLAN N AUG 2 2 1997 SCALE NONE P EAT CENTER ACCEPTABILFIY VMS O r PND / qt SPECIFCATN)N 5 APPROVED PPPROVED BY 0.41E CHECKED CHECKED APPROVED APPROVED wm 04.11.91 SUEMI E FLOOR PLAN URE ARCHITECTURAL MASTER BUILDING 21-01.1 COL. G.5 -L/5 -9 DOC NO. D.C. UST NEVI!ON I SHEET 1A15 OF JOB NO. 990032 21- 01 -1A15 7 SYM 10' DEEP 16 GA HS SECTION CEILING JOIST 0 16" O.C. ALIGN WITH STUDS. 3/4" CDX PLYWD W / #10x1 7/16" "REAMER TEIC SCREWS 0 6" O.C. AT EDGES & 10" o/c IN FIELD OF PANEL. 5/8" TYPE x GWB R -30 BATT INSUL. D7o L1(D 1/2" CEMENT FIBERGLASS BRD 2x6 BASE - EASE EXPOSED EDGES ANGLE FOR GWB ATTACHMENT R -19 BAIT INSUL. 5/8" TYPE X GWB OVER 6" 20 GA. SS SECTION STL STUDS 16" O.C. 18 GA TRACK WJ 1/4' DIA.x1 1/4 LONG ROUND HEAD RAWL DRIVE ANCHORS ® 32" O.C. EXIST'G. MTL STUD WALL WALL SECTION A500 AA500 SCALE: 1 " =1' -0" LEDGER TO EXIST'G. STUD DETAIL A50Q100 SCALE: 1 1 /2" =1' -0" APPROVED DATE -- RAILING WHERE SHOWN ON PLAN SEE 3/A503 2x4 CAP - EASE EXPOSED EDGES STU ANGLE 1 1/2" x1 1/2"x1/8" WHEN RAILING IS NOT SHOWN ON PLANS. 5/8" TYPE X GWB 10" DEEP CLG JOIST ATTACH ADDED 4x6 TO FRMG W/ LUS46 JOIST HANGER REVISON 8Y APPRDWD FLOOR PLAN. SCALE: 1/e = 1' - ri °'as'e-y ROOF FRA SCALE 1/4 " =1 ° =0" EXIST"G. MA STUD WALL SCALE: 1 1/2 " =1' -0" HVAC UNIT 18 ; GA, x 5 CUP - ,.. TEN` SCREWS FA. LEG 5/8" TYPE X GWB —18 N fER HEAD DRILLER TRACK 18 GA 10" DEEP TRACK TO FLANGE TYP., TOP W/ 3 - #10x1 -1/4" HEX WASHER �OIiOM HEAD "TEX" SCREWS 0 EA. EXISTING WALL STUD 350th ROOF CONDENSING :i - ic G ` JOisT TO LEDGER DETAIL CEILING PLAN 0 SCALE: 1/4 " =1' -0" V N DATA CLOSTT 3D8 ,FRAMING PLANS MIMEO T1111 SITE BACKBONE /DISTF'RUTION UPGRADE BUILDING —01 GENERAL. NOTES: 1. CEILING LIVE LOAD 5OPSF 2. CEILING PENETRATIONS ARE TO BE CENTERED BETWEEN CIEUNG JOIST. 3. LIGHT GAUGE FRAMING MEMBERS & FASTENERS ARE THOSE AS MANUFACTURED BY STEELER INC. MEMBERS & FASTENERS OF •EQUIVALENT MATERIAL & SECTION PROPERTIES MAY BE USED IN LIEU OF THOSE SPECIFIED.. , 4. ALL WOOD FRAMING TO BE DF #2. 5. 3/4" PLYWOOD TO HAVE A SPAN RATING OF 32/16. CONSTRUCTION NOTES: EXISTING METAL. STUD WALL W /GWB SHEA1 . 4Lf o DEEP TYPE HS X 18 GUAGE STEEL STUDS 0 16" o/c W/ 5/8" TYPE X GWB EA. FACE & R -19 BATT INSULATION. IG ' 3801D MECH. UNIT TO BE SUPPORTED ON CEILING FRAMING. [2:::=- 10" DEEP TYPE HS X 16 GUAGE STEEL JOIST 0 16" o /c. 3/4 PLYWOOD SHEATHING SPAN 'RATED 32/16 OVER SILEL CEILING JOIST. (OVER ENTIRE DECK). ® EXISTING CONCRETE GRADE SLAB. CEILING ACCESS LADDER SEE 4/A503. RAILING SEE 3/9503. CRY NE11%. q AUG 2 2 1997 PERMIT CENTER JO D NO. DWG. NO. Alt lAST TENSION 3 'x 3 x 3/ 1/40 :x 1 -1/2 SELF TAORtG SCREWS ® FA; JOIST; OR BLOCKING PANEL 0 16" o/c lee s • • 1/4" x 2 SELF TAPING SCREW W/ WASHER A503 1 A503 SCALE: 3/4" =1' -0" VERT. SECTION 1- 1/2x1 -1 /2"x1 /8" /41/ 1/4 1/4" x1-3/4" LAG BOLT W/ WASHER CEILING LADDER SECTION PLAN SECTION L 1-1/2"x1-1/2"x1/4".1 -1/2" 3/8" x 2 -1/2" EXPANSION BOLT W/ WASHER 2x4 TOP GUARD 3/(0 BAR ® 11 EQ. SPACES 1/4" x 1 -1/2" BAR EXIST'G B.U.R. 16 GA. JOIST 0 16" o/c BEARING ON WALL 18 GA. x 6" CLIP ANGLE W/(2) - #10 x 1/2" HEX WASHER HEAD "TEK" SCREWS EA. LEG. CLAMP RAILING DETAIL A503 A503 SCALE: 3/4 " =1' -0° - DEEP 1'6 ..aA. HS PANEL® or d WIRE JOIST DEL TO WALL "PLAT BOOT STYLE AS REO'D, FOR NO. & SIZE OF CONDUIT & OR PIPE — CLEAN ROOF & INSTALL NEW B.U.F. "PLATS COVER. STYLE AS REVD FOR NO. & SKLE OF CONDUIT/4 OR PIPE. "PLATE" PCA -1 CURB • PIPE ON CONDUIT ANGLE 3 x 2 x 3/16 EXISTING BUILT UP ROOFING EXIST. ROOF SHEATHING 1/4 "0 x 1 -1/2" SELF TAPING SCREWS 0 16" o/c TO 18 GA. TRACK. 1/4 DIA. x 1 -1/2" GALVANIZED LAG BOLT & WASHER TYP. 2" MIS. ( CONDUIT ROOF CURB A5013 A SCALE: 1 " =1' -0" ACCEPTABILITY THIS DESIGN AND dt SPEGflCATION IS APPROVED BY DRAWN CHE DEPT. DATE p 8.1.97 CAOCRED APPROVED APPROVED ( CABLE TRAY SUPPORT BRACKET 1 A503 A5 SCALE: 1 " =1 - LENGTH AS NEEDED TO ACCOMIDATE CONDUIT 18 GUAGE x 2" WIDE BENT GALVANIZED STRAP AT EA. CONDUIT O.D. OF CONDUIT 1" 1" — PRESSURE TREATED 4x4 10' - -0" o/c (TREAT CUT ENDS) EXIST. ROOF STRUCTURE 1 /8" x 1 -5/8" x 1 -5/8" PLATE 1/8' x 1" FLAT BAR -1 /4" DIA. BOLT 1 "x1 "x1/8" °1" VERTICAL MEMBER 0' SHOP FENCE TITLE SITE BACKBONE /DISTRIBUTION UPGRADE (2) - #10,x 1/2" HEX WASHER HEAD °TEIC SCREWS EA. END OF UNISTRUCT MISCELLANIEN ,'S DETAILS P1000 UNISTRUT CHANNEL CENTER ON VERTICAL MEMBER OR SHOP FENCE CLEAN ROOF UNDER CURB & ATTACH TO EXISTING B.U.R. WITH PLASTIC ROOFING CEMENT. DATE 008 E MA1NEws 8197 MISCELLANEOUS !!PPORT STRUCTURE JOB NO, DWG. D0. 757656 -01 CITY"OFETUKWILA AUG 2 2 1997 PERMIT CENTER_.. 14" . U.L. SYSTEM NO. WL1085 EMT THROUGH I - HR. OR 2 - HR. GYPSUM WALL ASSEMBLY F RATING. -1 -HR. AND 2-HR. T RATING ' 0 -HR. L RATING AT AMBIENT = LESS THAN I CBI /SO. FT. 5 L RATING AT 400 = 4 CFY /S0. FT.. FRONT VIEW SECT/ON A -A /, I / " I / 3 I f ,� I. GYPSUM WALL 2. PENETRATING A. MAXIMUM B. MAXIMUM C. MAXIMUM I, MAXIMUM E MAXIMUM 3. HILTI FS-ONE 4. MINIMUM I/2' BOARD INTERFACE. ASSEMBLY (I -HR. OR 2 -HR. FIRE - RATINGS2 -HR. SHOWN!. ITEM TO BE ONE OF THE FOLLOWING : 12' DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIERL 12' DIAMETER CAST IRON PIPE. 6' DIAMETER COPPER PIPE. 6' DIAMETER EMT. - 6' DIAMETER STEEL CONDUIT. FIRESTOP SEALANT FORCED INTO ANNULAR SPACE TO MAXIMUM EXTENT. BEAD HILTI FS-ONE FIRESTOP SEALANT AT PIPE /"GYPSUM NOTE : ANNULAR SPACE = MINIMUM 0', MAXIMUM I /4'. GENERAL NOTES: INSTALLATION STEP 1 - PREPARATION: STEP 2 - FIRESTOP SEALANT: 1/2' crown of fi sealant aft hours. INSTRUCTIONS FOR UL NO. WL1085 All surfaces must be clean, sound. dry and frost free prior to application of firestooping materials. Apply the Firestop Sealant w the depth shown on both surfaces of the wall. Apply a around the circumference where it contacts the wall. Leave completed seal undisturbed for ea - 1-800- 879-e000 LL E IER G.MI ' LL EP, 05. 06.97 FIRE SEAL BUILDING 21 -01 757565 -0T 0 1 g.) °R" "' "` 21-01-SK-02 s. ,,.. 2 (TEST96 .DWG ) 21-01 O RO SK -01 SHEET pePRO l','- APPRO..°e.. pwna.. B®E/ANG (TEST95.DWG) CITY"OFETUKWILA AUG 2 2 1997 PERMIT CENTER_.. 14" AT DO DATA HANDLING CABLE ONLY DEPTH OF CABLE NOT TO EXCEED 50% OF TRAY HEIGHT MAXIMUM - -LOAD 25 LBS./LK. NOT HANG OR WALK ON CABLE TRAY CONTACT PERSON: PHONE NO. / 1 / GENERAL NOTES: SIZE: 14" X 10" FINISH: CAUTION IN YELLOW LETTERS ON BLACK PANEL. MESSAGE !N BLACK LETTERS ON YELLOW. SIGN PER BOEING STNDS. DOC. D180- 14302 —.3, VOL. I. FIGURE 47 — CAUTION SIGNS AND TABLE _: — STANDARD PROPORTIONS FOR CAUTION TANS CABLE TRAY SIGNAGE SCALE: HALF LL E IER OA.06.9� CABLE TRAY SIGNAGE BUILDING 21 -01 B®EZAW 7 5 565 - 01 0 1 g.) °R" "' "` 21-01-SK-02 s. ,,.. 2 (TEST96 .DWG ) APPROVED app bN, y -15 r 1� APPRO..°e.. CITY"OFETUKWILA AUG 2 2 1997 PERMIT CENTER_.. VICINITY MAP PROJECT SITE t EAST MARGINAL WAY CORPORATE PARK 99 n [14 - 01� KING COUNTY AIRPORT OFFICE CENTER (FAA) FROM SEATTLE- TACOMA AIRPORT REVISION DEVELOPMENTAL CENTER L 1- �- � - 1-2,7fill MASTER FIBER NETWORK BACKBONE (4757565 -01) FROM DOWNTOWN SEATTLE GMM BY 599 TUKWILA APPROVED 900 DATE 08.06.97 BOE JE FROM KENT & AUBURN —EXIT N NO SCALE 157 900 FNS BUILDING 21-02 MASTER ABER NETWORK BACKBONE 0#757565-01) BOEING DEVELOPMENTAL CENTER 3417 S. 120TH GLACE TUKWILA, WASHINGTON 98108 AREA MAP REVISION BLDG. 21 -02 ADDRESS: 3417 SO. 120TH PLACE TUKWILLA, WA. (EAST MARGINAL WAY CORPORATE PARK) EAST MARGINAL WAY CORPORATE PARK BY APPROW DATE PROJECT SITE NO SCALE AfrAZIFACe FACILITIES DEPARTMENT NUMBER & .SPACE GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BUILDING 9 -51.2 COLUMN N /1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST CHECK BOX 0 THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. TENANT IMPROVEMENT (STRUCTURAL): 0 5 SETS OF ARCHITECTURAL DRAWINGS N 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS N 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. MECHANICAL, 4 COMPLETE SETS. ❑ 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. BRIEF PROJECT NARRATIVE: PROVIDE APPROXIMATELY FORTY (40) LINEAR FEET OF SHOP FENCE, SHOP FENCE DOOR AND HARDWARE. PROVIDE SUPPORT FOR FIFTEEN (15) LINEAR FEET OF CABLE TRAY. LAG ONE (1) COMPUTER DATA CABINET TO FLOOR. ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 ACCEPTABIU1Y THIS DESIGN lgO SPECIFlCADON IB APPROVE APPROVED BY DEPT. DA DRAWN BY G.MILLER CHECI(ED ENGR. CHECKED APPROVED APPROVED ROUJ DRAWING INDEX SHEET Na AO 1A01 1A11 1A13 1 DRAWING NO. 21 -02 -AO 21- 02 -1A01 21- 02 -1A11 21- 02 -1A13 21- 02 -SK -01 SHEET TITLE TITLE SHEET EXITING PLAN PARTIAL FLOOR PLAN REVISION NO. A PARTIAL FLOOR PLAN DATE 08.06.97 08.06.97 08.06.97 08.06.97 08.06.97 COMPUTER DATA CABINET LAGGING ORIG CODE SUMMARY /LEGAL DESCRIPTION SITE AREA (TOTAL) 1 720,100 SF (39.48 ACRES) LOCAL AUTHORITY CITY OF TUKWILA LAND USE CODE M -HP CODE REFERENCES 1994 UBC (TUKWILA) 1994 UFC (TUKWILA) ADDITIONS PER CITY OF TUKWILA OCCUPANCY GROUP S -2 - NO CHANGE CONSTRUCTION TYPE V -N - NO CHANGE FLOOR AREA (ACTUAL) 64,800 S.F, (IMPROVED AREA ONLY) BUILDING HEIGHT 29'MAX. - NO CHANGE STORIES 1 - NO CHANGE OCCUPANT LOAD 70 - NO CHANGE (ACTUAL 30) 80% WOMEN, 20% MEN FIRE PROTECTION SPRINKLERED - SEPARATIONS.(BUILDING) 2 HR. TYPICAL SEISMIC ZONE 3 FIRE ZONE 3 PARKING (TOTAL SITE) - NO CHANGE LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16' 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78' 43' 27" WEST 415.05 FEET THENCE NORTH 87' 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01' 48' 37" WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL UNE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO PEOPER7Y 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. DATE 01.03.97 SUBilTLE TLE ARCHITECTURAL MASTER TITLE SHEET BUILDING 21 -02 D.C. SHEET JOB N0. DWG NO LAST REVISION REE CIVED CITY Of TUKWKA AUG 2 2 1997 PERMIT CENTER AO SYMBOL 21 -02 -AO DATE i�EA,@�E:>CF4C �C,E...'TeT.'gc;Tp SCyi',P�S; BULK STORAGE STAGING AREA 5 g E5 g E5 g g g R g AREA OF W G g g g g g g g - g v g Fn g g � g — MEN JANITOR ACCEPTABILITY IRIS DESIGN AND/OR SPEgFlCATION IS APPROVE APPROVED BY INCOMING DOLLY STAGING AREA INCOMING DOLLY STAGING AREA EDD P Y DUARTE 03.05.91 CHECKED CHECKED APPROVED APPROVED TRANSPORTATIOII1 AISLE EXITING PLAN LEGEND: o- ® — EXIT PATHWAY GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: AREA OF WORK SHEET 1 A01 LAST REVSION SYMBOL A Der -o REVISION MASTER FIBER NETWORK BACK801E (J 757565 -01) GM BY N1 ) APPROVED , DATE 08.06.97 SYM `T' ROOF SA DOLLY ACCESS LADDER STAGING AREA B B g B el 0 REMSIO B B MRSA Erg 13 eeeeeeee 00000000 'CA OF DEEP TRANSPORTATION AISLEfRA FLOOR PLAN SCALE: 1/16 = 1' -0" BY b APPROVED DATE 0 ( S5 FACILITIES DEPARTMENT 430' -0" ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ( S6 ) ( 58 ) QA WORK AREA A N g N .,: 11,A:: +;ve ARCHITECTURAL MASTER COLA— J/1 -11 C7) BUILDING 21 -02.1 D.C. ECEIVED CITY R OF TUKWIU ADS 2 21997 PERMIT CENTER 21- 02 -1A01 SYM A B t h97-ozm 08.06.97 REVISION REVISIONS AND ISSUE FOR CONST. SMOKE AND HEAT VENT REVISIONS ISSUED FOR PERMIT & CONSTRUCTION ASBESTOS NOTE & HOSE RACK MASTER FIBER NETWORK BACKBONE (J#757565 - 01) SC SC SA SA DATE 4.19.94 4.28.94 5.4.94 5.12 94 REVISION BY APPROVED DATE FLOOR PLAN SCALE: 1/8"= FACILITIES DEPARTMENT O z LEGEND: 0 FIRE EXTINGUISHER GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL - - WASDISCOVEREDW ITHINTHISBUILDING. CONSTRUCTION NOTES: 1- REMOVE EXISTING FIRE EXTINGUISHER AND ARROW SIGNAGE COMPLETE. RELOCATE TO LOCATION SHOWN. 2�REMOVE EXISTING TAG BOARD COMPLETE. RELOCATE TO LOCATION SHOWN. REMOVE THREE (3) EXISTING BOLLARDS /RAILS AT LOCATION OF NEW DATA ROOM. ®REMOVE TWO (2) EXISTING PALLET RACK SIGNAGE AT LOCATION OF NEW DATA ROOM. RELOCATE ADJACENT TO EXISTING LOCATION. [>.INSTALL SEVEN (7) 4' -0 W x 8' -O "H SHOP FENCE AND POSTS (SOLID TOP /SOLID BOTTOM). © INSTALL THREE (3) 1' -0 "W x 8' -0 "H SHOP FENCE AND POSTS (SOLID TOP /SOLID BOTTOM). - INSTALL 3' -0 "W x 8' -0 "H ShOP FENCE DOOR INCLUDING UNICAN, SPRING HINGES, STRIKE AND STOP (SOLID TOP /SOLID BOTTOM) (DOOR 11E5). 8 LAG SHOP FENCE CORNER POSTS AND DOOR POSTS TO FLOOR WITH ( ) 33/ DIAMETER 4" MINIMUM EMBEDMENT). ANCHOR BOLTS NT) LAG OTHER SHOP FENCE POSTS TO FLOOR WITH (2) 1/2" DIAMETER x 4 1/2" ANCHOR BOLTS (3 3/4" MINIMUM EMBEDMENT). 9-LAG ONE (1) COMPUTER DATA CABINET TO FLOOR WITH TWO (2) ANGLES, FOUR (4) ANCHOR BOLTS AND SIX (6) SELF TAPPING SCREWS. SEE SKETCH (21- 02- SK -01). 10. PAINT ALL SHOP FENCE TO MATCH EXISTING. DO NOT PAINT PLYWOOD (INTERIOR). 11. FIRE SEAL ALL CONDUIT PENETRATIONS AT WALLS AND CEILINGS. SEE SKETCH (21- 01- SK -01). [ INSTALL ONE (1) SHEET OF 3/4" FIRE RETARDANT PLYWOOD TO SHOP FENCE POST. ATTACH TO SHOP FENCE POST WITH #12 x 2 "L SELF TAPPING SCREWS AT 12" O.C. 1:12>PROVIDE CABLE TRAY SUPPORT. SEE /COORDINATE WITH SHEET A -503• FABRICATE /INSTALL DOOR NUMBER (11E5) SIGNAGE. 1" x 4" GRAY SENTRA BOARD WITH WHITE VINYL LETTERING. MOUNT AT CENTERLINE OF DOOR FRAME (DOUBLE STICK TAPE). FABRICATE /INSTALL TWO (2) CAUTION SIGNS (14W x 10"H) AT CABLE TRAY. SEE SKETCH (21- 01- SK -02). A © / / /i %j7j 1A10 1 1A11 1Al2 KEY SCA&E.v NONB'uxwiLA ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE NGK. G .MILLER DRAWN BY G.MILLER CHECKED S.CRUSE DATE CHECKED S.CRUSE APPROVED G.CULTUM APPROVED S.ANSARI 04.12.94 SUBTITLE PARTIAL FLOOR PLAN TITLE BUILDING 21 -02.1 ARCHITECTURAL MASTER COL E -J/1 -6 D.C. AUG 2 2 1997 PERMIT CENTER LAST REVISON SYMBOL SHEET 1A11 JOB N0. DCA -94052 DWG NO. BE &C ENGINEERS 21- 02 -1A11 DATE OF COMP NO. 1A13 11 r co ply-kJ 60'-0" 60' -0" ' 215' -d' NS ( N6 N7 ( N8 (N9 - Q v, K co 24' -6 3/4" 26' -9" — PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD jadV0803d OdV0803d OBV08D3d 'IBV0803d OaV0803d OBVO803d PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD PEGBOARD 077411 M ) 04 ad 04x MI 040411 PEGBOARD IPEGBOARD IPEGBOARDIIPEGBOARDIPEGBOARDIPEGBOARD 1E I AI A I M 774X40 04 X 704 ad PR 174X40 3 s v) m m N UT N t v, 0 ( 174x40 ( 04 0 4Ll ad 1 174X40 04 x 401 a< PR 174 X40 04 X 401 cf, 3 V D �„ I I I I MS MS MS MS I MS1 MS IMS IMS I MS I IMS IMS IMS IMS ____11____, ..,. W SW SW I SW SW I SW SW SW S'N SW SW ! 3 MS MS IMS MS MS MS MS Md I MS IMS I M N i MS MS MS MS MS MS MS MS MS [MS IMS IMS IMS IMS IMS IMS C� �n ,W SW SW SW SW SW SW SW S SW SW SW SW SW SW SW SW S MS MS MS MS MS MS MS M� P PR 174X40 07 X 401 ad J PR 174X40 04%701 1 IPR LLl I PR (PR I! @ 174740 174040 174740 g E I 1 04x *01 I II 0*x7ui 04x40 II I I, ad R( adll S w ° INCOMING DOLLY STAGING AREA 1 TABLE 36'X96" r m 04x 401 - x 8 PR I PR .�-1. I . 1747 40 ( 174740 I I it 1 4L1� 04 X 701 M I ad, .. C, _ O dV0803d OdV0803d OBV0803d EGBOARD PEGBOARD PEGBOARD co o 04 X 401 ad ad [EGBOARDIPEGBOARDIPEGBOARD 174x40 E TAB LE I :_ — 1 IMS IMS IMS IMS IMS IMS IMS IMS oexoa wxen �.. O y m m TABLE • 1 48 °X120" DESK 0 - 30X60 24' -6 3/4" „0 —.SZ PR [r ] 11 0 TABLE 30x80 WiEMEI L =__— 174% 40 04x40 ad STO RAC v) S IMS IMS IMS MS IMS s �1S MS MS MS MS MS N L TABLE 36'X96 `- TRANSPORTATION r - - 1 I TRANSPORTATION AISLE J \ n N i AISLE LL - - - -- ...I 1A11 A500 TYPICAL 1A11 A500 SIN (MS M I SW MS M I ,N I - 2, STORAGE 9 6 1 � 96X.9£ 318V1 WI SI c N N N N V) 3 `f) m W SW I SW SIN SW SW SW SW SI N cn N g IW SW SW SW SW SW SW SIN SI v II H •.,. o — W J M N PR 174x40 174x40 04 X 401 co X 4G ad S J ad 11 11 I I I II L 1J1 PR � PR 1 174 X 40 174x40 % 401 04 7141 Rd ad STORAGE PR PR 174x40 I 174x40 04 X 4Ll 04 % 401" •'• - -- ad ad Y PR - -- PR _. � 174X40 174 % 40 s , EE V .,,, GO cn . N cn cn I INCOMING DOLLY STAGING AREA ad, ii SYM A B t h97-ozm 08.06.97 REVISION REVISIONS AND ISSUE FOR CONST. SMOKE AND HEAT VENT REVISIONS ISSUED FOR PERMIT & CONSTRUCTION ASBESTOS NOTE & HOSE RACK MASTER FIBER NETWORK BACKBONE (J#757565 - 01) SC SC SA SA DATE 4.19.94 4.28.94 5.4.94 5.12 94 REVISION BY APPROVED DATE FLOOR PLAN SCALE: 1/8"= FACILITIES DEPARTMENT O z LEGEND: 0 FIRE EXTINGUISHER GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL - - WASDISCOVEREDW ITHINTHISBUILDING. CONSTRUCTION NOTES: 1- REMOVE EXISTING FIRE EXTINGUISHER AND ARROW SIGNAGE COMPLETE. RELOCATE TO LOCATION SHOWN. 2�REMOVE EXISTING TAG BOARD COMPLETE. RELOCATE TO LOCATION SHOWN. REMOVE THREE (3) EXISTING BOLLARDS /RAILS AT LOCATION OF NEW DATA ROOM. ®REMOVE TWO (2) EXISTING PALLET RACK SIGNAGE AT LOCATION OF NEW DATA ROOM. RELOCATE ADJACENT TO EXISTING LOCATION. [>.INSTALL SEVEN (7) 4' -0 W x 8' -O "H SHOP FENCE AND POSTS (SOLID TOP /SOLID BOTTOM). © INSTALL THREE (3) 1' -0 "W x 8' -0 "H SHOP FENCE AND POSTS (SOLID TOP /SOLID BOTTOM). - INSTALL 3' -0 "W x 8' -0 "H ShOP FENCE DOOR INCLUDING UNICAN, SPRING HINGES, STRIKE AND STOP (SOLID TOP /SOLID BOTTOM) (DOOR 11E5). 8 LAG SHOP FENCE CORNER POSTS AND DOOR POSTS TO FLOOR WITH ( ) 33/ DIAMETER 4" MINIMUM EMBEDMENT). ANCHOR BOLTS NT) LAG OTHER SHOP FENCE POSTS TO FLOOR WITH (2) 1/2" DIAMETER x 4 1/2" ANCHOR BOLTS (3 3/4" MINIMUM EMBEDMENT). 9-LAG ONE (1) COMPUTER DATA CABINET TO FLOOR WITH TWO (2) ANGLES, FOUR (4) ANCHOR BOLTS AND SIX (6) SELF TAPPING SCREWS. SEE SKETCH (21- 02- SK -01). 10. PAINT ALL SHOP FENCE TO MATCH EXISTING. DO NOT PAINT PLYWOOD (INTERIOR). 11. FIRE SEAL ALL CONDUIT PENETRATIONS AT WALLS AND CEILINGS. SEE SKETCH (21- 01- SK -01). [ INSTALL ONE (1) SHEET OF 3/4" FIRE RETARDANT PLYWOOD TO SHOP FENCE POST. ATTACH TO SHOP FENCE POST WITH #12 x 2 "L SELF TAPPING SCREWS AT 12" O.C. 1:12>PROVIDE CABLE TRAY SUPPORT. SEE /COORDINATE WITH SHEET A -503• FABRICATE /INSTALL DOOR NUMBER (11E5) SIGNAGE. 1" x 4" GRAY SENTRA BOARD WITH WHITE VINYL LETTERING. MOUNT AT CENTERLINE OF DOOR FRAME (DOUBLE STICK TAPE). FABRICATE /INSTALL TWO (2) CAUTION SIGNS (14W x 10"H) AT CABLE TRAY. SEE SKETCH (21- 01- SK -02). A © / / /i %j7j 1A10 1 1A11 1Al2 KEY SCA&E.v NONB'uxwiLA ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE NGK. G .MILLER DRAWN BY G.MILLER CHECKED S.CRUSE DATE CHECKED S.CRUSE APPROVED G.CULTUM APPROVED S.ANSARI 04.12.94 SUBTITLE PARTIAL FLOOR PLAN TITLE BUILDING 21 -02.1 ARCHITECTURAL MASTER COL E -J/1 -6 D.C. AUG 2 2 1997 PERMIT CENTER LAST REVISON SYMBOL SHEET 1A11 JOB N0. DCA -94052 DWG NO. BE &C ENGINEERS 21- 02 -1A11 DATE OF COMP NO. 1A13 11 r co ,9X,b ,9X,/ ,9X, ,9X,4 318V1 318V1 318V1 318V1 TABLE TABLE TABLE TABLE 4'X8' 4'X8' 08' 4'X8' 0 A B B B B B A B B A A B A B B A S B B 60' -0" 1A13 A500 I I— ▪ I I- L - - - - - J 1A131A500 I L - -- L D97-0216 REVISION REVISIONS AND ISSUE FOR CONST. SMOKE AND HEAT VENT REVISIONS ISSUED FOR PERMIT & CONSTRUCTION ASBESTOS NOTE & MOVE SECTION CUT MASTER FIBER NETWORK BACKPONE (J #7D7565 - 01) SC SC SC SC GMM BY A A -- 91 --I A B B B X A B A A B B B B A B SA SA SA DATE 4.19.94 4.28.94 0 STORAGF SYM A A A A B B B B B E .I - 6 3I Q � x B REVISION E A B I IL F- - -- A B B B V) V) V, L7 VI VI VI A500 1A13 TYPICAL 60' -0" V1 BY APPROVED DATE El U �i El El El U U El U U ® B O El O El ® U O El U O 18 IS El U O El V) CO CO V3 VI VI DZ cn rn C4 V) ( S6 215` -0" N (n CO VI N N Cr) - m - v7 N il cn VI V) FLOOR PLAN SCALE: 1/8 "= 1' -0" ®i'A FACILITIES DEPARTMENT Ln EXISTING 2 HR SEPARATION WALL 60' -0" CO CO m OO OO Too CO I � m n w m J CO INCOMING DOLLY QA WORK AREA STAGING AREA ( S8 ) NJ ( S9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN BY CHECKED S.0 RUSE INCR. ILLER CHECKED S.CRUSE APPROVED G.CULTUM APPRO S.ANSARI DATE 09 X 0£ 35' -0" 04.12.94 OPIEF 09 X Of 09 X 0£ SUBTITLE TITLE 1L-IS I CAB I CAB I N IO PARTIAL FLOOR PLAN BUILDING 21 -02.1 ARCHITECTURAL MASTER COL E- J/6 -11 LEGEND: 0 FIRE EXTINGUISHER GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: REMOVE APPROXIMATELY 3' -0 "W x 8' -0 "H SECTION OF INSULATION COMPLETE. INSTALL ONE (1) SHEET OF 3/4" FIRE RETARDANT PLYWOOD (APPROXIMATELY 3' -0"W x 8' -0 "H). INSTALL FROM FINISHED FLOOR TO 8' -0" A.F.F. BETWEEN BADGE READER AND PHONE BOARD. -_ --- ATTACH TO CONCRETE PANEL WITH (4� 1/2" DIAMETER x 4 1/2" LONG ANCHOR BOLTS (3 MINIMUM EMBEDMENT). 3. FIRE SEAL ALL CONDUIT PENETRATIONS AT WALLS AND CEILINGS. SEE SKETCH (21- 01- SK -01). 1A10 1A11 1Al2 /1A13 D.C. KEY PLAN SCALE: NONE RECEIVED CITY OF TUKWILA AUG 2 2 1997 PE MIT CENTER LAST REVISION SHEET 1A13 JOB N0. DCA -94052 DWG NO. BE &C ENGINEERS SYMBOL 21- 02 -1A13 DATE OF 11 COMP N0. RECENED C1TYOF TUKWILq AUG 2 2 1997 PERMIT CENTER 4 COMPUTER DATA CABINET � ATTACH TO ALUMINUM ANGLE TTACH O ABINT WITH (3) #10 x 1 1/2" SELF TAPPING SCREWS ATTACH TO FLOOR WITH (2)5/8" x 3 3/4" LONG ANCHOR BOLTS (2 3/4" MINIMUM EMBEDMENT) FLOOR �� j NOTE: AT MULTIPLE IN —LINE COMPUTER DATA CABINETS ATTACH CABINET TO CABINET WITH (3) #10 x 1 1/2" SELF TAPPNG SCREWS THAN PROVIDE ANGLES AT EACH END AS DESCRIBED ABOVE COMPUTER DATA CABINET LAGGING - TYP SCALE: NONE G.MI LLER 08. COMPUTER DATA CABINET LAGGING BUILDING 21 -02 `" 757565 -01 aEOe._ zi 02-sK -01 ANNFONNO a< -- ® ®E /nY6 _ - -� SEE. "o _ 1 - (TEST97.DWG) RECENED C1TYOF TUKWILq AUG 2 2 1997 PERMIT CENTER bcn-OZ REVISION MASTER FIBER NETWORK BACKBONE (J #757565 - 01) fl APPROVED FLOOR PLAN SCALE: 1/8 ' = 1' -0" 6 NIZEZAW FACILITIES DEPARTMENT 0 ■1� ACCEPTABILITY 1X15 OM. AND /CR SPECIFICATION IS MPROrED APPROVED BY DE, DRAWN BY EDDIE P. DUARTE CNED. ENO. APPROVED APPROVED D 8E 08.04.92 COI LEGEND: FLOOR PLAN BUILDING 21 -03.1 ARCHITECTURAL MASTER COL. N- U \4.5 -8 GENERAL NOTES: 1. '.ASBESTOS NOTIFICATION: A. GOOD FAITH SURVEY OF THE. BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: REMOVE EXISTING MORTISE LOCKSET COMPLETE. SEND TO SURPLUS. INSTALL BLOCKING AS REQUIRED, COVER PLATE AND UNICAN LOCKSET COMPLETE (DOOR 11T5). 3. FIRE SEAL ALL CONDUIT PENETRATIONS AT - -- WALLS AND CEILINGS. SEE SKETCH (21- 01- SK -01). FABRICATE /INSTALL DOOR NUMBER (11T5) SIGNAGE. 1" x 4 "GRAY SENTRA BOARD WITH WHITE VINYL LETTERING. MOUNT AT CENTERLINE OF DOOR FRAME (DOUBLE STICK TAPE). 11 � 4a U l— A �1A10 _49 1A11 1A16 I 1A14 I 1Al2 1A17 1A7fb 1A13 KEY PLAN SCALE: NONE N D.C. JOB SHEET 1A15 RECEIVED CITY OF TUKWILA AUG 2 2 1997 PERMIT CENTER DATE DWG NO 21- 03 -1A15 ___ VICINITY MAP AREA MAP GENERAL NOTES �, / KING COUNTY FROM DOWNTOWN SEATTLE 'C' o AIRPORT OFFICE CENTER FAA / a m 0 (FAA) BLDG. 21-04 ADDRESS. 341 7 SO. 1 20TH PLACE TUKWILA, WA. ( EAST MARGINAL WAY CORPORATE PARK) (WAREHOUSE n B2 » Sc » F2 +> ) SEE PLAN BELOW CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS 4. RETURN THIS SAME SET TO GARY TALLER AT BUILDING 9 -51.2 COL. N /1, AFTER COMPLETION OF THIS CONSTRUCTION ,, o , N" �`00��, 0 ge o 1.'"" , eJ / #�� 99 1 . cE o ®ow s C� V 4 . cs .ov. 9, ti c TO 4y a s v � c �� 56 LO T ACCESS RD / v S �NG ' A / / Q z / r i EXIT '/ *sh. ., / 1 599 EAST MARGINAL WAY TUKWILA CORPORATE PARK 99 900 m ;EXIT 1sR a • Q t 157 \ KE NT & FROM AUBURN EXIT 900 I . PROJECT SITE _ _ _ __ ( ( -_ .., , 21 -02 21 -01 PROJECT CHECKLIST i , ' CH ECK . BOX ® THESE DRAWINGS CONFORM TO THE 1994'.U.B.C.; U.F.C., U:P.C•, AND THE WAC:51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH THE CITY OF TUKWILA ZONING. ® ROOMS LABELED PER OCCUPANCY PER „:.B.C. TABLE 10 —A. ® B UILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. N UMBER OF PRINTS REQUIRED FOR PERMIT' PACKAGE: ® 1. TENANT IMPROVEMENT STRUCTURAL ® 5 SETS OF ARCHITECTURAL DRAWINGS ® 5 SETS OF STRUCTURAL DRAWINGS ® ❑ 5 SETS OF STANDARD DETAILS 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON— STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS — - ❑ 3. TENANT IMPROVEMENTS (REVISIONS), 2 COMPLETE SETS ❑ 4. MECHANICAL, 4 COMPLETE SETS ❑ 5. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS E BRIEF PROJECT NARRATIVE 21 03 ' +� I I 21 -04 92 = , B2 I , L_ . 21 -05 ` I ; 1--_ I , I V. \ . `, N No SCALE EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE TACOMA AIRPORT PROJECT SITE N No SCALE DEVELOPMENTAL CENTER OZ7 / & PROVIDE 20' -0" x 29' -0" DATA ROOM. PROVIDE SUPPORT FOR ONE (1) ROOF TOP HVAC UNIT. LAG TEN (10) COMPUTER DATA RACKS TO FLOOR. SrM MASTER FIBER NETWORK BACKBONE (J757565 - 01) GMM DATE 08.06.97 30E sru REVISION IBUDL§OAP 29-04 ETVW BACKBONE ,#757565 01) MASTER FEIBER N BOEING DE 9725 EAST SEATTLE, DATE ®KE7W FACILITIES DEPARTMENT ACCEPTABILITY xls DESION Nro/DR SPEC 5 MPROYFD APPROVED Bf DRANN BY ECKED ENCIL CHECKED APPROVED APPROVED SONDE ARCHITECTURAL MASTER DRAWING INDEX SHEET NO. AO 1A01 1A10' A -501 DRAWING NO. 21 -04 —AO 21- 04 -1A01 21- 04 -1A10 Al2.126-2A10 SHEET TITLE TITLE SHEET EXITING PLAN FLOOR PLAN DATA CLOSET 1B1 FRAMING PLAN REVISION NO. DATE — 08.06.97 B 08.06.97 El 08.06.97 ORIG 08.01.97 CODE SUMMARY LAND USE CODE CODE REFERENCES OCCUPANCY GROUP SEISMIC ZONE FIRE ZONE PARKING PROVIDED. PARKING REQUIRED M HP 1994 UBC, KING COUNTY /TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FREE CODE ADDITIONS TO THE CITY OF TUKWILLA B (OFFICE), S -2 (STORAGE), F -1 (FACTORY) — NO CHANGE CONSTRUCTION TYPE V N SPRINKLERED THROUGHOUT AREA SEPARATION WALLS 2 HOUR + HORIZ. SEPARATION B THE ROOF (IN LIEU OF PARAPET WALL) LOCATION ON PROPERTY SEPARATIONS —(3 SIDES) B N. & S. PORTIONS AND (2 SIDES) @ CENTER PORTION OF THE BUILDING. FLOOR AREA (ACTUAL) BUILDING FOOTPRINT = 113,724 S.F. BUILDING HEIGHT: 26' -5 1/2" FLOOR TO TOP PLATE STORIES: 1 W/ 5,220sf MEZZANINE IN THE S. PORTION REMODELED AREA: 36,584 sf OCCUPANT LOAD: CHANGES FROM B -2 TO F -2: [36,584 sf /2001 — [36,584 sf /500] = (183 73) = 110 WAREHOUSE = 44,080 C. PORTION + 30,740 S. PORTION B 500 = 150 STORAGE = 1550sf B 300 = 5 MECHANICAL = 1,850sf B 300 = 7 MANUFACT = 36,584sf B 200 = 183 for the N. PORTION OFFICE = 8,092sf B 100 = 81 in the S. PORTION MEZZ. CONFERENCE= 140sf B 15 = 10 FIRE PROTECTIONS FULLY AUTOMATIC, WET PIPE THROUGHOUT SMOKE VENTS & CURTAIN BD. INSTALLED IN ENTIRE BUILDING IN 1993. 3 3 _ � RECEIVED 739 Drry DF TuI . 725 AUG 2 2 1997 °EITMIT CE s TITLE SHEET BUILDING 21 -04 D.C. SHEET JOB ND. LAST REVISIO Al 160086 -00 21 -04 —A1 fn HHHHHH HHHHHHHIA 10.25.93 08.06.97 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN BY G. MILLER CHECKED J. WALLACE MP V DOLZ REVISION A RECORD DRAWING B MASTER FIBER NETWORK BACKBONE 757565 -01) REVISION APPROVED b91 02: ®— I I FLOOR PLAN — COMPOSITE E F ( !:":1 -- 1 ( ) J 1" T I " 210' 0. SCALE: 1 "= 30' -0" Agar A F. ZIOW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98007 ❑ EVEREI I, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 10.12.92 FLOOR PLAN - COMPOSITE BUILDING 21 -04 ARCHITECTURAL MASTER COL A- K/1 -11 LEGEND: s EXIT PATHWAY GENERAL NOTES: ASBESTOS NOTIFICATION: A GOOD FAfIH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: ECEIVED CfTV R OF TUKWILA AUG 2 2 1997 PERMIT CENTER LAST REVISION. SHEET G4 BER_C ENGINEERS SYMBOL DATE OF JOB N0. COMP NO. 127017/DCA - 9 - 92045 92094 D.C. DWG NO. 21-04 -G4 294A004N GMM/10.13.93/08:16 1A10 A B A200 TABLE Li -OFE 48X100 PALLET RACK 40X126 REDSION n PALLET FACK 40X1261 RELOCATE BOX SHOP (4160086 MASTER NETWORK FIBER BACKBONE (4757565-01) (D) 1A10 A202 GMM MRM 1,5 1,51 F5 1 APPROVED DATE 6.27.97 08.06.97 11 A SYIA 1A10 A202 II REVISION L J IMO A201 9 MIE FLOOR PLAN SCALE: 1/8= 1'-0" iEFAVA FACILITIES DEPARTMENT DESK Li FE ACCEPTABILITY OESIGN AND/OR SPECIFICATION IS MPRVVED APPROVED BY 5X10 L TABLE DATE 5X MMN BY M. OMAR APPROVED APPROVED TABLE 5%10 07.O1.96 SUSITRE FE0- a a a a a Th=) FE0- ARCHITECTURAL MASTER GENERAL NOTES: LEGEND: BUILDING 21-04.1 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. FOR EQUIPMENT PADS AND MECHANICL EQUIPMENT SEE SHEETS S502 AND M510. CONSTRUCTION NOTES: > REMOVE EXISTING FIRE EXTINGUISHER AND ARROW SIGNAGE COMPLETE. RELOCATE TO LOCATION SHOWN. [:> PROVIDE FLOOR TILE, BASE AND REDUCER STRIP TO INTERIOR OF DATA ROOM. PROVIDE WAINSCOT TO EXTERIOR OF DATA ROOM. SEE/COORDINATE WITH SHEET A500 (FOR WAINSCOT ONLY). r::> INSTALL FRAME, DOOR AND HARDWARE COMPLETE. INSTALL UNICAN LOCKSET, CLOSER, SMOKE SEAL, - HINGES BUMPER, KICKPLATE AND DOOR BOTTOM --- (DOOR 1161). [2> INSTALL 3/4" FIRE RETARDANT PLYWOOD ALONG ENTIRE LENGTH OF WALL. ATTACH TO STUDS WITH #12 x 2"L SELF TAPPING SCREWS AT 12" D.C. CONSTRUCT DATA ROOM (MECHANICAL EQUIPMENT ROOM). SEE/COORDINATE WITH SHEET A-501. FLOOR PLAN . FIRE SEAL ALL CONDUIT PENETRATIONS AT WALL AND CEILING. SEE SKETCH (21-01-SK-01). > PAINT ALL WALLS, CEILING, DOOR AND DOOR FRAME AT NEW DATA ROOM (INTERIOR/EXTERIOR). MATCH EXISTING. DO NOT PAINT PLYWOOD (INTERIOR). .FABRICATE AND INSTALL FOUR (4) CAUTION SIGNS (10W x 7"H) AT ROOF OF DATA ROOM (SOUTH EDGE/EAST EDGE). CAUTION SIGN TO READ " NO ACCESS NO STORAGE". .LAG TEN (10) COMPUTER DATA RACKS TO FLOOR WITH (4) 5/8" DIAMETER x 3 3/4" LONG ANCHOR BOLTS (2 3/4" MINIMUM EMBEDMENT). SEE/COORDINATE WITH ELECTRICAL DRAWINGS. [,=. FABRICATE/INSTALL FIVE (5) CAUTION SIGNS (14"W x 10"H) AT CABLE TRAY. SEE SKETCH (21-01-SK-02). .FABRICATE/INSTALL DOOR NUMBER (1181) SIGNAGE. 1" x 4" GRAY SENTRA BOARD WITH WHITE VINYL LETTERING. MOUNT AT CENTERLINE OF DOOR FRAME (DOUBLE STICK TAPE). KEY PLAN SCALE: NONE / 1A1 0 1Al2 1A11 01) COL. A-K/1-3.5 D.C. c, RE$Ely t z . AUG 2 2 1997 PERMIT CENTER SHEE1 JOB ND '875 LAST REYDION 1A10 DWG NO. 21-04-1A10 30' -D Bl7rAlf4 dh a �Fts�i. >�O CURB @ ROOF MOUNTED CONDENSOR 1/4".1.- SCALE: 1/4 " =1'-0" 3 1 /2 425# CONDENSOR UNIT. SECURE TO CURB PER MFGRS. DIRECTIONS. SEE 2/A501 EXIST .4x10 , EXIST 4x14:: EXISTING GLB EXIST 4x10 EXIST 4x10 GEI : NOTES: ,. CE11IWo`' 1 TOAD 50PSF. 2. P NR71DNS ARE TO BE CENTERED C aNG JOIST. 3. UGNT 6, Gt :FRAMING MEMBERS & FASTENERS ARE THOSE AT MANUFACTURED BY STEELER tifiSERI & " FASTENERS OF EQUIVALENT &:SEC11ON PROPERTIES MAY BE ' USED IN `UEU OF THOSE SPECIFIED 4. ALL WOOD FRAMING TO BE DF #2. CONSTRUCTION NOTES: EXISTING CONRETE SLAB ON GRADE. 6" DE' TYPE HS X 18 GUAGE STEEL STUDS . 16' o/c W/ 5/8" TYPE X GWB EA FADE & R -19 BATT INSULATION. EXISTING TILT - UP CONCRETE WALL PANEL V>- 2x4 PRESSURE TREATED SPACER BLOCK. DATA CLOSET 1 [31 F'R Mt K' PLAN Id` ,PEEP TYPE HS X 16 GUAGE STEEL JOIST 0 IT o /c. 3/4': PLYWOOD SHEATHING SPAN RATED 3 * /10 OVER STEEL CEILING JOIST. (COVER 'ENTIRE DECK). Ci R ECE VED TV OF TUiCWIIA AUG 2 21997 it DEEP' 16 SA. HS SECTION CEILING JOIST b 16" O.C. ALIGN WITH STUDS. 3/4" CDX PLYWD W /f10x1 1/16" "REAMER TEIK SCREWS 0 6 D.C. TO ALL FRAMING 5/8" GWB R -30 — BATT INSUL. L FOR GWB ATTACHMENT R -19 BATT INSUL 5/8" TYPE X GWB OVER 6" 20 GA. SS SECTION STL STUDS 16" 0.C. EXIST STRUCT GRADE SLAB 18 GA TRACK W/ 1 /4 "DIA.x1 1/4 LONG ROUND HEAD RAWL DRIVE ANCHORS W 32" O.C. WALL SECTION A�1 SCALE: 1 " =1' -0" 1' -0" "-- EXIST'G CONCRETE 71LT UP WALL 5;/g' TYPE X GWB 2x4 PT SPACER BLOCK EXISTING B.U.R. Da - oz7& REVISION TYP. CLEAN ROOF & �I INSTALL NEW B.U,R. (I 16d GALV. TOENAILS (i FA SIDE / j I. NOTE: RUN CURBS FULL LENGTH OF MECH. EQUIP. LEAVING SHORT ENDS OF EQUIP. OPEN (NO CURB). FIELD VERIFY LOCATION. LENGTH AS PER EQUIPMENT REQUIRMENTS. A501 A501 SCALE: NONE ANGLE 5 x 3" x 1/4" AT1I TO WALL W/ 1/4" x 1 -1/2' EP. DOLTS 0 2' -0" o/c ANGLE 1 1/2 "x1 1 /2 /8" b EQUIP. LEG 1/4 "0 x 1 -1/2" GALV. LAG BOLT ® 12" o/c SET IN ROOFING MASTIC GALV. FLASHING CAP PRESSUR_ TREATED 4x6 CANT. CUT FROM P.T. 4x4 TYP. MECH. ROOF CURB DETAIL 3 1/2" CLR SDE BACKBONE /DISTRIBU'iOr.l UPGRADE BUILDING 21 - 4 VICINITY MAP 99 FROM SEATTLE — TACOMA AIRPORT MASTER FIBER NETWORK BACKBONE (J #757565 - 01) FROM DOWNTOWN SEATTLE v EAST MARGINAL WAY CORPORATE PARK -02,7co ACCESS RD 1� 599 TUKWILA DEVELOPMENTAL CENTER 0999 APPROVED 900 157 PROJECT SITE HOE EXIT DATE m _ 158 08.06.97 FROM KENT & AUBURN EXIT X57 NO SCALE 900 NG DEFENSE & SPAC REVSON WiAS AREA MAP BUILDING 21 -05 3417 SOUTH 120TH PLACE TUKWILLA, WASHINGTON (EAST MARGINAL WAY CORPORATE PARK) I ■ 21 -03 BULOMG 21 05 ER FlIBER NETWORK BACKBONE (J#757565=01) BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 121 -05 III II 21 -01 I PROVED DOTE EAST MARGINAL WAY CORPORATE PARK PROJECT SITE NO SCALE AFIZEZAW FACILITIES DEPARTMENT I� GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BUILDING 9-51.2 COL. N /1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST CHECK BOX THESE. DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. • BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ® 1. TENANT IMPROVEMENT (STRUCTURAL): ® 5 SETS OF ARCHITECTURAL DRAWINGS 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS to 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENF''L CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. TENANT IMPROVEMENT (REVISION), 2 SETS. ❑ 4. MECHANICAL, 4 COMPLETE SETS. ❑ 5. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATIVE: PROVIDE 15' -0" x 20' -0" DATA ROOM. PROVIDE SUPPORT FOR ONE (1) ROOF TOP HVAC UNIT. LAG EIGHT (8) COMPUTER DATA RACKS TO FLOOR. LAG THREE (3) COMPUTER DATA CABINETS TO FLOOR. APPROVED ACCEPTABILITY THIS DESIGN AND /DR SPECIACA ON IS APPROVED DEPT. dE SHEET DRAWING NO. NO. AO 21 -05 -A0 3A01 21- 05 -3A01 3A20 21- 05 -3A20 A -502 Al2.126 -2A10 G. MILLER CHECKED G. MILLER CHECKED APPROVED APPROVED 06.20.96 06.20.96 TITRE BRRE TITLE SHEET EXITING PLAN FLOOR PLAN ARCHITECTURAL MASTER DRAWING INDEX SHEET TITLE DATA CLOSET 3D8 FRAMING PLAN CODE SUMMARY LAND USE CODE CODE REFERENCES OCCUPANCY GROUP FLOOR AREA (ACTUAL) STORIES FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED NOTE: MECHANICAL AND M -HP (CITY OF TUKWILA) 1994 U.B.C., U,F,C., U.P.C., AND THE WAC51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING, B (OFFICE), F -1 (FACTORY) - NO CHANGE 209,446 SF BUILDING FOOTPRINT FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 3 739 725 ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. RECEIVED CITY OF TUKWILA AUG 2 21997 RUM' CENTER TITLE SHEET BUILDING 21 -05 D.C. SN .10B REVISION NO. DATE 08.06.97 A 08.06.97 A 08.06.97 ORIG 08.01.97 UST REVS 9N I SYMBOL EEf Al 147008 -00 Nro. 21 -05 -A1 D97-o REV510N A MASTER FIBER NETWORK BACKBONE (J4757565 -01) B< GMM APPROVED DATE 08.06.97 REVISIO PROVED DATE FLOOR PLAN SCALE: 1/16 " = 1' -0" BOE/AW FACILITIES DEPARTMENT ACCEPTABILITY THIS DEM AND /OR SPECIFICATION b APPRO. APPROVED BY DEPT. DRAWN BY EDDIE P. DUARTE CHECIOD CHECNED APPROVED APPROVED DATE 03.13.91 SOMME EXITING PLAN BUILDING 21 -05.3 LEGEND: 4-- EXIT PATHWAY GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: ARCHITECTURAL MASTER COL C -G/7 -9 D.C. SHEEP 3A01 JOB NO. C NO. RECENEC CETV OF TUKWILA AUG 2 2 1997 PERMIT CENTER NSi REVEION I SYI.IBOL 21- 05 -3A01 C' bq REVISION MASTER FIBER NERORK BACKBONE (4757565 -01) GMM DATE 08.06.97 S1M RE N50 BY APPROVED C9� FLOOR PLAN SCALE: 1/8 "= 1' -0" DATE ACCEPTABILITY THIS DESIGN AND/OR SPEdFlCAlION IS APPROVED APPROVED BY DEPT. DATE ° 9 InINGER DATE SOUSE MCCOY o G6MUSE TafETUM IMPTELKA TITLE FLOOR PLAN BUILDING 21 -05.3 ARCHITECTURAL MASTER COL C -E/7 -9 DC LAST REVSION ( SYMBOL DATE SHEET 3A20 OF JOB No. DCA -9 -92033 DWG N0. 21- 05 -3A20 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 AISMEZAW ❑ KENT, WA. 98031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ® SEATTLE, WA. 98124 SUBTITLE LEGEND: CONSTRUCTION NOTES: PROVIDE FLOOR TILE, BASE AND REDUCER STRIP TO INTERIOR OF DATA ROOM. PROVIDE BASE TO EXTERIOR OF DATA ROOM. INSTALL FRAME, DOOR AND HARDWARE COMPLETE. INSTALL UNICAN LOCKSET, CLOSER, SMOKE SEAL, HINGES, BUMPER, KICKPLATE AND DOOR BOTTOM (DOOR 31D8). INSTALL 3/4" FIRE' RETARDANT PLYWOOD ALONG ENTIRE LENGTH OF WALL. ATTACH TO STUDS WITH #12 x 2 "L SELF TAPPING SCREWS AT 12" D.C. ® CONSTRUCT DATA ROOM (MECHANICAL EQUIPMENT ROOM). SEE /COORDINATE WITH SHEET A -502. 5. FIRE SEAL ALL CONDUIT PENETRATIONS AT WALLS AND CEILINGS. SEE SKETCH (21- 01- SK -Dl). PAINT ALL WALLS, CEILING, DOOR AND DOOR FRAME AT NEW DATA ROOM (INTERIOR /EXTERIOR). MATCH EXISTING. DO NOT PAINT PLYWOOD (INTERIOR). FABRICATE AND INSTALL EIGHT (8) CAUTION SIGNS 10 "W x 7'1-1) AT ROOF OF DATA ROOM (TWO (2) AT EACH ROOF EDGE). CAUTION SIGN TO READ " NO STORAGE ALLOWED ". ® LAG THREE (3) COMPUTER DATA CABINETS TO FLOOR WITH PRO (2) ANGLES, FOUR (4) ANCHOR BOLTS AND SIX (6) SELF TAPPING SCREWS. SEE SKETCH (21- 02- SK -01). SEE /COORDINATE WITH ELECTRICAL DRAWINGS. LAG EIGHT (8) COMPUTER DATA RACKS TO FLOOR WITH (4) 5/8" DIAMETER x 3 3/4" LONG ANCHOR BOLTS (2 3/4" MINIMUM EMBEDMENT). SEE COORDINATE WITH ELECTRICAL DRAWINGS. FABRICATE /INSTALL EIGHT (8) CAUTION SIGNS (14"W x 10' H ) AT CABLE TRAY. SEE SKETCH (21- 01- SK -02). FABRICATE /INSTALL DOOR NUMBER (31D8) SIGNAGE. 1" x 4" GRAY SENTRA BOARD WITH WHITE VINYL LETTERING. MOUNT AT CENTERLINE OF DOOR FRAME (DOUBLE STICK TAPE). GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. 0 3'I'0 3A71 0 0 0 0 0 0 0 KEY PLAN NOT TO SCALE 0 0 0 EIVED F T11%WIIA AUG 2 2 1997 PERMIT CENTER 1 DEEP 16 GA. HS SECTION CEILING JOIST 0 16" O.C. ALIGN WITH STUDS. 3/4 CDX PLYWD W /j10x1 7/1& "REAMER TEIC SCREWS 0 6 O.C. AT EDGES & 10" o/c IN FIELD OF PANEL. REVISION 5/8" TYPE X GWB R -30 BATT INSUL ANGLE FOR GWB ATTACHMENT R -19 BATT INSUL 5/8" TYPE X GWB OVER 6" 20 GA. SS SECTION STL STUDS ® 16" O.C. 18 GA TRACK WI 1/4" DIA.x1 1/4" LONG RND HEAD RAWL DRIVE ANCHORS 0 32" O.C. EXISTING STEEL FRAME EXIST STEEL PURLINS ® - 5' -0" ± o/c EXIST 3" DEEP TYPE SSR ROOF PANEL b7-DZ7( WALL SECTION A502 A502 SCALE: 1 " =1' -0 RAILING SEE 3/A503 L CONCRETE FILLED COMPOSITE METAL FLOOR DECK CURB @1 ROOF MOUNTED MECH. UNIT SCALE: 3/8 " =1' -0 P.T. 4x4 SET TO SPAN ACROSS PURLINS. ATTACH TO EA, PURLIN W/ (1) -1 /Z 0 GALVANIZED THROUGH BOLT. SEAL ALL PENETRATIONS. SYM 3501b HVAt:. UNIT MOUNT TO 4x4 FER MFGR'S REQUIREMENTS. SET AS CLOSE TO STEEL FRAME AS POSSIBLE. SET 4x4 IN BED OF PLASTIC ROOFING MASTIC & CAULK ALL AROUND. 21' -d 1' -6" CLR CEILING LIVE LOAD 50PSF CEILING PENETRATIONS ARE TO BE CENTERED BETWEEN CEELING JOIST. LIGHT GAUGE FRAMING MEMBERS & FASTENERS ARE THOSE AS MANUFACTURED BY STEEPER INC. MEMBERS & FASTENERS OF EQUIVALENT MATERIAL & SECTION PROPERTIES MAY BE USED IN LIEU OF THOSE SPECIFIED.. ALL WOOD FRAMING TO BE DF #2. JOB NO. DWG. NO 75755E -D1 1' -6" CLR CEILING PLAN /91 itS71070 FACILITIES DEPARTMENT A ET, WA; 9 2 8201 CI KENT, ,„ WA. 98031 PORTIMti OR 972. RENTON, WA. 980.,5 EJ SEATTLE, WA. 98124 CONDUIT OR PIPE "PLATE" BOOT STYLE AS REQ'D FOR NO. & SIZE OF CONDUIT & /OR PIPE SET "PLATE" PIPE SEAL BASE FLANGE IN BED OF PLASTIC ROOF'G CEMENT & COAT OVER TOP 7 MTL ROOF'G PIPE PENETRATION DETAIL A5 SCALE 1 " -1' -0 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 0 APPROVED APPROVED BY DEPT. DATE DRAWN BY K. MATHEWS SPECKED ENOINEE D K BY O CHECKED APPROVED APPROVED DATE 8.1.97 8.1.97 SUBTITLE CONSTRUCTION NOTES: 1> INSIDE FACE OF EXISTING MEZZANINE GUARD RAILING. 5' DEEP TYPE HS X 18 GUAGE STEEL STUDS @ 16" o/c W/ 5/8" TYPE A GWB EA. FACE & R -19 BATT INSULATION. 380Lb MECH. UNIT TO BE SUPPORTED ON CEILING FRAMING. 10" DEEP TYPE HS X 16 GUAGE STEEL JOIST @ 16" o /c. S> 3/4 " PLYWOOD SHEATHING SPAN RATED 32/16 OVER STEEL CEILING JOIST. (COVER ENTIRE DECK). r EXISTING CONCRETE FILLED METAL FLOOR DECK OVER OPEN WEB STEEL JOIST. CEILING ACCESS LADDER SEE 4/4503. -> RAILING SEE 3/A503 TYP. & PERIMETER OF CEILING DECK. DATA CLOSET TP8 FRAMING PLAN Ti1LE SITE BACKBONE /DISTRIBU Du UPGRADE PLAHNG