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HomeMy WebLinkAboutPermit D98-0049 - BOEING #21-01 - FENCE, DOOR AND GATEBoeing #21 -01 City of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 * Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT 3417 S.•120 PL, SEATTLE WA 98124 THE BOEING COMPANY' PO 60X.:3707 M/S 1F- 09,,SEATT,LE WA BOEING COMPANY -P:.O. 'BOX 3707, M/S IF' -:09, SEATTLE, WA 98124 :..GARY TALLER PO BOX '3707 M/S 46 -87, S.EATTLE. 98124 r * * * ** * * * * * * * * * * * * * * ** ** * ** * * ** * * 0(* * * * ********** * * *,k * * ;r,r * *. * * *,r *,k * * * * * * ** *sir* OWNER CONTRACTOR CONTACT 102304 -9069 3417 S 120 PL AWSE DEVPERM MIC /L 001 North: 125 DEVELOPMENT PERMIT 0 South: .0 Sewer: IVAL;• VU I Slopes Y.... License No BOEINC*294ML BOEING #21-01 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Occupancy: UBC: Fire Protection: East: .0 West: Permit Description: . PROVIDE SHOP FENCE, DOOR AND GATE, CUT HOLE FOR SECTIONAL DOOR. PROVIDE DOOR AND HARDWARE. r********************************************* k***** ik *** * * * ** * * ** * * * * *' *** * * * *k * * * * ** Construction Valuation: $ 4,0.00.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Curb Cut /Access /.Si.dewalk /CSS: N Fire Loop Hydrant: 'N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut Landscape Irrigation: N Moving, Oversized Load: N Start Time: Sanitary Side Sewer:. N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N . Water Main Extension: N Private: N .Public: N k************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: ..$ 148.46 k********** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** * ** * * ** ( r * * * * * ** * * * * * * * ** * * * * * * * * * * ** ** Permit Center Authorized Signature: Signature: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last (Olt Print Name: Permit No: Status: Issued: Expires: Streams: Phone Separate) Date: (206) 431 -3670 098 -0049 ISSUED 03/03/1998 08/30/1998 206 -544 -2975 WAREHOUSE 1994 SPRINKLERS /AFA .0 Eng. Appr: Size( .00 End Time Fill: End Time: Public: N Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. if the work is not commenced within if the work is suspended or abandoned inspection. CITY OF`: TUkWILA.':.• r .. . s Adds ess 3417 1 4 PL Perm 7t Na 094::= 9. to • nt t r tt :Jtati4 ISSUED pe DEVPERM Applied 02/1.7/1998 •'# 1:0230.'4 9 , 90 $ :, � :; •Issued 03/O3/;1998 • kkk*' k** k' k;* kk* k****A:**• k .**** itl*,**'' k** k' k.*****' k'*'k* *k*�k *. *k** *** *'k * *'k'k'kk Cand,ltions .: c change's; will- be` :'made to the'..planS...:,.unl,es's .:approved .by the, ►chltei.t 'or Engineer and the Tui� }a• Building 'Divisi'on 1'1 pet mits, fi ctn'speiQn . r. 7 e r , or dk.w s art�d kk0oved plans shal i b'e v ai fable at th e l l s$.t p:t1iar .:t t1 1e ,!: *, pair iof any con rNT S fn' n ,,, . �:. � 7.. . t T. urb ' Theier r diic'intenfi ete�•�to be :m ain t alvo.'d a n d a vai lis le until ,;f fj = 1?;4in.spe'ct n a 6pr.ot/ 1 s g l4nti 'cf ,r :1 :1 can struc ° i,Crii .to J e' tl. a gi rl Y6.ornfor i manA,0 with app`;.ov l`ans and �� equ i,r ectti,e the µU ifo.rsii Bcr fil ingN;Cci 1.9 94 $ V f e t , 151. F i t' ' 4 r `. i �>. l 4, • ,ditian), as amend unif ,i7. Mec c.ii:i. l:,a de0 ::'1;99, Eti, ii en) rid Was. Cg '"`ta?te f4Ve' gy LCo ...'c.:1 9'9 E' i ii�t I.an ?�: 4` � � ''N a -.l. i d i Fer m i t.. ` The i s ua,rl: c ,af a per nr ..af � pu, 1 sit p�l;ans, s ns, ii.' om pu ta u t ons; - 5he11 fiiot::be. care -� ,str u ti'1#' t cc j , b+ a `p `r'mi t •,fio.rk, r ,an,aP.0r oval of,,• any v i,o1ati h of.- an of h .pr.ov i ib o f..' h.e„?bu 1,1 d i ng ._code ar ''v.of eri'r . `'r. o th6 orkii°irix0 af, ttie. !ct'- fict'iari„2. No . :p.ermi t OF e si�m$q gi Y. a u r yi `to y teri'"te . sy .'cancel'.� the....: pr. pill s iori s�� o.f '' htii,s \ ! ica / sha 6` it be. va 1 i;5:1•:'.4. y _ ' ; . ' `.1 H.� . 4 , Wh t sp ec i'a •i 'h aspect i on ` roc pre u "° ‘e i�, the ovine' ., r ar . br a g3near`� sfia nck 'l t e �Tul i'la Bui'l din'g . ',; • Diy ipp of app o • ',_(.4..k . st.t)e i r i s p e k �t- voll „,gigencIes ` lirio t ,. ' y r � r .. t.W0 . ) r`st� bu i.id.i r1g , . • Co ie's of :ia1.1 spe ,� • iri •p'.0ctian rep6i t s .f'. s pal / b t e 's`ul?niitted to ` %he Bu i.ldirig, , :*,,. • Di,vyis Ion I ri a : , time,ii`y :4mar ne r..: R ept�t tsx -shall ..,contain, addr eMs. pr.o,3igt • �;nanie, 4iper nti,'t numb :.a -' yp ofr' - i'nspection4'b.0,c.'n r J p e r f o ; m e c� c � r1 q , ` .- . '•,< __ -_ ' 3 = :, A11 '` Cu cttir *1 • : welding' shall be `i�..A �B <:a . t ,,f ied< we l de`i . � acr . s ` ec'ifal: iris ected C be y'ec..• J '' .. ' `•f • 1, p ... ep , \� 3 '(a6 l a�`5) ! .': fi The s{i ie.1 • inspector she 1.1 sup t , a • f that] * jgt:ed report' • , stetingiwhether. he`',1work requtr • spec+e:1' /iri'spectton waist 'l? • .:to • the 'best of °;the inspector's • knowledge,. i`n con�fghrman �with • a p p i ! r � o \ ) e d pr'l.aq •and s`p(ec�1f i c a t arts, a.a�tid �the•ip' �1 i ca�bl'e • work manshtili p ovis . ions.. of the Tiff ° ,��x�Nv �' \ t, r • • N. 0 , i r� -;j "i S td C n L P'`'+ , ( ! c � .t P,.a .� ;'. . Project Namefrenant: BOEI BLDG . v Z1 -D/ Value of Constructlor�• a >Tl 4 / cop• Site Address: . City State /Zip: 3 S . ►L.o P/. Tax Parcel Number . /W.3d — qo6 g Property Owner: THE HOEING COMPANY Phone: • CC g� 7� Street Address: P.q. BOX 3707 M/S 46 -87 SEATTLE; e/i %124Fax #: Contact Person: GARY TALLER / GEOF'F Mtt..c.m. PAM e: ZU�- 544 -2975 /ZGl6• brS. Street Address: Cit�yy S te2ip: P.O. BOX 3707 M/S 46 -87 SEATTLE, WA 981��+ Fax #: 206 - 544 -2854 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: A i F7 borkA kOS 2.•. Phone: • Street Address: City State /Zip: Fax #: Description of work to be done: ?RDUIPE SIJOF Pt4ic6. , Pe.Ee. "NC 44,TE. . GUT Noi.c 5E33ioN*L. Dco ... rp oloe. Coon. 446 NARQwA" • Existing use: ❑ Retail CI Restaurant L7 ❑ Church Manufacturing ❑ School /College /University ❑ Multi - family CrWarehouse Hospital ❑ MotelHotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church 17Manilfacturing ❑ School/College /University ❑ Multi-family Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other Will there be a change of use? ❑ yes "no If yes, extent of change: (Attach additional sheet if necessary) I Will there be rack storage? ❑ yes Cr no Existing fire protection features: Creprinklers Crautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: l8, coo 0 existing , Area of Construction: (sq. ft.) 3, o00 Will there be storage of flammable /combustible hazardous material Attach list•of materials and storage location on separate 8 1/2 in the building? ❑ yes a no X 11 paper indicating quantities & Material Safety Data Sheets CTPERMIT.DOC 7/9/96 CITY OF T "I KW! LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 JOB 775108 ❑ Channelization/Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Exempt If: Size(s): C3 Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ., it ke .,?t;,'• � 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. ( 1 M yd PP ALICANT; REQUEST <FOR PUBL)C WORKS SITFJC�IyIL�PLAN!REVIEW?oF..7 EFQLLOWINl3:3 ,, ' ( be'determine by`the�P..ubllc -Works Departmen!) , N '', ` ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling 0 Fill cubic yds. ❑ Landscape irrigation C3 Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only gal Schedule: 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. Date application accepted: 11 ` �� Date application pl : 11 6 1P0 Appllcatlo f en by: (initials) BUILDING OWNER OR AUTHORIZED • Signatur ©: k n Date: 1 -7 4'c‘ Print name: GARY TALLE9t Ph ane: ?06_544 -297 a":206-544-2854 Address p.Qi 3707 M/S ,' 8.7 " '.,^" City /'z` IT.ipStATTL WA 98124 ALL COMMERCIAL /MULTI -FAM. - TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ `"Ad..bRIaWI; IS'g 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 ❑ ❑ Complete Legal Description ❑ ❑ 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). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ 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. ❑ ❑ Vicinity Map showing location of site ❑ ❑ 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 ❑ ❑ Construction details ❑ ❑ 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. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ 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) ❑ ❑ 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 ownerauthorizingthe agent to submit this permit applicatlon 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. CTPERMIT.DOC 7/9/96 t • • • '. • • •• • „ • •• • " " . • ., ; , ," • , A•44.k.* •••k-' •;iir;t;/k•;i: it; it4;;;A. ;,4% i te '02117, T RA NS tti 1PN,MtT Numkr R700715 mount 148 4(. 02/17/98 1126 y •• : 6 ; y D • Pare1Nc •1Q2304-9O6. •; Site Address 3417 9 120 PL • . .": Tot.1 ree 1. Th ii Pyment 148 46 '• titi) LL Pmt / i48 46 Ba1ance 00 1,30 *4,4.0 *,A *1,0 *4-A4:4: • • • • • • tl .*•-••••• Account Code 0esriptioi • ;. Air,19,u9: . NONRES:', • 0007315. 910 •• • 2• 1 4 1.1 . 41:1 . :ct-iE' !Nbis 000/.386,. 904 SliPPIAR OE, . 7.- er-e.i.---7 C.-- 1 ^r : :f7ti' , ^, �.t:.j:'•e'; ik:•;,. .. •�r. ,4t...4r ;�y:`.(�.. j::�c.: ,,; �,,�;;,. -._:„ iaNSPECTION RECOR • `. Retain a copy with INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 8 (206) ,431- 3670 Pct: Type ofi . : Ion: Addres S i i Date . e C. �3yr7 d L • - =" Special instructions: Date wanted: (a.mI (0-1Z-9g p.m: Requester: Phone No.: Pc,r.�r�oZCAo - ci'�l- 36LIL Approved per applicable codes. MMENTS: Corrections required prior to approval. I Inspect Date: 6 .... / 2/6/ 6 $4illirREI0 N FEE REQUIRED. Prior to inspection, fee must : be paid at 6300 Sou hcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ^r : :f7ti' , ^, �.t:.j:'•e'; ik:•;,. .. •�r. ,4t...4r ;�y:`.(�.. j::�c.: ,,; �,,�;;,. -._:„ iaNSPECTION RECOR • `. Retain a copy with INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 8 (206) ,431- 3670 Pct: Type ofi . : Ion: Addres S i i Date . e C. �3yr7 d L • - =" Special instructions: Date wanted: (a.mI (0-1Z-9g p.m: Requester: Phone No.: Pc,r.�r�oZCAo - ci'�l- 36LIL Approved per applicable codes. MMENTS: Corrections required prior to approval. I Inspect Date: 6 .... / 2/6/ 6 $4illirREI0 N FEE REQUIRED. Prior to inspection, fee must : be paid at 6300 Sou hcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: INSPECTION RECOR Retain a copy with per INSPEC I. NO RMI NO CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 (206) 431 -3670 Type of inspection: • A pproved per applicable codes Corrections required prior to approval: Inspector : Date: El $42.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: City of Thlavi John W Rants, Mayor Fire Department Thomas P. Keefe, fire Chief Suite # Retain current inspection schedule Needs shift, inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 (Ok Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Boeing Construction Management Madeline PO Box 3707; MS: 89 -19 Seattle, WA . 98124 -2207 Job: # Permit: # Engineer: Architect: Owner: Contractor: INSPECTOR: Bill Belleveau 09 D98 -0049 Mosen ABDI Boeing Boeing Davis Door Reviewed permit and approved drawings: Verified current and appropriate WABO ,. certification of welder Kenneth J. Green, GRE 44 7008, expiration date 01 JULY 98: Inspected welds and workmanship at new door frame installed at Building 21 -01 west of door 5 -2. Weld sizes and locations are in accordance with approved drawings. Workmanship complies with AWS D1.1 -96. All structural welding and required special inspection is complete per drawings and permit. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: 917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 - 1,737 El::: 11TH 1998 INCR. 01 I Afb0 1 / 1,4 ly REVISED DATE f2 up Dooft_. Oprecv '21' 8 1 2 J - Cd 1077516Po CHECK € Am APR An AF47.4FMG IA LAACY0 54 tY-tY. q,114 Vart tj r° 4 4 (E snw) + IC e CIL) )01-1 500 p&f (36.6 tu Ne Ts a f kS -° 1,00 ,0 PU LATEMt, 01 5007 2070 ORIG. 6/73 - A , 124)mo' 'Unc A A.% jr 4;4 Ce■Ackar locAra-.1 th1/4d $,1t JA of M4 cli-01 5 6e 19 11 L (rid cAlAe• qi2.5r k;-$4). bi.11,43) a cm811 p4egiS doeol ui icop pti wir40 Lm-0 — CE, • GA- eLo • 2.4 • 12.. 25- 5o • C( ' C I' 1-6 C 4 1 6 upy • . . • c•I. ai 66' 61405 (444 PA 11. 21' iltk 5ectridtis) CO" cf JP- pg4 ",^^.• ca-t4 et IRec lo ci - r / oF tSt VE:B J11.047 • EN61, (01,400 0 1 0 r REVISED DATE n pm, up Du* deta, g ( 8it-c i WinglOY00 CHECK APR APR AMILWAV ( 45 • ••-• • ••-: 1 5 5 ? 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I0.co-ii 2 tco" # 47 &A =lay S /b5IT f°% 7s —1 7 pH i i4' 417 = �1�1� . � �o lb.f4 C'yrtSr�u - n ep, s coNci.hetztair r Raf IV J111.047 Lto•sIr 4OZ1fI 01461,4 � ,s ,s ,s X 51 11111 VI Pd” ► 0011 = '`d 00 147/ L• s • y IN��• 2, J x oaQ I/ s's 1 L '0146) „ C 1' # c a1QI, = '0 JJ 0 6 8 W +41 0) b'8 = (Zi x 5b)4- Cslxs04.(s�)(5b -011) ' ,,,,► t � a rbl f 2d LL - 4- 5 ` )7.c.1 Gas = sdZ'h1 x 91 I f .}'Id °?g * jch2'h (,Igs•+ s ) (QS" )-6 + {ZS-1) Z•av irehla EL /9 '01140 OLOL L00910 l wdSd J�V /SOB a � r ��L r � % ) -9 Q 1a- IZ �y�od ��9,Ncb 1 do TIP?) air „ a�N o1stLM �t n � 0 'u/I Lto•sIr 4OZ1fI 01461,4 � ,s ,s ,s X 51 11111 VI Pd” ► 0011 = '`d 00 147/ L• s • y IN��• 2, J x oaQ I/ s's 1 L '0146) „ C 1' # c a1QI, = '0 JJ 0 6 8 W +41 0) b'8 = (Zi x 5b)4- Cslxs04.(s�)(5b -011) ' ,,,,► t � a rbl f 2d LL - 4- 5 ` )7.c.1 Gas = sdZ'h1 x 91 I f .}'Id °?g * jch2'h (,Igs•+ s ) (QS" )-6 + {ZS-1) Z•av irehla EL /9 '01140 OLOL L00910 EN" ( 1 401 al 7 f key ISED DATE n . pu, up omit_ 49,4 1 6 visoo kt. 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I .Q.e.c1 A 196-A- 0 4 0,-.0 is (1121a., clho- • (Sbd ) 14 1r Is cone-IA.- .111•047 PROJECT NAME: DEPARTMENT: Building D & Public Wor \PR•ROUTE.DOC 1 /98 0 BOEING #21 -01 Fire Prevention Structural ?bvit44 Coo"( Ceps& PLAN REVIEW /ROUT N SLtP ACTIVITY NUMBER: D98 -0049 DATE: 5 -13 -98 REVISION N&k Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 5=14 -98 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -26 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved 0 Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER PROJECT NAME DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF [1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS Q REVIEWERS INITIAL D98 -0049 BOEING 1nLDG" #21 -01 DATE DATE CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS p REVIEWERS INITIAL C:ROUTE -F DATE Pe IYN'f dein& .eispt PLAN REVIEW / ROUTING SL DATE 2 -17 -98 DUE DATE 2 -aO -98 NOT APPLICABLE 0 DUE DATE 3 -5 -98 NOT APPROVED (attach comments) 0 I DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) REVISION SUBMITTAL DATE: s'�I3/5'g. PROJECT NAME: BOEING DEFENSE t SPACE GROUP PROJECT ADDRESS: 3'417 S . !420 j�. /-o / I3 M CONTACT PERSON: GARY TALLER PHONE: 206- 544 -2975 REVISION SUMMARY: Tap of Do Jqm cdurnw itthrtell error �•. ge—COUClit 11 ; SHEET NUMBER(S) iS iS "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: D'ISoo49 • -. . Ir4 ?.4.iY0 .l.� . •r.Ir �' r CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER: RECEIVED CITY OF TUKWILA MAY I 3 1998 maw 11 u 3/19/96 Fire Department Review Control #D98 -0049 (512) February 25, 1998 Re: Boeing Company Building #21 -01.- 3417 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau . and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 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) 2. Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not less than the exit width required by the Building Code. (UFC 1208.3) Dead bolts are not allowed on auxiliary exit doors. unless the dead bolt is automatically retracted when John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: WO 5754404 • Fax (206) 5754439 TFD file ncd 3' All electrical work and ` equipment shall conform strictly to the standards of The National Electrical Code. NFPA:70) 4. 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. Yours tr.uly., Io hn W. Rants, Mayor mas P. Keefe, Foe Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 1PROM 1 BOEING - sax ,, euem u.1.11111 ix Leader from i if . :lipany :: Computy . Isrimpolsr il• 1:11 tle• - if No. fax No. Original ill.•■•••••■•■• 119; 4 NO au REGISTRATION VERIFICATION • • COnaidarRsilialtioa Sadie • PO Ike 44450" • . • .9g5C14445P.' TEMPORARY rw'r DAVID w!(flm Olympia HcadqiaWs • ..e3Enc MUM Ming Contractor: Your Cerdfleate of Registrelon will be sent from the Olympia office and Should be ',calved within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. F625414-000 siblvolion vaincl 245 Il Lnerni I Oil ,•••••••• 0 aggro! Resippites wrio•06.071 ■■■■••■•• 11 • /Mt t.t 1410? 1r794 P. 01/01 Tempting No. 0 Return Q cau or pickup Cram Na. — 717" -- "to. 7s 1 Thank you ,Recei.rlizt,HuN ccr .f oF vet \9st enctSB pe pao Cgo- - Pal _ _, a 0 E a iNFoRmAioN BOEING & DH_HHNs,, ,,,,, 9 SPACE , 0_)ys T BULDDG 21=011 R _ES_ VAN (J#775W DEVELOPMENTAL CENTER 3417 S. 120TH PLACE TUKWILA WASHINGTON 98103 , , S VICINITY MAP AREA MAP GENERAL NOTES DRAWING INDEX BLDG. 21 -01 ADDRESS. 3417 SO. 120TH PLACE TUKWILLA, WA. '(EAST MARGINAL WAY CORPORATE PARK) BEENONRSTEODUR OF RUCTION. DO REVIEWED PROCEED WITH CONSTRUCTION IJ WITHOU MUST 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. SHEET N0. DRAYIING N0. SHEET TITLE REVISION N0. DATE AO 21-01-AO TITLE SHEET 02.11.98 1A01 21- 01 -1A01 EXITING PLAN A 02.11.98 1A13R 21- 01 -1A13R FLOOR PLAN - REMOVAL R 02.11.98 `- FROM DOWNTOWN SEATTLE KING COUNTY TI \`- AIRPORT OF9 CE : cENTEA (FAA) 5 1A13 21- 01 -1A13 FLOOR PLAN A 02.11.98 S515 21- 01 -S515 MISC SECTIONS & DETAILS ORIG 02.11.98 t ` 900 o, o PROJECT SITE _ ✓ �% � \ ,\_..--' ca I 21 - 02 \ PROJECT CHECKLIST f \ I CHECK El ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. O. BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. TENANT IMPROVEMENT (STRUCTURAL): ® ®5 SETS OF ARCHI R L DRA g 5 SETS OF ❑ 5 SETS OF STANDARD DETAILS ®5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ TENNT IMPRVEMT (NON-STRUCTURAL): 2. TENANT ❑ 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. SPRINKLERS, PROTECTION/ ❑ 4 . FIRE PROTECTION SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATIVE: PROVIDE APPROXIMATELY 75' -0" L.F. OF SHOP FENCE, GATE AND DOOR COMPLETE. PROVIDE DOOR, FRAME AND HARDWARE COMPLETE. CUT AND FRAME DOOR OPENING IN TILT -UP CONCRETE PANEL RELOCATE PLANTINGS, CUT CURBING AND PROVIDE PAVING AT DOOR OPENING. jI OXBOW LOT , / , S BOEING ACCESS RD X ' V p v/ , v // Q ' CODE SUMMARY LAND USE CODE M -HP CODE REFERELdCES 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 FF OCCUPANCY GROUP B (0 ICE) AND F -1 (FACTORY) - NO CHANGE CONSTRUCTION TYPE V -1 HR SPRINKLER LOCATION ON PROPERTY SEPARATION 90 FEET (3- SIDES) FLOOR AREA (ACTUAL) BUILDING FOOTPRINT (98,000 SF) BUILDING HEIGHT: 26' -5 1/2" FLOOR TO PLATE STORIES: 1 OCCUPANT LOAD: NO CHANGE FIRE PROTECTIONS FULLY AUTOMATIC, WET PIPE THROUGHOUT SEISMIC ZONE 3 FIRE PARKING PROVIDED 739 °' "` _ CITY OF TUKWILA PARKING REQUIRED 725 __ - — — — p Q P R 0 V % ��/ _ j 1 ' up 21 -05 � ' 157 DOT • n n >., j � 1 \ (_I 171 TUKWILA \ \ FROM KENT 900 1 I I ' \ Icy EAST MARGINAL WAY & AUBURN PARK 9 9 \ N NO SCALE EAST MARGINAL WAY CORPORATE PARK :.' SEATTLE- TACOMA AIRPORT PROJECT SITE N NO SCALE DEVELOPMENTAL CENTER A / LID ; E :: , : . ir so, :c r l ii t ,;o n ot, a_ of t the Plan mdnrnes . p "'�I hn p No MAR 3 1998 � B'_'LC1NG DIVISION V %PT I YM P,EVISION PROVED DATE SAM REVISION BY APPROVED DATE _.per ® �� ® /��,�® f i LAY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN EDDIE P. DUARTE DATE 12.13.91 SUBTITLE TITLE SHEET CURP.ENT REVISION 775108 - 00 SHEET SYMBOL — DATE _ RE oI oFO2'11 98 _T' i ? t ... PERMIT CENTS ?. - , F; TEST \!�11J 4775108-00 775108 -00 GMM MHM C-,. 02.11.95 CHECKED E MDRKN 09.13.95 APPROVED BY DEPT. DATE J.BURKS 09.13.95 mLE BUILDING 21-01 ARCHITECTURAL MASTER D.C. Al CHECKED APPROVED JOB NO. 57080 COMP NO. APPROVED DWG NO. 21 -01 -A1 . I ' .4 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® ACCEP TABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN M.DIITMER DALE 04.10.93 SUBTITLE EX PLAN CURRENT 7510�N 0 0 SYMBOL A DATE O 1 .98 � IR TEST VAN J #775108 -00 GMM MR1Gary 02.11.98 tTECREU 6 R SHEET /A.{ � , OM, Oc , .0 ^• ' is 6� n C cP APPROVED BY DEPT. DATE ti TiTI.E BUILDING 21 -01 ARCHITECTURAL MASTER COL. A —L /1 -8 D.C. 6 ! CHECKED HECKE APPRO /ED ` JOB NO 727680 -00 CO!ApER T` APPROVED DYED NO. 21- 01 —iA01 N8co4-9 PLAN SCALE: 1 "= 30' -0" LEGEND: ®® 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 BUILDING. CONSTRUCTION NOTES: KEY PLAN SCALE: NONE CITY OF TUKWILA APPROVED MAR 3 1998 1A10 1A11 1Al2 1A13 1A14 1A15 TIIILDIN� r \`J APPROVED BY GMM DATE 02.11.98 SYM FLOOR PLAN. SCALE: 1/8 "= 1' -0" REVISION APPROVED 0 ` I 1A13 A200 DATE i N,!i ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE REMOVAL DRAWN T.HANSON CHECKED ENGINEER T.HANSON CHECKED APPROVED APPROVED ..411111.1•1•1i. 411111.1111, 'AIE 09.07.90 09.07.90 LEGEND: SUBTITLE FLOOR PLAN - REMOVAL BUILDING 21 -01 ARCHITECTURAL MASTER COL. A -D/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: P. REMOVE EXISTING WALL AS REQUIRED FOR NEW DOOR FRAME (6' -0 "W x 7' -0 H) COMPLETE (3 1/2" x 20 GA METAL STUDS AT 16" O.C., 5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE WITH 3' FIBERGLASS BAIT INSULATION). SAWCUT EXISTING TILT -UP CONCRETE WALL FOR NEW DOOR AND FRAME SEE STRUCTURAL DRAWINGS FOR SCOPE OF WORK. ' 1A1OR ' 1A11R 1Al2R 1A13R 1A14R 1A15R KEY PLAN SCALE: NONE N CURRENT REVISION 775108 -00 SHEEP A 1 .•^Jl 1 1138 JOB NO. 900603 -00/02 APpRpVED MA R 3 1998 BU+ O NG CO tCm r.� n . SYMBOL R DWG NO D.C. 21- 01 -1A13R DATE oFC� OZL41 •9 co , , cDw \J 5 Dolo—o REVISION J477510B -00 L Vis3 ()DIN REVISION 1 J#775108 -00 GMM APPROVED DATE 02.11.98 SY REVISIO By FLOOR PLAN SCALE: 1/8 "= 1' -0" APPROVED �BO,E /A/G° APPROVED BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DAT DRAWN DAIS T.HANSON 09.07.90 C C ENGINEER T.HANSON CHECKED APPROVED PPROVED 09.07.90 SUBTITLE TITLE CONSTRUCTION NOTES: PREP OPENING AND PROVIDE HEADER (HEADER: 2 -20 GA STUDS AND 2 -18 GA TRACKS). ATTACH HEADER TO ADJACENT STUDS WITH 2- 2 '92 "x4'Lx16 GA CLIPS WITH 3 - #12x 1 1/41 SELF TAPPING SCREWS PER LEG). PREP OPENING AND INSTALL DOOR FRAME, DOORS AND HARDWARE COMPLETE INCLUDING HINGES, CLOSER, SMOKESEAL, UNICAN, DOOR BOTTOMS, AUTOMATIC FLUSH BOLTS, ASTRAGAL AND KICKPLATES. FLOOR PLAN BUILDING 21 -01 ARCHITECTURAL MASTER COL A -D/5 -8 LEGEND: GENERAL NOTES: T. ASBESTOS NOTIFICATION: A GOOD FAITH. SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. INSTALL FIRE EXTINGUISHER AND BRACKET COMPLETE AT LOCATION SHOWN (ON POST). TOP OF FIRE EXTINGUISHER AT 34" A.F.F. INSTALL APPROXIMATELY 74 L.F. OF 8' -0' HIGH SHOP FENCE COMPLETE. SHOP FENCE PANEL (1' -0 "W x 8' -0 "H). TYPICAL OF TWO (2). SHOP FENCE PANEL (3' -0 "W x 8' -0 "H). TYPICAL OF TWO (2). © INSTALL 3' -0 "W x 8' -0 "H SHOP FENCE DOOR AND HARDWARE COMPLETE INCLUDING SPRING HINGES AND UNICAN. 7> FABRICATE /INSTALL 8' -0 "W x 8' -0 "H ROLLING GATE (NO OVERHEAD TRACKS AT OPENING) INCLUDING BOTTOM TRACK, GLIDES, SUPPORTS, SHOP FENCE PANELS, HANDLES, WHEELS, HASP AND PADLOCK. 8. LAG ALL SHOP FENCE CORNER POSTS, GATE AND DOOR POSTS TO FLOOR WITH (3 (4) 1/2" DIAMETER x 4 1/2" LONG ANCHOR BOLTS ' MINIMUM EMBEDMENT). LAG ALL OTHER SHOP FENCE POSTS TO FLOOR WITH (3 (2) 1/2" DIAMETER x 4 1/2" LONG ANCHOR BOLTS " MINIMUM EMBEDMENT). 9. PAINT ALL SHOP FENCE, GATE AND DOOR COMPLETE. MATCH EXISTING. VERTICAL LIFT SECTIONAL DOOR (12' -0 "W x 16' -0 "H x 6" THICK x 3 SECTIONS). INSTALLED, WIRED AND PAINTED BY OTHERS. E> PROVIDE BOLLARD PROTECTION AT COLUMN. SEE STRUCTURAL DRAWINGS FOR SCOPE OF WORK. TYPICAL OF TWO (2). PATCH, PREP AND PAINT THE DOOR FRAME, DOORS AND THE FOUR (4) ADJACENT WALL COMPLETE. MATCH EXISTING. D.C. CURRENT REVISION JOB N0 775108-00 SHEET 1A13 DWG N0. 1A10 1A11 1Al2 1A13 % 1A14 1A15 KEY PLAN SCALE: NONE N SYMBOL A 900603 -00 /02 21- O1 -1A13 CM' OF TUKWILA A9PR0 MAR " BUILDING IVI519N DATIVEO Ca 0' T'''6'. 1.98 PERMIT CENTER COMP N0. �8 \ 21 -03 21 -02 SITE PLAN SCALE: NONE INSIDE BLDG C8x11.5 COL.x28' @ INSIDE FACE W/ 5/8"0 x4" MIN EMBD "HILTI" KWIK BOLT, TYP 16" O.C. ALONG FULL HEIGHT END OF INT. C8x11. 3/16 DL—TA I L SCALE: 1 " =1' -0" S 120 TH p OE S 124TH ST 58' -0" PLANTERY AREA PARTIAL PLAN - EXISTING SCALE: 1/8" = 1' -0 3' -0" PC'S END OF EXT C8x11.5 HDR EXTERIOR SOUTH ALL (..._ 5 CONCRETE WALL PANEL 1' - 0" TYP 1/2 "x10 1/2" FLAT BAR 5/8 "0x4" MIN EMBD "HILTI" KWIK BOLT, TYP ® 16" O.C. ALONG FULL HEIGHT 1/2 "x5 1/2" FLAT BAR 1 1 S515 EXISTING CONCRETE CURB SYM A REVISION CONDUIT PENETRATION 775108 -00 BY MARDI APPROVED DATE 05/12/98 SYM 1/2 "x10 1/2' FLAT BAR CBx11.5x28' LONG COL. TYP. 1/2"x5 1/2" FLAT BAR, TYP. S515 , C8x11.5 HOR. / T ON BOTH \ SIDES ' 12' -1" / EAR OP ,G" 3' -0 3' -0" - T (2) #5 UNDER THE DOOR, EPDXY EMBED 6" © EA END 5/8 "0 THRU BOLT, TYP AS SHOWN C8x11.5 HEADER, TIP BOTH SIDES ELEVATION - VIEW FROM INSIDE SCALE: 1/4" =1' -0" 1 BOTTOM OF PANEL I-1' 0" REMOVE CUT PORTION OF WALL PANEL TO TOP OF FOUNDATION, REPAIR PER SECTION A C 6, -10" L 5' -0" PLANTERY AREA EXIST 3 1/2" NOMINAL DIAMETER SHEDULE 40 STEEL PIPE, FILL IN W/ CONCRETE, PAINT SAFETY YELLOW /4 8x8x1/2" BASE PLATE W /(4) 5/8 "0x3 1/2" MIN. EMBD. "HILTI" KWIK BOLTS BALLORD, TYP C SCALE: 1 " =1' -0" S515 �Ti Wail $g V M; �Il_' =1/ • BOTTOM OF C8x11.5 HOR. 12' -2" 5' -0" r° NEW 3" ASPHALT PAVEMENT, SLOPE TO DRAIN PARTIAL PLAN - NEW DOOR SCALE: 1/8" = 1' -0" 1/2" EXPANSION JOINT MAT'L -- ROUGHEN AND CLEAN SURFACE TO 1/4" AMPLITUDE BEFORE CONCRETING SECTION SCALE: 1 " =1' -0" SECTION SCALE: 3" =1' -0" 3/16 1/4" STIFFENER PL. TYP. 3/16 © 3 PLACES: ONE ® THE TOP OF COLUMN & 2 © 9' O.C. - 1/4x8"x8" PL. W /(2) 5/8 "0x4 MIN. EMBD. "HILTI" KWIK BOLTS ©5" 0.C. CONC. WALL (INSIDE FACE) SECTION SCALE: 3 =1' -0" PILE Sc FNDN CL 3 2 1/2" oI +:NTERY AREA (EXIST) EXISTING CONCRETE CURB 1/4 I/ TYP. ALONG 3 EDGES C8x11.5 COL. W/ 1/2" THICK BASE PLATE W /(2) 5/8 "0x3 1/2" MIN. EMBD. "HILTI" KWIK BOLTS, USE 1/2" GROUT UNDER BASE PL. S515 5515 S515 REMOVE CUT PORTION OF WALL PANEL TO TOP OF FNDN. & FILL VOID W /5000 PSI CONCRETE EXIST SLAB ON GRADE #4x9" LONG, EPDXY EMBED 5" INTO EXIST SLAB ® 18" 0.C. (245 LONGITUDINAL BARS EXIST 2'x2' GRADE BEAM & PILE FOUNDATION I io 0 _ e MINIMUM COMPACTED DEPTHS ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE #4016" LONG, EPDXY EMBED 6" INTO EXIST SLAB CO 18" 0.0. NEW ASPHALT PRIME COAT, MC -70 APPLIED ® 0.20 GAL /SY SECTION SCALE: 3" =1' -0" NEW CRUSHED SURFACING TOP COURSE WSDOT STD. SPEC. 9- 03.9(3) COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557 \ DRAWN R. RNERA CHECKED ENGINEER CHECKED APPROVED APPROVED DAIS 2 - 9 - 9 SU BTRLE 1/4 V3-15 \ C8x11.5, BOTH SIDES W/ 5/8"0 ASTM A307 THRU BOLT EXISTING UNDISTURBED EARTH IF SOFT AREAS ARE DISCOVERED DURING PROOFROLLING OVEREXCAVATE FOR A DEPTH OF 24" OR FIRM BEARIIIG, WHICHEVER LESS, AND BACKFILL W/ STRUCTURAL FILL IN LOOSE LAYERS OF NOT MORE THAN 10" DEPTH AND COMPACTED TO AT LEAST 90% OF MAX. DENSITY FUR ASTM D1557 1 /2 "xlo 1/2" CONT FLAT BAR GENERAL NOTES: — INSTALL 1/4"0x3 1/2" MIN. EMBED. "HILTI" KWIK BOLTS ® 3' -0" 0.C. S515 1 1/2" 2 1/2" • A 1/2 "x6" STICH PLATE NOTCH OUT THE T)P 3.5' OF amm►.•∎r�� THE C8x11.5 COLUMN FOR - � CONDUITS' PENE[P It0"1 INSTALL 1/2 "x6" 5:'CH TYP. ALONG PLATE ABOVE THE CONDUITS. 1/4 ALL CONTACT EDGES COLUVN @ CONDUIT PE\ETRATIO SCALE: 3 " =1' -0" N TYPICAL ASPHALT PAVEv1ENT SECTION SCALE: 1 1/2 " =1' -0" EXISTING SUBGRADE ELEVATION MISC. DETAILS & SECTIONS BUILDING 21 -01 STRUCTURAL D.C. LEGEND: 1. FIELD VERIFY DIMENSIONS. NOTIFY BOEING ENGINEER IF DISCREPANCIES ARE FOUND PRIOR TO START OF WORK. NOTIFY ENGINEER OF ANY INTERFERENCES ENCOUNTERED AND NOT SHOWN ON THE DWG. 2. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE UBC (1994 EDITION). 3. ALL STEEL PLATES AND SHAPES SHALL BE ASTM A36 STEEL. ALL WELDING SHALL BE DONE BY WABO WABO CERTIFIED WELDERS USING E70XX ELECTRODES. FABRICATION & ERECTION SHALL COMPLY TC AISC SPECIFICATIONS. PROVIDE WELDING INSPECTION PER UBC SECTION 1701. 4. ALL CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 5000 PSI ® 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL BE 1 1/2" ALLOWABLE SLUMP SHALL BE 4 "±1" W/C = 0.44 . 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, Fy= 60,000 PSI, DEFORMED BILLET STEEL 6. DESIGN LOADS WIND LOAD : EXPOSURE B, 80 MPH WIND SEISMIC LOAD : SEISMIC ZONE 3 CONSTRUCTION NOTES: CORE DRILL 2 "0 ® UPPER CORNERS AS REQUIRED TO PREVENT OVERCUTTING. SAWCUT.THE UPPER HORIZONTAL LINE. INSTALL THE DOUBLE HEADER AND COLUMNS INCLUDING ALL BOLTS PRIOR TO MAKING THE VERTICAL CUTS. METAL SHIMS TO BE SUPPLIED & INSTALLED BY DAVIDS DOOR. REMOVE SHRUBS AS REQUIRED. THE TWO EXISTING TREES WILL BE REMOVED & RELOCATED BY OTHERS. POUR IN PLACE NEW CURBS TO MATCH EXISTING NEW WSDOT CLASS "B" CURBS. USE (2) #4 LONGITUDINAL BARS ® TOP. ASPHALT CONCRETE 4. ALL STEEL WORK SHALL BE PRIMED AND PAINTED EXCEPT AREAS TO BE WELDED. PAINT ALL EXTERIOR STEEL TO MATCH THE BUILDING. C PILE COPY CURRENT REVISION SYMBOL A SHEET S 515 JOB NO. 775108 -00 DWG NO. 21-01-S515 AAA 11 ' 1 4 1998 EUI TTAI DIVISION DATE t) /8 -0041 crop GN)3 o: A REVISION NOS PERMIT CEhTtP COMP NO. 05