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HomeMy WebLinkAboutPermit B92-0276 - DELI - TENANT IMPROVEMENT, 4 . • 1\)EL • • CERTIFICATE OF OCCUPANCY \ aL - TENF011 I P OVEME T FOR A DELI. V .s • 4 k03 <ah 1,114.; • \ Permtt Ni5;,B92076 ''■‘ ■ t 3,1 ;!.! THIS CERTIFICATE'MUST BE CONSPICUOUSLY POSTEOONXrHE PREMISES vt":7 City oLThk wil4 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas /Elec: Wetlands: Water: N/A Contractor License No.: SGACO * *084BS TENANT OWNER CONTRACTOR ********************************************** * * * * * * * * * * * * * *: * * * * * ** * * * * * * ** Permit Description TENANTJMPROVEMENT`FOR A.DELI. Units: 000 Buildings 001 Fire Protection UBC Edition: 1991 Total Permit Fee: 2,647.80 * * * ** * * * ** *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** P r it Center Authors z •jt Signature I herebycertify that I have read and ": ex amined this ..permit and know the same to be , .true,;and correct. All provisions .of law and ordinance governing this Work Will be complied with, whether specified" herein or not Signature:_ Print Name: DELI B92 -0276 B -BUILD ACOM 13028 INTERURBAN AV S 000480 -0017 M1 V -N KAISER DEVELOPMENT CO 12720 - GATEWAY DR., SUITE 107, TUKWILA WA 9868 SGA CORPORATION Phone: 206 367 -2191 P.O. BOX 33978, SEATTLE, WA 98133 uJD BUILDING PERMIT Slopes: Sewer: N/A Front: Left: 0 Type of Occupancy: RESTAURANT SETBACKS Back: Right: Valuation: 375,000.'00 The granting this permit does not presume to give "authority to: violate or cancel the ; _provi`si.ons of any other—state or local laws regulating construction'or the'"p.erformance of work. I am authorized to;sign for and obtain this b m i t . Date: C ti - 4 . 71 Status: ISSUED Issued: 09 /01/1992 Expires: 02/28/1993 Title: ' This permit shall become nul T":,an •i'f -` t,he" ; ,"work 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. (206) 4313670 is not commenced within PERMIT NO. CONTACTED C \NYr DATE READY DATE NOTIFIED %—...--) - (a n �IQC %vii...s3eb PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: init.) AMOUNT OWING + n ff ,^, ,,��1L� W • © INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next departmont. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTItil BUILDING - initial review g PLANNING O PUBLIC WORKS O OTHER REVIEW COMPLETED N /f! BUILDING': PERMIT APPLICATION TRACKING CONSULTANT: ROUTED INIT: c- Date Sent - BUILDING - 1 i-2 TYPE OF CONSTRUCTION* final review ° ("' nit. ►■ UIREME E Date Approved - PI FIRE 6 /6/4 Z FIRE PROTECTION: FIRE DEPT. LETTER DATED: INIT: - Sprinklers N/A r� QZ INIT: G Detectors � INSPECTOR: 5f "I— ZONING: BAR/LAND USE CONDITIONS? , REFERENCE ILE NOS.: 5160566 rito (fie (Antra, A e - MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? Ye �/�,9c7 s PUBLIC WORKS LETTER DATED: INIT: L (f w- UBC EDITION (year): TOTAL OCC LOAD 08/17 SITE ADDRESS SUITE # 1 0 2� )• ¢u'QX6btJ • o . lots VALUE OF CONSTRUCTION - $ 3 ,' ► f�OD � PROJECT NAME/TENANT }� ASSESSOR ACCOUNT # tr04- -Co 17 TYPE OF 0 New Buildin. • Addition ►I Tenant Improvement (commercial) LU Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: � INtt'Ibt. 1 bvST Wf r$0UBW%Lt i N0t3 bQ tM c 4 clews-17v 4.0 fite, fit►, b. CQo r 1 'blcnk►,t't- ow 1k. (SP 0►l/M'Iu0 BUILDING USE (office, warehouse, etc.) `fit — 4.3 ) ..13'v NATURE OF BUSINESS:' WILL THERE BE A CHANGE IN USE? X No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1* Tenant Space: b Area of Construction: If-At) WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? X No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 9 offylp FA(Rtitlerp . ei tr• 100e - 1PHONE f' ,,Itb� ADDRESS I epA i "„ ' , I C4 1d/ n - ''� ZIP f gi(ag CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECTV io vistl 6 PHONE 61-7 ADDRESS `'�7i� I t.�rn�� � �. ZIP K.yj DATE APPLICATION ACCEPTED DATE APPLI ATIO EXPIRES , I t) &P _ CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 • PLAN CHECK NUMBER ;HEREBY•: CERTIFY. „THAT 1 HAVE READ: AND: EXAMINED T 3 E TRUE :CORRECT, AN BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSO SIGNATURE PRINT NAME ADDRESS`V 031 C . b .J Owst3drki BUILDI!3 PERMIT APPLICATION DESCRIPTION BUILDING PERMITFEE PLAN CHECK FEE ::'• . BUILDING SURCHARGE. OTHER: • •TOTAL • AMOUNT. RCPT # DATE•:•: APPLICATION A N D KNC • EDTO'APPLY F.OR:T PER CITY/ZIP PHONE W;< SA DATE 8 • t 42., PHONE 45s „7 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Saction 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. Oa 16.'01 COMMERCIAL NEW ' ' • pprAmERCIALBUILDINGp/ADplTIONS. Completed building permit application•(one Account Number ; • •••••••• ''• • • • " •••• • • .......................................... . •• '::::•":;:.TWO•sets;.(2)of the Structural CalailatiOriSjtattiped by a Washington State licensed .;:`; • engineei" . . . . Soils report stamped by a Washington State licensed engineer ....'"••••••"'",". Topographical survey . . I 1 • .•.engineer or.architect:•;":": • ••••••••• ••••••••';•• ; • " . . ';';";;;" '...;"; • . . Legal descriptiert...;:".."•.:.:"..; "::•?.•":".;:::: • ••"."•"•••••••• ••••••: •••."":"•,.." • "••:::;••• •••• '.• Working drawings stamped by a Washington State licensed architect, which include • • ••••••:,.:••••::•:•• plan:• • •-•• Structural .;„• •... . ;.• • drawinas „ . . ".• Mechanical drawings Elevations •• Civil drawings •: Completed utility permit application (one for entire . . . ••• Six (6) sets of civil drawings NOTE; See utility permit application and checklist for specific utility : • • •,,,•'••••••••;•••• . . : ... : .. . . . . . ..... . .. . . . . .„.„:„. . . . . . . .. RACK . • .„•: . . . . . • . •••••••:...• ••••.• •• •• . perrnit . . . . . . . Assessor Account iJinber;:•":";";•::::;•••••; • "•••••'.'.'.."•::'":"":.".•'.."2;.•"";;!":•:::".":.•-••••••::".•.•••••":""::•":•••'":"..'" •.-:.....• . . . „... :Building fieorplati."showing;:::: ;;;: •••••:••.".;•"• ••• ” • . : • • • „ . :nctiltr(ciii'aPr2cewhere racks will be located Exit .::".• ; , . , , e •• 'Dimensions ," ••:••• . •• . „.. . : Tenant space floor an showing ing ck storage rage ut aisles and ft 6 ••••::• ;"•:-• 1 1 • .;• • • • • ••••• • • • •••"" • • :••••:•:••••••••;••••"•:""•.::•••••:••••;••••••••:::•-"::::::"'"';:::•••":•. • NOTE.' aireakeyheiglii,itildth and length) aisles , : . : :• • • • Structural calculations stamped by a Wastiingion:Btate'lioenged'i."'' engineer (rack storage 8 and oyer).1"j : :-::::•" :Ho; ::;:". . 11 St.111/111sTAL CHECKLIST Tenant ioction • " " " • ••••••••', Of adjeoent.(COmMOO.Wall) :tanatiiti:i::::N.::: • Overall.ciimensions square. Floot'Olan:.of proOOSed:ientint ... . ‘::.. : • Tenant space plan with use of each room labelled „ , :,•■•• Exit doors ;! egre patterns • New walls existing wall, and Walls to be demolished :" • • : • • • " " ••" Cross sections ShOWing:viali:COnstrtiOtion iand:nietliciCt Of • ,•• attachment for floor and ceiling StructuralCalculations Starnried:09•,•*.vvashinglan••$tait3:.1.1ciinged.•";:::..„;.::' .....,,engineer may ba . NOTE liany.litility.*Ork is to be done submit separa and REROOF ... ':••• Completed building permit application (one for each structure) As NOTE A certification letter is required prior to final Inspection and sign off of the permit . . Assessor Account Number ........................... . . . . . . . . : . two (2) sets ot plans, which inclui . . . . . . . . antorini:i10te1119; dish I ; • Structural calculations stamped by a Washington State licensed engineer may be roquired ••••:-:,:,...11-:.•:.';':,: dati '',:,..:':.•;'.. .• plan .1:!.....:9ViiiP ; :. • " '" — • ':"":':/iiiii.6*..15,t9 P --- •::!.::.''''.Y. '••• trOss-513P.1:1,1).* ..i::;:::::::.i.:::.:::',:::::.,::::::.::'::;:P..:... . ,t.a/3-pllak!.(P.q.: :, ', stl.'o.''7"..::::::::.„:,...,:,.:.:•,...:::::.: . .:: .. •:';:',.iiaiie:'pra tioo-.. — !-!..i.:. ' end ...P 1 O O :f.n.Osf., , .0. 0 ., 4 .o.O.li71 11 .O.q..,:::„.„:; . ;...., , ..., : .::., :; ;; : ,:..„ :;: ,., ::: •,, — .:-.. , :, „ .. . .. , , , „, „: „:, ...... , .......... *** k * * * * * * * *** *** * ***** * ** ****** * ** ** **;fi **** *** * *k**** * *k*k** GENERA 602 00 CITY OF TUK�t1I�A, WA TRANSMIT GENERA 4.50 *** *k * * *** * * * * *** * * * * * * * * * * ** *kk *: * ** * *k *** * *k * * *k *** * * * * * ** * ** TOTAL. 160b.50 TRANSMIT Number: 92000Sl2. Amount: 1,606.50 09/01/92 12:02 CHECK 1606.50 Permit No: B92.0276 Type: R -BUILD BUILDING PERMIT ,CHANCE 0.00 Parcel No: 000480-0017 09/02/92 2986A000 10 :37 Site Address: 13028 INTERURBAN AV S Payment Method: CHECK Notation: DAVID KEEHE,ARCH Init: SAO ***** k*********************** * * * * * * * *** * * ** * * * * * * * * * * * * * * * ** Account Code Description Paid 000/322.100 BUILDING -- NONRES 1,602.00 000/3 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 1,606.50 To Fees: Total All Payments: Balance: 2,647.80 2,647,80 .00 Total Fees: Total All Payments: Balance: Total (,This ;Payment) 2, 647.60 1,041.30 1,606.50 A * * *k * * ** *kkkk* ** * k*' k **** ******lr *****************le **k* ******k* CITY OF TUKWILA, WA TRANSMIT **b*** k* * ***** *k * * **** * * **k **** *** * ** ** *kkkk *k*** ***** ***** *k *. TRANSMIT Number:. 92000821 Amount: 1,041.30 08/10/ ) 40 Permit No: B92-0276 Type: B -BUILD BUILDING PEN 4 D Parcel No: 000480-0017 Site Address; 13028 INTERURBAN AV S Payment Method: CHECK Notation: KEHLE, DAVID AIA Init; DLM ******* k**************** k******** * *** * * * * * * * * * ** * * * * ** ** * * * * * *** Account Code Description ,Paid 000/345.830 PLAN CHECK - NONRES 1,041.30 1,041.30 GENERA 1041.30 .TOTAL 1041.30 CHECK( 1041.30 CHANGE 0.00 2306A000 09 :10 CITY OF TUKWILA' Address: 13028 INTERURBAN AV S Permit No: 892-0276 Tenant: DELI Status: ISSUED Type: B-BUILD Applied: 08/10/1992 Parcel #: 000480-0017 Issued: 09/01/1992 ***kk***************kkh**k***k*****k****k****kk**k********k****k****k***k Permit Conditions: 1 No changes will be made to the plane, unless approved by the Architect and the Tukwila Building Division,. 2. Plumbing perrOt be obtained throcigh:the Seattle-King County Department .of public Health. Plumbing will be inspected by that Aganty, including all gas piping (296-4722). .4 • 3. Electrical permit shall be obtained through the Washington StateJ)iyision'of Labor and Industries and all electrical work ; will be inspected by that agency (248-6657). 4. All mechanical shall be under separate permit through the City of Tukwila. 5./All permits, inspection records, and approved plans shall be maintained available at the job site prior to the start of any construction These, documents are to be maintained available:until Inspection approval is granted. 0::Any new ceiljng,grid'and ifight'fixture installation is • required to meet'lateral'brating requirements for Seismic, Zone03. 7. Partition Walls attached, to 'ceiling grid must be laterally braced if over eiO (8) feet In length. 8. Anyt,Aposed'Onsulationsibacking,Materlal.shall have a Flame Spread Rating of 25 or less, andt material' shall bear identi- fication shOwing the fire performanc e thereof. 9. All construction to be done in conformanca, with approved planS4Wrequiraments of the Uniform BUilldin§Code (1991 Editi60\as amended by the Washingto`n Stte Building Code, Uniform Mechanical Code (1991 Edition)',,,and-Waihington State Energy Ode (1991 Second Edition). / 10. Validity%tfperMlt. The issuance of a permit or' approval plans, specifications and cOMputations shall not be opo-.) strued to ba:a;permit for, or an approval of, any viola'tion of any of the provisions of this.tdde or of any other' ordinance of the jurisdiction .' No permit presuming to give authority or violate or cancel the jarovisionsof4.this code shall be valid. 11. All food preparation establishments must have Seattle-King County Department of Public Health sign-off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling Seattle-King County Department of Public Health, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. ProJed: ypeo ns•: w . .,., + . All qz A c�s�`�z Lt d ettii TIT OVvraYq PoVfr, S. Date Cl:.: al i 1 " Special Instructions: Date Wanted : , _ Q - I z. am. •.m. Requester: rn 14 1 F., Phone No.: Z , I (C) — (7 (0q(, �' INSPECTION RECORD ` Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t ' Approved per applicable codes. COMMENTS: l Inspector: 69z-or/la PERMIT ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: `rnlect: � � , � � ype o nspection: ' ress :1 0 g I f •, V �Date .. 8 a e to - a - 4 2 Special instructions: / , � • Wanted: Requester: , f l 1 (2 ' la : f'tbne No,: ak Approved per applicable codes. INSPECTION RECORD '14etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections fOired ( pA � MMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of larlect on: Address: ' j ,/, 742 f47 Date Called: Special Ins/ ons: 7 I. D te Wanted: /.4 am. ! Requester: Phone No.: INSPECTION FECORD Retain &copy with permit I S ECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ly.Approved per applicable codes. Receipt No,: 0 Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; PER IT 0. (206) 431-3670 C P 113.hr —kl - -e— -,--- A, AjArtjk gigt 9,...., tfc tc c�c . 7 r- kt 4i--- -3 ,a_: A..— t& A. --- o — p - (X-- _.e A)19 rnn'jk'. t .17A /� "�. . - ( J � 1 . -5-. s m•. `� A a.n �--n, a.,. AA. * C Ra a ' "'til 41 A Rr (k o 4,51--: .r C� -fir AN l* kr. M Mrs- , D k 0 L.k, +� Special Instructions: PoSi rtor1 (=•c o m-7 r36 5y it O 1 nj fir✓ i i ' . . - .,,) 7 l 'r v... ,Jew -- A N9 /. .•6 =A"-S- 1r J A-3 A (/tG Td l Date Wanted: role • ype o nspetho - w . ♦ J � 1 1 . AA. at R 1 +� Special Instructions: Date Wanted: Requester:5 - Ptpne No 10 — 306 8 (4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit $9a -03 PERMIT N0. (206) 431-3670 l 7 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ReceOt No.: Dale: — Project 17 t h . ; Type ot Inspeciton: W wi 1 Address: i ?. . d 0 hov Date Called: 0 1 ' — 01 Dale Wanted: a c Special Instructions: 1 7 Y ' i l b l Requester: e --_ i _ . 2 YY1 i Phone No.: 9 ( , 1 6 pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MMENTS: Inspector: Receipt No.: dm INSPECTION RECORD Retain a copy with permit Approved per applicable codes. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. e: "2 3 0: (206) 4314670 • r, „., arff, 'v'..zr , ,f.7� ; :F;�es;"`, ^ a:;; 7�i ,"?q'...:.j�.... ^$' "S vr1"a!• "- �": " :,Y. ?jcf :':., , s „t;Y:Tr ^'i,n�• —.• �. "' '; r' ic^ r 'c",.;.:i' ^r4:'S;ro3: ,..p'^7p,'.:� """.'fir,... ;,r+�m,� r�� City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Project Name as Xmc) A) br•zi Address ''f //✓rn,iori ii/l F /v� �� • Suite # Retain current inspection schedule X Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: i f Fire Alarm: // Hood & Duct: Ai Halon: ,L/ Monitor: A/ Pre -Fire: A' Permits: - u orize;: g ture FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Date Gary L. VanDusen, Mayor T.F.D. Form F.P. 85 Control No. Permit No. /5'- OJ7G. or City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0276 (512) August 18, 1992 Re: Deli - 13028 Interurban Avenue South, Suite #100 Dear Sir: John W. Rants, Mayor 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 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (UFC 10.513) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the ei4rnn4.4 ^r% r.f nnr.nc.. /ItO^ 141A /A \\ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor 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 3313 (a)(b)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.111(d), UBC 3314(c)) 3. 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 25 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 submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) 4. A type I kitchen hood shall be installed at or above all commerical -type deep fat fryers, broilers, fry grills, steam - jacketed kettles, hot top ranges, ovens, barbecues, rotisseries, dishwashing machines and similar equipment which produce comparable amounts of steam, smoke, grease or heat in a food - processing establishment. A mechanical permit is required. Installation shall comply with U.M.C. sec. 2003(a -k) Page number 4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 1704(b)) 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 10.301(a)) 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. Yours truly, rJ5 r2 The Tukwila Fire Preven ion Bureau. cc: T.F.D. file ncd CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B92 -0276 Tenant:..DELI ? Status: PENDING Address: 13028 INTERURBAN AV S Base Information Parcel No: 000480 -0017 Owner: KAISER DEVELOPMENT CO Validated By: DLM Plan Ck Approved: / / Status: PENDING Applied: 8/10/1992 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: 08/14/92 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Nature of Work: DELI Location: Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: M1 Gas /Elec: Census Code: 0327 New Units: 1 New Bldgs: Pub Own:N Streams: Slope: Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 375,000.00 Fire Protect :SPRI,NKIERED;;, Type Const :k VN = . ; ., Type Occ :20 Not in table! UBC Edition:' 1991 dccupan oad:98 Occupancy Grp :A -3/B -2 F7= Update, F2= Previous Line, ESC= Cancel''Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 08/14/92 Activity document routing maintenance. BUILDING PERMIT Permit No: B92 -0276 Route: 1 Current Route Line: 3 of 7 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Ap Cont. 08/12/92 08/14/92 08/14/92 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Haurs(HH.MM): Comments 1[000. . .. DINNING RM{ 85i ] 2 ['` .........., RE n ,... ^� ] 3[ OTHE R;:;. =a:; ] 4 [ TOTAL = F9;8' ] 5[ k ] 6 �[= =FIRE , PL EASE: REVIW.AND COMMENT.:: ?: ] 8 [ ] 9[NOTE: REQUIRE DETAIL OF SHAFT ENCLOSER FOR HOOD. ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. P1 NOM I GRAB BAR 5' DIA. TURNING RADIUS 8" WALL 2 -1 1/2" STL. STUDS MOUNT ALL ACCESSORIES AT +40" AFF TO OPERATING LOCATION STANDARD BARRIER FREE RESTROOV SCALE: 1 /4" 1' -O" PLAN LOCATE FANS ABOVE VALANCE AND SPRINKLER HEAD FINISHED CEILING W/ BATT INSULATION 2 SETS OF 2 -TUBE 4 0" FLOURESCENT LIGHT FIXTURES I /2 "xI 1/2" PARACUBE LENS (CHROME) VALANCE: GYP, BD. WRAP - PAINT, (SEE DETAIL / ) FULL HEIGHT MIRROR x WIDTH OF COUNTER PAINTED GYP., BD.- SEMI-GLOSS ENAMEL PAPER TOWEL DISP. R,O, P.LAM WAINSCOTS. STUD PLUMBING WALL (MIN 6 ") W/ BATT INSULATION P.LAM COUNTER TOP AND NOTCHED FACE (COLOR BAND TO BE 1 1/2" x 3/4"- ALL FACES ON NOTCH ARE TO BE ACCENT COLOR) COVED VINYL BASE TYPICAL SECTION @I I RESTROOM SCALE: 1/2" = I' -0" SECTION f: ' x'04 MPERMS uttawi • ' c .. , � ,snderst rr(�f ,, a nd o '; v 7 1 a ;1C'r� ''' � n ,,!,,;.1;,:,.,,c', 1t1 P, thi'; dan� de o L(�t;,1a{,• • \ aEi tR i E APPROVAL s p& .. lMmepi ddmtlA01 m 4.11 11911S 1at,16i SF r 1o* Met I u I [Fail NOINUIit 4t 1 M - ' 't Phis C2 rl.I - auritj 0004 tO .c311 1 ii-rit '') ebt-1 byre 40. Molt 100 I. I g -f 1jIFEp "I j pl, - rt i ` 'jr; %1)k'.y, " (111.11= i(..h 1 /. 4' /L1, I F • +I('%Ihl i �fi(; i, FfI er•) f 1 ����y ►lG ; �,r}5I' -I (r3 ' -1-4,161A1) 1-6 F,17-( �?K l ;►3f�Yr iii ' W j o - tt 1t�1`•1t. 2,13011 SCRUPLE : 1 Floor . Walls : Ceiling: 2 Floor : Sheet vinyl w /rubber bake (see decor plan) Walls : Gyp. bd. paint (semi -gloss enamel) (see interior elev.) Ceiling: Suspended acoustic (2'x 4' w /second look tile) 3,6 Floor : Walls : Ceiling: 7 Floor : Walls : Ceiling: Type A -- 'f205A "Salmon" Type B - 5195N "Blueberry" Type C - 5731W "Taupe" Type D - 5940W "White" DOOR SCHEDULE: El S 0.74\vitsicp ri4A HO] J 110-1 t l\I'r trio f U''1 Il.`,4 C 3) t IA ICI wr)r' -I ° 1 #�I VCT w /rubber base (see decor plan) Gyp, bd. paint (see interior elev.)(SGE) Suspended acoustic (2'x 'i' w /secon1 look tile) Sheet vinyl w /ribber base (see decor plan) Gyp. bd. paint (semi- gloss enamel) (type C) Suspended acoustic (e 'l' w /washable tile) 4,5 Floor • : Sheet vinyl w /coved 5" base (see decor) Walls : Gyp. bd. paint (semi -glass enamel) (type C) wainscot, plastic laminate •* 4' -0 ", formica Immo Ceiling: Gyp, bd. paint (semi--gloss enamel) (type C) VCT w /rubber base (see decor) Ggp bd. paint (semi -gloss enamel) Suspended acoustic (2'x 4' w /second look tile) PAINT SCHEDULE: (Parker Paint) Existing 3'-O" x 8'-0" aluminum with safety glazing. Add sign "this door to remain unlocked during business hours ". E2 Existing 3' -0" x 7' -0" hollow metal doer New 3' -0" x 7' -0" s.c. wood door w /10" x 10" safety glazed winder with timely ,iamb, bummer spring hinges, kick plates eaFh side, push plates each side, wall stops (2). 2,3 New 3' -0" x 7' -')" s.c. wood door 1 1/2 pair butts (hiree closer), handle), silencers, wail stop. New 3' -0" x 7' -0" a.c. weed door 1 i/2 pair butts, lackset (lever wall stop. New 3'--0" x 7' -0" s.c. wood door with timely jamb, sliding Guar package, locking latch (keyed different e.s.), silencer. { with timely jamb, privacy lock (lever with timely jamb, handle), silencers, ' 'p 1 L 11 4.0Q411 11 , 1 , 67 1I fi \\hLt T 'Of ea al Otsi,bufiartly Pl' - to ear 71 (4111.1(4 Cf6L. —7 ; t rtai amt u t per. , .. I Y 1 tt r ft e "1'-0 Iu r I- it` te 1 = I p 11. ( I y „ l - - y • • 0 H' - - �1 t3Y.. EH r mza 2 ,,1 APPROVED SUBJECT TO ORDINANCE AUG 7 1992 E- KING CO. 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Ten Ten Final Conn. G.C. G.C. G.C. I�H i1 I i '1 eti 1 i 1 ' - I► - CSII 1/4 H.P. 3 watts; 6300 watts; water strainer jygn Ten ►: Ten 'n Ten `i ,0,_.__ Ten Ten 1. 00 watts 1 :n Ten �� .•�§P Ten Ten Ten I. 3 HP Ten Ten G.C. 3/4 HP Ten Ten Ten 3600 watts Ten Ten 1 2 HP Ten Ten G.G. 17 KW To Ten G.C. 1/3 HP `173 Ten 1n 'en '1'gn G, C 1 5 HP 1, 26p MU OAK T - mpg ittriatomAt taut4 s ' ; aidtl , ,,1.1 11 - eta* bmiptvrle tiak Itwr Cam' t I' Ii!' II jI�I�IIII' II�',' II II�III� II'!Ij'II'III�'Il�IJI�I'II(I�� 0 161115 INCH 1 2 3 .ray 4"s''ra4*u 7 • L LJF [ 1 1 ( 4 4 ._) r1' iIiIIIitiliti'iIIIlt.i }iII iiiii ijitill ji Iiiiiiiiij illii i.Ftr►li11'r 4 5 6 7 8 NOTE: z f the microfilmed document is less clear than this notice, it is due to the quality of the original document. f1NC L nr BY 0€ 6Z 8 LZ 9Z SZ 92 CZ ZZ tz OZ 61 8 Lt 9t 5l +lt et et It 01. 6 8 4 S +� C z t 'W p ! I! Il�iilli !iii�!!!II!ii1I1! III! 1�! II! i!!! t�! 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C ti1JI'161 {( ei •2 1 x.4'' Vi I1 � Uv ' 1 -1-% ' l 4 \\,( ( ;.,\, - ;.-iw-i^ ,, :olisp ; :16btie: I 1 /2 . il' C) I SOUND INSULATE WALL TO 10' FOAM ANY WJ.1. PANETRAT I ONS TELEPHONE, ETC.) 3) CAULK GYP BD. TO CONCRETE FLAB. CD -) �j.L - - � HEAD DETAIL SCALE: 11/2'' = I' -0' NOTE. i USE I N SE ! SM ! C ARCA AS REO' G BY CODE 2. SUPPORTING WIRES TO BE #9 GA. @ 4' -0' 0/C CONNECTED TO BOTTOM CHORD or T R'JS' w/ f 1/4' E :'E ScRCw; EMBED) I ' H I N . ? jr• TO 8' - -0' A. f- r New 3 tube recessed 2' x 4' fluorescent with acrylic lens. New 3 t :ubc recessed x 4' Fluorescent with p racube silver epgcrate lens. W a l l mounted c' tube 4' Fixtures. Recessed(61 t< j C.i;; wi th clear specular reflector and +whi G trim (nsint to match ceiling). Recessed } - with cleat specular reflector ill washer with whit :e trim (paint to match ceiling) . L'na0 A ('r;- i 2' ig' Pendent mounted or drop chord : ;•' . -'Z ;i �_, r f tb4 '.;-10L to th head at 4 7 ' -0" AF F . - ?;I,11 f <.ilf rlbu,4e4 4 Illuminated exit sign. NL ° Night lighting to stay on at all times. Sc I ,4 i C E-'RAC ND SCAT. E C I . 6 I0 F4 124, stir-; k1 z4V ktf RIP;I r k% LIE) 1 —' er''ht,l,. f' 1?CYir. / V)1.• t..% 1 *C /41 ! i•;"te-t-K d-ti VOA. • ROOF STRUL TURE -- DEEP '_EG TRACK ATTACH TJ G.L.B. SCREWS 2_ -- ' 0' 0. C . (DEEP LEG IS 2 ") —STUDS 20 GA. @ 2' -0' 0.0 NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I GYP BD. ATTACHED TO STUD - NOT TO GLB OR TRACK- LAP i 1/2' ON GLB AT OFFICE LOCATIONS FOR SOUND (ELEC. SLC1 iON INSTALL #12 CA.VER'IICAL WIRE CONNECTED TO MAIN RUNNER 6 TO STRUCTURE ABOVE, INSTALL A SECTION OF 1/2' RIGID STEEL CONDi)IT W /VEF:' ICol. WIRE PUNNING THRU CENTER OF P I P E . PIPE TO RUN FROM TOr OF TEE TO BOTTOM OF STRUCTURE ABOVE . WRAR END OF VERTICAL.. WIRE AROUND PIPE BOTTOM. CROSS RUNNER INSTALL #12 G!. WIRE CROSS BRACING IN EA PLANE . OF WON RUNNEk I2"-0' 0/C @ 45 ANGLE IN BOTH D I R E C T I O N ; W/ THE FIRST POINT WOHIN b' -OT' FROM EA,. WALL M /� I N RUNNER • 9 j 1•'.' /b ,'l , .1-,.i/;e4' /.Ara ti 2r'' E} i $. Y.riot%r i r)t (rt vc.16(t-It:tiU '(?)i'-) r m -1) ss, I -' I T it ro NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. 06 6? Be LZ 9? SZ hZ ' CZ ZZ lZ 0 1 - 61 81 GI 91 51 hl Cl Z : G pi, 8 8 i 111111IIIIIIIIIIIIIIIIIIIIIIII !III lildrn1111l11111 111! i1111111lII ,ItJIILIll1i11)illllli M1I11111111III!.11d1 �i�11111111►I11 1111l�ll!iIIII1111 111111! 1111 111111IIl 11IIIIIIIIIWIIlIIIIIIIIIIIIIIiIIIIIIiIII! II111 QC') - Co ll � --, 7--- ---- 4 I, IIIIII(i III!( iII( IIII! I111iIIIII (IIII!Ii(IiIIII'!'��II i IIJII!{ I lii ! {llll!(! {!Il {!Ii {! 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I 14 -OI J NO SCALE VICINITY PLAN K I N G COUNTY AIRPO T OFFICE CENTER (FAA) khk 99 UND FROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE — TACOMA AIRPORT BY APPROVED I DATE _.■■....•••■,.■•,..,.....-._.. _.._.... _.,...... _ ._.. _... o 599 TUKWILA 900 EXIT 158 -- PROJECT SITE DEVELOPMENTAL CENTER FROM KENT & AUBURN TIO 12 IN - EXIT 157 900 NO SCALE. IS 120TH._.STR _ 11 AUBURN, WA. 98002 EVERETT, WA. 98201 ei``' D KENT, WA. 98031 FACILITIES DEPARTMENT L PORTLAND, OR. 97220 DREN TON, WA. 98055 SEATTLE, WA. 98124 -.. . e Y �: ( ". ';�.. " 1 "' ..—.. .�� , . • . , . e .... ;:....: ,.. .' b. 1.. '.fi ft>< i."�F 79wA0.vc .+rtv�wu. . vc..- ........— ..-- -- r___ __ y i .I I, Il IIIIIIIIIIIII�III�I�IIIII�III�IIIII�IIIII (I�IIICE PII jI�I�IILIi�I�I `�LII�IIL�III�I�II I! LIIIIIIIIII�III�III�IIII ,1�11t�1�1`It 8 SITE PLAN - ACCESS GATE —∎ 5590 REGISTERED JAY & WALLACE STATE OF WASHINGTON BLDG. 21-05 (EAST MARGINAL WAY CORPORATE PARK) FAST MARGINAL WAY CORPORATE PARK .., .._......._.4.,y... 1 1 1 1 i 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 111 1 10 1 111 1 10 1 9 10 11 "E"RRANT 12 0 16 THS INCH 1 2 3 4 ... NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the orig:lnai document. , �Z £3G Z SZ *7Z Ca Z ?, tZ o f 6l 9L it 9L Si I. Et Z { L 11 Q. 6 9 L , 9 G .1 7 C Z L �'w Q 0€ 9 ! n I I Ii I �� I I I I I {Till!IIII {IIIiIliiJl;l: lull {IIII!I1llI!UIIIIII { Illl�i 111 { �!lillli111II1lIIII{ 1 IIiI�IIIL! il, Il{ Il)l �IIII ( IIJII III { I I I I �il i i�illll i � !i {l III! III; {IIII!IIII {Illlliiii {IIIIIIIII i!IIIIIIII {ill!! Ilia{ IIiI! I! il{ IIII! IIII�IIII! illllilll !li}I {II.��llllllill�II ,1/,,1,1111 {Il�!�1II1,1111.11 ' PROJECT SITE ACCEPTABILITY THIS EESIGN AND /OR sp:cwwic4TiQN IS APPROVED OWNER: CONTACT: PHONE NUMBER: PROJECT SUMMARY: LAND USE CODE: CODE REFERENCES: ERENCES: OCCUPANCY GROUP: USE: REQUIRED PARKING: CONSTRUCTION TYPE SEISMIC ZONE: FIRE ZONE: STORIES: BUILDING AREA: AREA OF PROPOSED D IC�JINGER DATE SUBTITLE " 1 ' US - 11 W ALLACE__ — N `USE v0 tTUM ¶T ELKA 07.31.9 TITLE CODE SUMMARY BOEING DEFENSE TERRY BENNET (206) 544-2854 PROVIDE FOUNDATIONS AND UTILITIES IN SUPPORT OF THE FUTURE OPERATION OF 3 JOBS DRILLING MACHINES MH --P (CITY OF TUKWILA) 1991 UBC AS ADOPTED AND /OR AMMENDED BY THE CITY OF TUKWILA. SEE SPECIFICATION SECTION 01060 FOR THE COMPLETE LIST OF CODE COMPLIANCE. B -2 OFFICE /WAREHOUSE /MANUFACTURING (NO CHANGE) NO CHANGE I —FR SPRINKLED 3 3 1 207,880 S.F. (NO CHANGE) PROJECT: 12,200 S.F. COVER SHEET AND SPACE GROUP ,N4k) BUILDING 21-45 LEGAL DESCRIPTION \e? CITY t .': Ti;;ico!i! A OCT 161992 THAT PORTION OF THE PLAT OF RIVERTON, BEING A REPLAT OF RIVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME '13 OF PLATS ON PAGE 36 RECORDS OF KING COUNTY, WASHINGTON, BEING SITUATED IN THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE: 4 EAST, WILLAMETTE MERIDIAN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS' BEGINNING AT THE NORTHEAST CORNER OF BLOCK 6, SAID PLAT OF RIVERTON, THENCE ALONG THE EAST MARGIN OF SAID BLOCK S 010 48' 37' W 413.70 FEET TO THE NORTH MARGIN OF S. 125TH ST.; THENCE, ALONG SAID MARGIN AND SAID MARGIN EX1 ENDED N 89D 16' 15" W 580.22 FEET; THENCE, N O I D 48' 37" E 313.70 FEET; THENCE, N 180 25' 05" E 104.94 FEET; THENCE, N 01 D 48' 37" E 50.01 FEET; THENCE, N 89D 16' 15" W 40.07 FEET; THENCE, N 01D 48' 37" E 69.19 FEET; THENCE, S 89D 16' 15" E 590.29 FEET; THENCE, S OlD 48' 37" W 119.20 FEET TO THE POINT OF BEGINNING. Ak› - \t � . SHEET AO JC 3 NO. DCA -9 -- 92033 -92080 u4vG N0. ARCHITECTURAL. !AVER ER COL • _._....._... _.....,.... •� _..._.,�.��..a.. -- - - ---- --- -- -°-- 280A0OON TEW / 08.21.92 /09720 1. 111+10....•■•■■ 1110.0•11.1.14.10.0.0....W..10111. LOCATION IN REGION FIEASION • . „ \I•••••OWW•11*. • BY APPRONIED • DATE I. TO EVERETT MUKftIEO 1 KENT ISSAQUAH ----PROJECT SITE foqJ ON iv AUBURN •••■■■IM MOND PE VISIoti VerfaIM611.6•SWIlelVIIPItalleal • 11.1.1.001•11,1•71K NO SCALE \"\ KING COUNTY \ IRPOT Mr ICE 1.1 - CENtEr (FAA) VICINITY PLAN r FROM SEATTLE-TACOMA AIRPORT EAST MK INAL WAY CORPORATE PARK 99 OKT 0 16 :HS INCH 1 2 FROM DOWNTOWN SEATTLE ( I 4:1 30.117.01111W2001 599 I UKVi I LA 900 EXIT -EXIT i58 157-- \\\\ PROJECT SITE DEVELOPMENTAL CENTER I FROM KENT if t 1: A i & AUBURN FACILITIES DEPARTMENT -- EXIT 157 900 . ....NalsowlfeerSolamberioant / • ■ ACCE:SS / GAIT . t SREET SP MIME PERMil AND NO SCALE RV.QWW LIAUBURN, WA. 98002 riEVERETT, WA. 98201 LIKENT, WA. 98031 LIPORTLAND, OR. 97220 fl RENTON, WA. 98055 BISEATTLE, WA. 98124 8 NOTE: - if 'theicrofilmed docent is less clear than this notice, it is due to the quality of the priginal document. 1•11.11110 .01411210726.11.06400,11011.44141..1110 ;-• . . _ , . e't • • ^+ -- •••.4 • • .1.• • f, III(IIIIIIJrfI I I 11 pi A litt11111 4 5 6 SITE PLAN BLDG. .21-05 (EAST MARGINAL WAY CORPORATE PARK) 21-02 t 1 1 • 1 ' " II [ I I. .71---01 , • mn.. • • • ■WW,1 ■■■■ - 9 1 10 11 W 12 0€ 6Z Be L.Z 9Z BZ 4 7Z CZ ZZ OZ 61 8 t. 9L GI in et et it Of, 6 8 L. t 9 G z C Z V 6616hnhuhukilimhmhdodulkladmIldijdnillidOlnhullnidgidflgonflohillOidimhnhAmindmihmhdindmdmAinludrolglimilludmilmu6661611141nhdindind , PROJECT SITE Il THIS DESIGN ANDfon 3PEorocATIV4 15 appgcqo EAST MARGINAL WAY CORPORATE PARK P.0.0-ter■ -2,11•1 / ACCEPTABILITY ° I.linINGER .1112: aPPRisyti) BY DEPT, . ALLACEet- TMUSE AknorTumiti QtrfTELKA 1 OWNER. CONTACT: PHONE NUMBER: PROJECr ‘:,;UMMAF!'!": LAND USE CODE: CODE REFERENCES: OCCUPANCY GROUP. USE: REQUIRED PARKING: CONSTRUCTION TYPE: riTUVe. SOW ' sisorA DATE - PUBlITLE VILE ,f0fS INS AS ;° , n iiiij91146 SFACCI°14 3 14 i SEISMIC ZONE: 3 FIRE ZONE: -K , STORIES: i , BUILDING AREA: 20 S.F. AREA OF PROPOSED PROJECT: 12,200 S.F. CODE SUMMARY BOEING DEFENSE AND SPACE CROUP TERRY BENNET (206) 544-2854 pROVIDE FOUNDATION(.-; AND UTIL ITU OF THE FUTURE OPERATION OE 4 JOBS DR:! LNG. MACHINES MH (CITY OF TUKWILA) 1991 uBC AS ADOPTED AND/OR AIME NPE I BY THE CM' OF TUKWILA. SEE SPECIFICATION SECTION 01060 FOR THE COMPLETE LIST Of CODE COMFI,IANCE. OFFICE/WAREHOUSE/MANUFACTURING (NO CHANGE) NO CHANGE I- FR SPRINKLED 10- - rx0V, k s. 0 LEGAL DESCRIPTION THAT PORTION F THE PLAT OF RIVERTON, BEING A REPLAT OF RIVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS ON PAGE 36 RECORDS OF KING COUNTY, WASHINGTON, BEING SITUATED IN THE SOUTHWEST QUARTER Of SECTiON 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, AND E3EING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF BLOCK 6, SAID PLAT OF RAVER TON , THENCE ALONG THE EAST MARGIN OF SAID BLOCK S 01 D 48' 37' W 413.70 FEET TO THE NORTH MARGIN OF S. 125TH ST.; THENCE, ALONG SAID MARGIN AND SAO MARGIN EXTENDED N 890 16' 13' W 580.22 FEET; THENCE, N 01D 48' 3r E. 313.70 FEET; THENCE, N 18D 25' 05" E 104.94 FEET; THENCE, N 01D 48 37" E 50.01 FEET; THENCE, N 89D 16' 15" W 40.07 FEET; THENCE, N 010 48' 37' L 69.19 FEEL THENCE, S 89D 16' 15" E 590.29 FEET; THENCE, S 01D 48' 37" W 119.20 FEET TO THE POINT OF BEGINNING. Nolf T'ESTIN 14( (NO CHANGE) FLAN _REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY Er STRUCTURAL PER UNIFORM DUKOING CODE 0 NON-STRUCTURAL PER LIMfeRM BUILDING CODE 0 WASHItIGTON STATE REGUiATION FOR BARRIER-FW.F FP.CILITIES 0 WASHINGTON STATE ENERGY CODE SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, MISSIONS AND INDONSISTENCIES, timma N IN A rly:). A) 7., z , INc. DATE UT -OM ■•■•.••••-■•■•■■■■••■•■••■■■•••■■ BY '""..7.M.4. COVER SHEET BUILDING 21-05 a provaIs are an d A pproval ° io iation a rIN eaeiPt c°11- ; C) '" cknoviledged. 444 .... ---...................................... .. 1!-- CO : ,,.......„,....... I understand tat the Plan Che suKiect to er !ors and omissions plans does not authorize the adopted code or oldinance. tractor's copy oi approved \ ------"' Date pert 14° p 0 U wormon.wro c12.1:09 RECEIVED CITY OF TUKWILA AUG 1 I 1992 1) - 6) 9 f l 14 a .1 5.trur DCA- 9 - 9203. - 92050 1 DiCriir '''...--------------'.---*---- ARCHITECTURAL MASTER COL DC 21 AO 1 541.0•500.11.01....• Ls A •••• ow. .4ouPwow.,.”1.... 1dr, /01 2 8 c JON TEW 03 04.92/07'0A .,....••■■... _._..a.._.._,.... — • APPROVED REVISION yVese CI 16YHS INCH 2 3 i GENERAL SYMBOLS TAKEN FROM X X X TAKEN FROM SHEET----- SHOWN ON SHEET TAKEN FROM SHEET_ - ---- CEILING SYMBOLS APAEFAEZAW FACILITIES DEPARTMENT `T.WInINGER . VALLACE USE AGE R5P'TUM A r , KA 07.31.9 DATE SUEITITLE TITLE ARCHITECTURAL MASTER COL KEY SHEET BUILDING 21 -05 08.21.92/13:13 SYMBOLS LEGEND J X )(VA � - -- SHOWN ON SHEET XxX XxX TAKEN FROM SHEET- ---'� ``--•- SHOWN ROOM NAME R LNUMBF Fe [ExiT [EXIT EEO- FECGZJ E:77 0 `-- - SHOWN ON SHEET ON SHEET L] AUBURN, WA. 98002 O EVERETT, WA. 98201 ❑ KENT, WA. 98031 El PORTLAND, OR. 97220 El REN TON, WA. 98055 El SEATTLE, WA. 9812 BUILDING AND WALL SECTIONS DETAIL REFERENCE TO DETAIL I PLAN INTERIOR /EXTERIOR ELEVATION ROOM NAME AND NUMBER DOOR NUMBER WALL OR CEILING MOUNTED ILLUMINATED EXIT LIGHT FIRE EXTINGUISHER BY OWNER FIRE EXTINGUISHER CABINET BY OWNER PARTITION TYPE REFER TO DWG. A351 GRID AND CENTERLINE DIMENSION LINE CONSTRUCTION ABOVE OR BELOW AND /OR TO BE REMOVED AND /OR REINSTALLED FULL HEIGHT WALLS EXIST INSULATED WALL INSULATE FROM FF TO STRUCTURE LOW DEMOUNTABLE PARTITIONS NEW TRENCH, COVER AND CONCRETE EXISTING TRENCH EXISTING ROOF HATCH 4' - -0' X2' -0" SUSPENDED CEILING GRID GYPSUM BOARD CEILING 1x4 SURFACE FLUORESCENT FIXTURE 2x4 LAPIN FLUORESCENT FIXTURE HIGH INTENSITY FIXTURE AT 22' -0" AFF MEDIUM BASE FLUURESCENT SUPPLY AIR DIFFUSER RETURN OR EXHAUST AIR GRILLE SUPPLY AIR DIFFUSER EXISTING SKYLIGHT EXISTING VENTING SKYLIGHT 5590 R E` si EKED ARCHITECT JAY a WALLACE /STATE OF WASHINGTON 06 6Z 8G Ce 9Z SZ 4Z . £Z ze LZ (ye 6t 8t GI. 9l SL hL £t ZL I. 01, 6 8 L 9 S ' c Z I i WW JIIII$IIII 1111 II IIIIIIIIIIIIIIHHIIIIIII 11d1lllllllllllll 11111411 VIII l.tI IIIf1 X11'!IIi, 11111 IIIII��llllli;Iii 11 I1111�111111111111H �iIIIIIIIIIIIii11 1IIII ILILIII�II1 I11IIII I�IIIII_ ILIIIIII; IIIliiiIII !iiIiIIiII�IIIIIIJIIIIiI��I 11111, IIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII 1 IIIIIfl iI GENERAL NOTES CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE EXISTING CONSTRUCTION AND THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. . PRIOR TO INSTALLING FINISH FLOORING, INSPECT PATCH AND REPAIR ALL SURFACES TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. THE DRAWING CONSTRUCTION NOTES APPLY ONLY TO THE DRAWING SHEETS ON WHICH THEY ARE WRITTEN. 11 MADE INOENM X11 12 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED SY II I 11Iil 4 1 1Ij11lII; III1I1I; IIIIIII1III1II11111 '�! (I1IIi1111111n11111111111111I! llf III1I'I1I�li 1f Ilt�illl �t�lElf I� I�I,II'j I I III . S M.� s„ •�• , f • +;'< %iz° ^wY y , a. �, , r[ J r ! r f'1 I d. f,% ` .'..� �.', :. a� . 9^ r ,f'• . e +..t .�.,�_ �•/ t', w > , .�,. _►, r2 .'r J' �' T.'iR#l�il�o"5.�9� ,, I I I Ili' I VIII IjI III I�III�I ;;III�I 4 5 _ 6 '7 8 9 1 10 NOTE: I f the microfilmed document is less clear than this . notice, it is due to the quality of the original document. • ARCHITECTURAL ABBREVIATIONS & AND C� AT ADJ ADJACEN - i ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECT(URAL) BD BOARD BTWN BETWEEN BLDG BUILDING BLKG BLOCKING BOT BOTTOM CL OR CENTER LINE CLG CEILING CLR CLEAR(ANCE) CMU CONC MASONRY UNIT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS, CONTINUE DEMOL DEMOLISH, DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DISP DISPENSER DN DOWN DR DOOR DWG DRAWING E EAST (COORDINATE) EA EACH EF EACH FACE EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATION ELEV ELEVATOR ENCL ENCLOSURE EQ EQUAL EQUIP EQUIPMENT ES EMERGENCY SHOWER EST ESTIMATE EXT EXTERIOR EW EMERGENCY EYE WASH EWC ELECTRIC WATER COOLER FE) FLOOR DRAIN FE FIRE EXTINGUISHER EEC FIRE EXTINGUISHER CABINET FE FINISHED FLOOR FHG FIRE HOSE CABINET FHS FIRE HOSE STATION FIN FiNISH(ED) FI_R FLOORING) FOE FACE OF FINISH FO FINISHED OPENING FR FIRE RETARDANT FT FOOT FTG FOOTING FUR FURRED(ING) GALV GALVANIZED GB GRAB BAR CC GENERAL CONTRACTOR GR GRADE GYP GYPSUM HC ,, HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HR HOUR HT HEIGHT HVAC HEATING /VENTILATING/ AIR CONDITIONING ID INSIDE DIAMETER IN INCH INCL INCLUDED(D) (INC-) JAN JANITOR('S) Jr JOINT L OR L ANGLE LAV LAVATORY LT LIGHT .,, CI S'.' OCT 16 1992 MAIL MAX MECH MED MFR MISC N ND NIC NO NOM NTH OC OD OFD OH OPG OPP MATERIAL MAXIMUM MECHANIC(AL) MEDIUM MANUFACTURE(R) MISCELLANEOUS NORTH (COORDINATE) NAPKIN DISPOSAL NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER(S) OUTSIDE DIAMETER OVERFLOW DRAIN OVERHEAD OPENING OPPOSITE PL PLATE PL OR I PROPERTY LINE PLAM PLASTIC LAMINATE PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PWD PLYWOOD R RADIUS (CURVATURE) R RESISTANCE R-- FACTOR RD ROOF DRAIN REF REFERENCE, REFER TO REQ REQUIRE(D) (LNG) REV REVISION(S), REVISED RM ROOM RO ROUGH OPENING SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION(S) S4 SQUARE STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STRUC STRUCTURAL SYM SYMMETRY,SYMMETRICAL SYS SYSTEM SO SQUARE S SOUTH (COORDINATE) SC SOLID CORE SD SOAP DISPENSER T TREAD TD TOWEL DISPENSER THK THICI■(NESS) TOC TOP OF CONCRETE TOL TOLERANCE TOS TOP OF STEEL TS STRUCTURAL TUBE TYP TYPICAL UBC UNIFORM BUILDING CODE UL UNDERWRITERS' LABEL VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL W WEST (COORDINATE) W WIDE FLANGE W WIDTH, WIDE WC WATER CLOSET WD WOOD W /O WITHOUT WR WATER RESISTANT WWF WELDED WIRE FABRIC SHEET JOB N0. O Ct V- r 1. S D is, 0 9 1991. -- ZVS' ■ ..7 it 4 Al DCA -9- 92033 92080 0W NO. 21- 05 - -A1 28OA0O1N TEW INCLUDE IN SET DRAWING NO. O 21 -05 -A0 21-05-Al 21 -05 -A2 0: 21 -05 -S2 • 21- -05 -S3 • 21- 05 -S10 a 21-05-S11 • 21-05-1560 I. 21- 05 -1S61 • 21- 05 -S280 6 21- 05 -S500 21 -05 -5501 21- 05 -C290 21- 05 -0500 21 - -05 -M2A 21- 05- -1M141 21- 05-- 1M143R 21- 05 -1M143 21- 05 --M450 21- 05 -M451 21- 05 -M500 SHEET NO 21 -05 -E1 E1 21- 05 -E37R E37R 21-05-E38R E38R O 21- 05 -E450 E450 • 1- 05 -E451 ._. _-- E451 O 21-- 05 -E452 E452 ® 21- 05 -E453 £453 O 21- 05 -E454 E454 21- 05 -E455 E455 O 21- 05 --E456 E456 21- 05 -E457 E457 O 21- 05 --E458 E458 21- 05 - -E459 E459 O 21-- 05 --E500 E500 21- 05 -E501 E501 C} 21-05-E502 E502 21-- 05-E503 E503 21- 05 -E504 I E504 21- 05 -E505 E505 AO COVER SHEET Al KEY SHEET A2 INDEX OF DRAWINGS 0290 SUBDRAIN SYSTEMS C500 SUBDRAIN DETAILS M 2A 1M141 1M 143R 1M143 M450 M451 M500 JOBS FOUNDATIONS GENERAL STRUCTURAL CIVIL ELECTRICAL DRAWING TITLE DATE SW 08.24.9 • 08.24.9 09.24.9 • 08 .24.92 07.31.92 08.24.92 S2 STRUCTURAL GENERAL NOTES B 09.24.92 53 PARTIAL FLOOR PLAN : B 09.24.92 510 FOUNDATION PLAN - PILING ORIG 07.31.92 S 11 FOUNDATION PLAN - PILING 1560 CONCRETE PLAN - JOBS FOUNDATi0N5 `1, & 13 ORIG 07.31.92 1561 CONCRETE PLAN -- JOBS J4 & FBOF TOOLS END A 08.24.92 5280 FOUNDATION SECTIONS & DETAILS A 08.24.92 5500 SECTIONS & DETAILS A 08 24,92 S501 SECTIONS & DETAILS A 09.24.92 MECHANICAL EQUIPMENT SCHEDULE PLUMBING PLAN - FIRST FLOOR PLUMBING PLAN - FIRST FLOOR PLUMBING PLAN -- FIRST FLOOR - REMOVAL PLANS - JOBS #1, # & #3 REMOVAL PLANS - JOBS #4 SECTIONS Sc DETAILS KEY SHEET 208Y/120V POWER PLAN -- REMOVAL 208120V POWER PLAN - REMOVAL GROUNDING - DETAIL PLANS GROUNDING - DETAIL PLAN-_ -___ LIGHTING -- DETAIL PLANS LIGHTING - DETAIL PLANS 208YJ120 VOLT POWER - DETAIL PLANS 208V120 VOLT POWER - DETAIL PLANS 480277 VOLT POWER -- DETAIL PLANS 4f VOLT POWER DETAIL PLANS NETWORK (COMPUTERS) -- DETAIL PLANS NETWORK (COMPUTERS) - DETAIL PLANS DETAILS - LIGHTING DETAILS - 208Y / 120 VOLT POWER DETAILS - 8OY/2 7 /VOLT POWER DETAILS - 480Y/277 VOLT POWER DETAILS - 480Y�277 VOLT POWER DETAILS -• GROUNDING A ORIG ORIG ORIG ORIG A OR1G ORIG A ORIG A ORIG REVISION 08.24.92 07.31.92 09.24.92 09.24.92 09.24.92 09.24.92 08.24.92 08.24.92 07.31.92 07.31.92 07.31.92 08.24.92 08.24.92 08.24.92 08.24.92 07.31.92 07.31.92 08.24.92 07.31.92 08.2.4.92 07.31.92 DY APPROVED DATE SHEET NO. NCLUDE IN SET 1 DRAWING NO. SHEET NO. 07.31.92 A GENERAL REVISION - DELETE JOBS j/4 JW ICC DS GENERAL REVISION - DELETE JOBS #4 JW CC DS INCORPORATE CITY REVIEW COMMENTS JW WH DS _...o .. _..r. ..... r ,........._......... REVISION ©Y APPROVED 0 1STHS INCH 1 INDEX OF NCLUDED IN SET DRAWING NO. FACILITIES DEPARTMENT II1III1IIIIIII1iI1111111IIlII111I111l111Ii11I11111IhJIliltilll. I "II IIIIIIIIIIIII(iiIIIIII JI IjIIIIIIIIiiIIIIII111Il1IIi jEtLii1 2 3 4 5 Y 6 7 8 NOTE: If the enicrofiimed docuient is less clear than this notice, It is due to the quality of the original document. DRAWINGS DRAWING TITLE L 1 AUBURN, WA. 98002 E VERET I , WA. 98201 [� KENT, WA. 98031 L. J PORTLAND, OR. 97220 [TRENTON, WA. 98055 • SEATTLE, WA. 98124 DATE bbWO REGISTERED Alf ITEC JAY S YA LLACE TATE OF WASHINGTON 11111111 1111! IIIIIIIIIil !IIIIIIIIIII111111II111IIIII 9 10 11 iaDE.GERmAnY 12 0€ 6Z 86 LZ 9Z 57. h CZ ZZ lz 0z 6l 8t L 91 Sl iiL £t Z LL 01, 6 8 L 9 E Z ( t riry Q IIIII!I!I!I IlifI�II II !! 1111{ �!!! ii!! IIIII!!1III { Illi!iIII {!IIIi1 ;i JI lL1!!>!L!!..11llI! i1 ! 1�!! �III�I!!!!►! i!! I!!► 1{ IIl I�11 !lla[iiII {i!!!!!fi! {! ;i!!!!i! !I!II!!!1I!I!!i!i1iJi III !I!!I!! Its!! 1!! i!! 1! !!I!!!II!il!I!IIII!i!I�Ji!1�1!! {!!!! I!!!!{! in!! I!!! I!!!I!!!! {!1!!1tiii {!!!IiIIIIIi !iiiII!I A PP ACCEPTABILITY T IAS DESIGN AND /OR SPECIFICATION IS APPROVED ROW.L' BY DEPT. DATE P Y.T AINGER Z'WLISE E J G .WAL LACE `` nO TUM A 5' T ELKA DRAWING TITLE sUwn itE n7LE `.�._�...��.� ISSUE LEGEND DATE INDEX OF DRAWINGS BUILDING 21 -05 NOT YET ISSUED PREVIOUSLY ISSUED, NOT IN THIS RELEASE PREVIOUSLY ISSUED, REMOVED FROM SET IN THIS ISSUE NOT FOR CONSTRUCTION FOR REFERENCE ONLY ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION NOTE: REVISIONS TO DRAWING SHEETS ARE INDICATED IN THE LOWER LEFT CORNER OF EACH SHEET. THIS SET < REFLECTS REVISIONS SUMMARIZED IN THE LOWER LEFT CORNER OF THIS SHEET. OCT 1 6'992 S14 A2 CC J09 N0. DCA- 9- 92033 -92080 OW Ro. ARCHrrEC NRA . mASTER COL DC 21 -05 -A2 _:..�..,._. .._. _ 28OA002N JSW 10.14.92 10 :3 REINFORCEMENT LAP LENGTHS BAR SIZE #4 #5 # #7 #8 #9 #10 # ►I TOP BAR I ' -I I ' 2' -5" 2' I0 Y -8" 4' -9" 6'--0" T- -•8" 9'--6" OTHER BAR . I ' - I , - 2' -0" 2' -8 3' -6" 4' -4" 5m-6" 6'--9" REINFORCEMENT #4 ...... BAR MIN EMBEDMENT LENGTHS #5 _ #6 #7 #88 #9 #10° III 4' -I I ., I I '--3,. I ' -6, 2'-0" 2'_6„ 3' -2,. 4'--0" CODES AND SPECIHOATIONS DESIGN CRITERIA A. FOUNDATION LOADS 2. FBOF 510- -1000 3. FBOF 510 - 12,000 B. TOLERANCES C. E. A. UNIFORM BUILDING CODE -- 1991 EDITION B. AMERICAN NATIONAL STANDARD ANSI A58.I - 1982 C. ACI 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE D. CRSI MANUAL OF STANDARC PRACTICE - LATEST EDITION E. AISC MANUAL OF STEEL CONSTRUCTION - EIGHTH EDITION F. AWS STRUCTURAL WELDING CODE ANSI /AWS DI.1 -90 G, FACTORY MUTUAL ENGINEERING DIVISION STANDARDS H. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) REVISED NOTES, REMOVE 511 DWG. SLEEVE FBOF FOUNDATION & REVISE DIMENSIONAL ERROR 0 JOBS JOBS FOUNDATIONS: MOVING DRILLS MACHINE BED FLOOR LOADS I. EMBEDDED STEEL BEAMS: HORIZ AND VERT DEVIATION FROM A STRAIGHT LINE ALONG LONGITUDINAL AND HORIZ AXIS ± 1/8" FOR ENTIRE LENGTH. 2, THE JOBS AND FBOF FOUNDATIONS SHALL BE FLAT AND LEVEL. WITHIN 1/8" OVER THE ENTIRE LENGTH AND WIDTH. THE MAXIMUM DEFLECTION AT EACH ANCHOR BOLT, FROM THE WEIGHT OF THE TRAVELING DRILLS, (JOBS #I, 2, 3 AND 4) SHALL NOT EXCEED 0.002 INCH. TOTAL FOUNDATION DEFLECTIONS FROM THE TRAVELLING DRILLS, WHEREVER LOCATED, SHALL NOT EXCEED .005 INCH. THE DIFFERENTIAL SETTLEMENT AT FBOF FOUNDATIONS IMPOSED BY TOOLS AND WORK PIECE, SHALL NOT EXCEED .005 INCH. I. FLOOR SLAB LOAD: 2. UTILI ENCH COVERS: D. SEISMIC LOAD Fp = ZICpWp = TOTAL LATERAL FORCE Z = 0.30 FOR ZONE 3 I = 1.00 Cp = 0.75 56 KIPS(EACH) 1.25 KIPS /FT 14.5 KIPS 7.0 KIPS 1000 PSF AASHTO HS20- -44 5 TON CAPACITY FORKLIFT 10 TON ON A 10 "xI0" AREA 250 PSF AASHTO HS20 -44 5 TON CAPACITY FORKLIFT V = 0.225 WP TOTAL LATERAL FORCE SOILS AND FOUNDATION DATA I. REFERENCE: "REPORT, GEOTECHNICAL ENGINEERING STUDY, A -6 ASSEMBLY EQUIPMENT FOUNDATION, B U I L D I N G 21-05 T U K W I L A , WASHINGTON" BY: EARTH CONSULTANTS, INC. DATED: JULY 10, 1992. 2. PILES SHALL BE 18 INCH DIAMETER AUGER-CAST CONCRETE. THE AUGER -CAST PILES SHALL EXTEND A MINIMUM OF 35 FT BELOW EXISTING SLAB SURFACE. ALLOWABLE PILE CAPACITIES ARE TYPICALLY: 60 TONS FOR DOWNWARD LOADS AND 5 TONS FOR UPLIFT LOADS. VALUES MAY BE INCREASED 33% WHEN WIND OR SEISMIC FORCES ARE INCLUDED. 10 KIPS LATERAL LOAD IS ALLOWED FOR PILES SPACED A MIN OF 3 DIAMETERS. 3. FOUNDATION WORK AND AUGER -CAST PILES INSTALLATION SHALL BE MONITORED BY THE OWNER'S SOILS ENGINEER. FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY SOILS ENGINEER PRIOR TO PLACING CONCRETE. 4. HIGH STRENGTH GROUT MIX FOR AUGER-CAST PILES SHALL DEVELOP A MINIMUM f'c - 4000 PSI AT 28 DAYS. PROVIDE A MINIMUM OF 10 SACKS OF CEMENT PER CUBIC YARD OF GROUT. 5. 6. ON-GRADE FLOOR SLABS AND FBOF FOUNDATIONS SHALL BE SUPPORTED ON A 18 INCHES OF . . F'LL. T .:. PA DEVELOPED BY REPLACING THE I MEET THE REQUIREMENTS DESCRIBED IN THE SPE STRUCTURAL L I• -- 'AINING SAND ROCK FOUND IOC -. ..,E 3" THICK CONC MUD SLAB OVER A AUGER-CAST PILE INSTALLATION AT PILE GROUPS SHALL BE SEQUENCED TO INSURE THAT NO TRUCKS, HEAVY EQUIPMENT OR NEW PILE CONSTRUCTION BE ALLOWED WITHIN TEN FEET OF PILES LESS THAN 16 HOURS OLD. SEE SOILS REPORT FOR SPECIFIC RECOMMENDATIONS REGARDING PILE INSTALLATION. , , "40 D FILL AND SHALL OF STRUC �. I- I L -I ' L L TIONS. THE TOP 6 INCHES OF N GRA EL IR CRUSHED OBS ER A UCTURAL FILL F N OF 18 INCH .. COMPACTED S PER ABOVE. BACKF I LL FOR JOBS FOUNDATION MAY BE EITHER THE EXCAVATED MATERIAL. (UPON APPROVAL) COMPACTED AS REQUIRED OR CONTROLLED DENSITY FILL. REV1S'1O Q 3E F. DEWATERING E. SOILS AND FOUNDATION DATA (coat) IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE PROVISIONS IN HIS 8, ALLOWABLE SOIL BEARING PRESSURE 2500 PSF I. REFERENCE: "REPORT, GEOTECHNICAL ENGINEERING STUDY, A -6 ASSEMBLY EQUIPMENT FOUNDATION BUILDING 21-05 TUKWILA, WASHINGTON" BY: EARTH CONSULTANTS, INC. DATED: JULY 10, 1992. SUPPLEMENTAL DEWATERING RECOMMENDATIONS FORTHCOMING. MATERIALS AUGER -- CASTING EQUIPMENT AND PROCEDURES TO ENSURE THAT THE REINFORCING CAGE IS CENTERED WITHIN THE AUGER -CAST GROUT AND TO PROVIDE ADEQUATE COVER FOR THE REINFORCEMENT. STRUCTURAL STEEL I. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. ALL FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS 3, ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. 2. 4. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL. BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE OR OTHER FOREIGN MATERIAL. B. STRUCTURAL STEEL CONNECTIONS I. ALL BOLTS SHALL BE ASTM A325 UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS. PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER AND ONE HEAVY HEX HEAD NUT. 2. ALL ANCHOR BOLTS SHALL BE ASTM A307 UNLESS NOTED OTHERWISE. 3. ALL WELDING SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO C E R T I F I E D WELDERS I N ACCORDANCE WITH AWS AND A I S C SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. C. REINFORCING BARS I. CONCRETE REINFORCING BARS SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI- 318 -89 AND ACI 315. 2. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A6I5 GRADE 60. 3. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS, PLATES, ANGLES ETC. IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. 4. LAP ALL REINFORCING BARS PER TABLE BELOW. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF CONCRETE IS BELOW THE BARS, BAR LAP LENGTHS ARE BASED ON 0.8 REDUCTION FACTOR FOR BARS SPACED GREATER THAN 6" INCREASE BAR LENGTHS 20% IF BARS SPACED CLOSER THAN 6" 5. REINFORCING BARS SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: MIN COVER (INCHES) A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. EXPOSED 1'0 EARTH OR WEATHER #6 THROUGH ft 18 BARS 2 #5 AND SMALLER 1-1/2 C. NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: SLABS, WALLS BEAMS, COLUMNS FACILITIES DEPARTMENT 3/4 1-1/2 Ej AUBURN, WA. 98002 EVERETT, WA. 98201 D KENT, WA. 98031 L�7 PORTLAND, OR. 97220 LI REN TON, WA. 98055 SEATTLE, WA. 98124 1 1 11 1 1! I 1 11111 III 1 111111111I111111111111111111 111N1111 0 «m' 1 2 ` 3 4 5 6 7 8 NQTF: If the Microfilmed docuffient _ _ . is lase cF.ar than this notice, it is due to the quality of the prigi.nal document. I �I�III I I III II1III11111 g 10 D. CAST-IN-PLACE CONCRETE I. CLASS A: JOBS FOUNDATION: L . CEMENT: FLY ASH: 2. CLASS B: MUD SLAB: GENERAL I II I I 1 1111111111 11 µOEWGER 12 • OC 6z 8G /2 9Z GZ V? ' eZ ZZ tZ OZ 61. 8L L 9: St 4 71 Cl. Et U OL 6 8 L , 9 S 7 E z i L WW 0 ( IIIIIIII! IIIIIIIIiI�I11 11iIIIILIIIII!11 I�Ilillillllllillllll !Ililla!LIli11�11111111 1 11111 IIII !IIIII!!�IIILIlII!�I1L1.J III; IIIiIiIillliill1111Ji�IIlI�11l111 11�illlil111�1l1! 111111 1I !1111111illlillll�illllllllilli ,IIILIIIil11i111�1► 11111111111 111111{!IIIIIIII�IIIIIIIIIIIIII Md • S2J S3 S I O _ .. f'c: SLUMP: AGGREGATE'. SIZE: WATER REDUCING ADMIXTURE: OTHER ADMIXTURES: CEMENT: SLUMP: AGGREGATE SIZE: WATER REDUCING ADMIXTURE: OTHER ADMIXTURES: CEMENT: f'c: SLUMP: AGGREGATE SIZE: AIR CONTENT: WATER REDUCING ADMIXTURE: OTHER ADMIXTURES: FLOOR ELEVATION OF 15.1'. 3. CLASS C: FLOOR SLAB & FBOF TOOL FOUNDATIONS: FINISHE1 " RST ' !,I' 'ATUM ELEV DRAWING INDEX STRUCTURAL GENERAL NOTES PARTIAL FLOOR PLAN FOUNDATION PLAN - - -P I L ! NG LEREEEEEE-ALE 1.560. CON ROTE' ` A ^ ..,.; JOBS FOUNDATION #I, # #3 IS61 CONCRETE PLAN JOBS #4 AND FBOF TOOLS FOUNDATION S280 FOUNDATION SECTIONS & DETAILS S500 SECTIONS AND DETAILS 5501 SECTIONS AND DETAILS FINN TYPE II (5 SACKS MINIMUM) MINIMUM 100 Lb PER CU YD MAXIMUM 175 Lb PER CU YD 4000 PSI MINIMUM @ 28 DAYS 2 INCHES PLUS OR MINUS I INCH I -1/2 INCHES MAXIMUM AS SPECIFIED AND APPROVED NONE TYPE I 2500 PSI MINIMUM @ 28 DAYS 4 INCHES PLUS OR MINUS ! INCH 3/4 -- INCH MAXIMUM AS SPECIFIED AND APPROVED NONE TYPE I 4000 PSI MINIMUM @ 28 DAYS 4 INCHES MAXIMUM 7/8- INCH MAXIMUM 5 %f 1% AS SPECIFIED AND APPROVED NONE 4, DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION. ALL REFERENCE TO JOBS #4 FOUNDATION NOT IN THIS CONTRACT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES SHALL BE REVIEWED BY THE G . E R . e B . GENERAL CONTRACTOR SHALL COORDINATE AND /OR PROVIDE ALL ADDITIONAL FRAMING, OPENINGS, INSERTS, SLEEVES AND EMBEDMENTS SHOWN ON ARCHITECTHRAL AND CIVIL DRAWINGS THAT DO NOT APPEAR ON STRUCTURAL DRAWINGS. ION OF 0 CORRESPONDS E X I S T 4 HED 6. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305 AND 306 FOR AUGER CAST PILING AND ALL OTHER FOUNDATION WORK IN THIS CONTRACT. 7. FOR TESTING REQUIREMENTS FOR EACH MATERIAL, SEE TECHNICAL SPECIFICATIONS. 8. SHOP DRAWINGS OF ALL STRUCTURAL STEEL, STRUCTURAL STEEL CONNECTIONS AND PLACEMENT OF CONCRETE REINFORCING BARS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 9. THE STRUCTURAL. SUPPORT SYSTEM AS DETAILED FOR W8x67 BEAMS IS ONLY A SUGGESTED SOLUTION. THE CONTRATOR AT HIS OPTION MAY SUBMIT AN ALTERNATIVE DESIGN FOR REVIEW BY THE ENGINEER OF THE TEMPORARY SUPPORT SYSTEM FOR THE W8x67 BEAMS DURING CONSTRUCTION. THE INSTALLATION OF THE W8x67 BEAMS MUST MEET THE TOLERANCES SPECIFIED IN SECTION E3 OF THE DESIGN CRITERIA. EXPIRES 3/ 221 q 4 ACCEPTABILITY 1 s DESIGN AND/OR SPECrFICAT1oN 15 APPROVED APPROVED 8/ DEPT. DATE L. 1TLE ISHAHBAZIAN `lAHBAZIAN MVO VOOR nrisTELKA )AT /. moms T1TLE STRUICTURAI. MASTER COL BUILDING 2i -05 ABBREVIATIONS AB ANCHOR BOLT ABV ABOVE Al ALT ALTERNAT TE APPROX A APPROXIM BM BEAM BTWN BETWE BUILD BUS BOTTO O F STEEL, BOSOM (WELD SYMBOL) BOT BO] TOM Q CENTER LINE LAMB CAMBER CHKD CHECKERED C 1 P CAST-IN-PLACE CJ CONSTRUCTION JOINT CJP ... COMPLETE JOINT PENETRATION CLR CLEAR COMI COMPRESSION CONE CONN CONCRETE CONNECTION DB CTR CENTER CYL CYLINDER L. DOUBLE. DET DETAIL D,DIA,2� DIAf,�ETE:R DN DP DEEP DWL DOWEL(S) EA EACH EF EACH FACE ES EACH SIDE EW FL EACH WAY EXP EXPANSION . FLOOR EON ... FOUNDATION FI..G FLANGE FS FAR SIDE FTG FOOTING GALVAN 1 ZED GA CALV GAGE HR HAND RAILING HP HIGH POINT HORIZ HORIZONTAL INT INTERIOR INV INVERT ISF INSIDE FACE JT JOINT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT MATE MATERIAL. MUAU MAKE -UP AIR UNIT MAX MAXIMUM MFR . MANUFACTURER MIN MINIMUM MTL ... MATERIAL - NIC NOT IN CONTRACT NS NEAR SIDE NTS NPIECE O TO SCALE OC ON CENTER OPNG OPENING P P CS PLACES I� �` PLATE REARAD RADIUS REINF D REINFORCING, REINFORCED REF REFERENCE REQUIRED SECT ED II GRADE SCHEDULE SHT SHEET SIM SIMILAR SOG SLAB ON GRADE SPCC SPACING SP SUPPORT SQ SQUARE STD STAND ST L STEEL STIFF STIFFENER SYM SYMMETRICAL TEN TENSIO THD THREAD, THK THICK TYP TOS TOP OF STEEL TYPICAL N THREADED T&B TOP AND BOTTOM LJNO .,....., UNLESS NOTED OTHERWISE VERT VERT I C.AL WD WOOD 'r'!�f WITH CI(`s' CF �U�`d @lift W/O WITHOUT I:ppR0 'VE-D WP WORK POINT c, OCT 1 6 192 STRUCTURAL GENERAL NOTES Joe NO. COCA -9 -- 92033 - 92080 (WG NO. DC 21.05-S2 2GOS002N HS 09.24.92 12 :46 REINFORCEMENT BAR MIN EMBEDMENT LENGTHS -- T # #5 J T6 #7 # # i 1 4' -0" EL1E 14 f -1 1 " '--0" I '_3 I ' 2• - 2 , 4 „ 3 '- 2 „ BAR SIZE #4 .. ... #, .. # 7 #8 , + # fO III a.w.a..nwa I .. S Hk� T S 2 ..'. . . . OV s' i C5c3'T. TOP BAR ' I �-I I ' Il 2 -5 ' ' 2 -f 0 3 - -8' ' 4'-9" tl 6 , --0 7 , -8 . _ 9' OTHER BAR 1 ' -5" I ' -8H 2 -0" 2' -8' 3' -6 >•i 4' -4 5 , -6 " 6 ,_ 9 " .V .. Ty 4 cm,, C sfz£C4iICAY1QN i s A#�PR'� ; i G R, GATE ...$-.I,,..., .. �. ,�._.,.... .,.. >`t 18T1?lC ._ y.�.�...... ..r�.« .... .... STRUCTURAL �.... -.. . ... . .� .....�.,. . g .....�m. ....�. , .. ..�. .o...X. ! w� i "� 1 � � ' a.x ;, t I S Hk� T S 2 Of OV s' i C5c3'T. • CSAT ti r . ''' �FfAHB fAN TITLE STRUCTURAL ASTER COL 2iO5 , r __ -,. H` AH A7LAN ,x . DCA._g._92O33 "92O5O . ..� .w.. l 21.05 - S2 ,...,... ,,..,.T A ..�>. :.4. B. E. CODES AND SPECIFICATIONS G. H. INCORPORATE CITY COMMENTS A. UNIFORM B U I L D I N G CODE -- 1991 EDITION B. AMERICAN NATIONAL STANDARD ANSI A55 . i 1982 C. ACI 318 -89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE D. CRS I MANUAL. OF STANDARD PRACTICE - LATEST EDITION E. A I S C MANUAL OF STEEL CONSTRUCTION -- EIGHTH ED I T I ON F. AWS STRUCTURAL WELDING CODE ANSI/AWS Dl , I - -90 FACTORY MUTUAL ENGINEERING DIVISION STANDARDS AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGN CRITERIA FOUNDATION LOADS I, JOBS FOUNDATIONS: 2 MOVING DRILLS MACHINE BED 2, F F3OF 510- 1 1 , 000 3. FBOF 510-12,000 TOLERANCES 56 KIPS(EACH) 1,25 KIPS/F1 14.5 KIPS TO KIPS EMBEDDED STEEL BEAMS: HOR I L AND VERT DEVIATION FROM A STRAIGHT LINE ALONG LONGITUDINAL AND HOR 1 Z A X I S ± 1/8" FOR ENTIRE LENGTH. THE JOBS AND FBOF FOUNDATIONS SHALL BE FIAT AND LEVEL WITHIN 1/8" OVER THE ENTIRE LENGTH AND WIDTH. THE MAXIMUM DEFLECTION Al EACH ANCHOR BOLT, FROM THE WEIGHT OF THE TRAVELING D R I L L S (JOBS # 1 , 2 3 AND 4) SHALL NOT EXCEED 0,002 INCH . TOTAL FOUNDATION DEFLECTIONS FROM THE TRAVELLING DRILLS, WHEREVER LOCATED, SHALL NOT EXCEED .003 INCH. THE DIFFE=RENTIAL SETTLEMENT AT FBOF FOUNDATIONS IMPOSED BY TOOLS AND WORK PIECE , SHALL NO1 EXCEED .005 INCH. C. FLOOR LOADS I. FLOOR SLAB LOAD: 2. UTRLI !.INCH COVERS: '(\'' "`\...-‘,..." D. SEISMIC LOAD Fp = Z I CpWp = TOTAL LATERAL. FORCE Z = 0.30 FOR ZONE 3 I = 1.00 Cp O.75 > V = 0.225 WP TOTAL LATERAL FORCE SOILS AND FOUNDATION DATA 1. REFERENCE: "REPORT, GEOTECHNICAL ENGINEERING STUDY, A -6 ASSEMBLY EQUIPMENT FOUNDATION, BUILDING 2i -05 TUKWILA, WASHINGTON" BY: EARTH CONSULTANTS, INC. DATED: JULY 10, 1 992. 2, PILES SHALL BE 18 INCH DIAMETER AUGER -CAST CONCRETE. THE AUGER --CAST PILES SHALL EXTEND A MINIMUM OF 35 FT BE=LOW EXISTING SLAB SURFACE. ALLOWABLE PILE CAPACITIES ARE TYPICALLY: 60 TONS FOR DOWNWARD LOADS AND 5 TONS FOR U P L I F T LOADS. VALUES MAY BE INCREASED 33% V*-1EN WIND OR SEISMIC FORCES ARE INCLUDED. 10 KIPS LATERAL LOAD IS ALLOWED FOR PILES SPACED A MIN OF 3 DIAMETERS. 3. FOUNDATION WORK AND AUGER -CAST PILES INSTALLATION SHALL BE MONITORED BY THE OWNER'S SOILS ENGINEER. FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY SOILS ENGINEER PRIOR TO PLACING CONCRETE 4. HIGH STRENGTH GROUT MIX FOR AUGER-CAST PILES SHALL DEVELOP A MINIMUM f'c = 4000 PSI AT 28 DAYS. PROVIDE A MINIMUM OF 10 SACKS OF CEMENT PER CUBIC YARD OF GROUT. AUGER -CASK PILE INSTALLATION AT PILE GROUPS SHALL BE SEQUENCED TO INSURE THAT NO TRUCKS , HEAVY EQUIPMENT OR NEW PILE CONSTRUCTION BE ALLOWED WITHIN TEN FEET OF PILES LESS THAN 16 HOURS OLD. SEE SOILS REPORT FOR SPECIFIC RECOMMENDATIONS REGARDING PILE INSTALLATION. 6. ON- GRADE FLOOR SLABS AND FBOF FOUNDATIONS SHALL. BE SUPPORTED ON A , 18 INCHES OF" !M, fi E I'A L OF STRUC q „' El DEVELOPED BY REPLACING THE u h (; .) ,.., E -0 F'LL. _ ilrj''`i� ILL ..ALL MEET .H..IE REQUIREMENTS DESCRIBED I N THE SP- " T I ONS , THE TOP 6 INCHES OF STRUCTURAL E ,.. i,,, A NI 1G AND. i� r.E?'. r `R CRUSHED ROCK .v,.. Gas F OUNDr, i O S �� , . ..� ;`, .. • .,R G AND ' P , T . ER A 3" THICK CONC MUD SLAB OVER A MIN OF 18 INCH :, - COMPACTED S e r UCTURAL_ FILL PER ABOVE, BACKF I LL FOR JOBS FOUNDATION MAY BE EITHER THE EXCAVATED MATERIAL (UPON APPROVAL) COMPACTED AS REQUIRED OR CONTROLLED DENSITY FILL, w...++ w.. w.... w. vr. nr. +'Wr•a....ra.a.o.wwr.w.v�...w+w isw.wwa.......w.'w REV1S%ON BY .4a*v6 WH DS DATE 09.18.9 1000 PSF AASHTO HS20_44 5 TON CAPACITY FORKLIFT 10 TON ON A I l)" x 1 O" AREA 250 PSF AASHTO H5 0• -44 5 TON CAPACITY FORKLIFT 4 0n.r^.w.wv∎11. , r.. +- w '.•.w+ r.w'.7 A701 t V.Sig3r4 B E. saes AND FOUNDATION DATA (cont) DATE 18 TNS INCH 7, !T IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE PROVISIONS IN HIS AUGER- CASTING EQUIPMENT AND PROCEDURES TO ENSURE THAT THE REINFORCING CAGE I S CENTERED WITHIN THE AUGER- -CAST GROUT AND TO PROVIDE ADEQUATE COVER FOR THE REINFORCEMENT. 8 ALLOWABLE SOIL BEARING PRESSURE DEWAI•ERINC 2500 PSF I. REFERENCE: "REPORT, GEOTECHNICAL ENGINEERING STUDY, A - ASSEMBLY EQUIPMENT FOUNDATION BUILDING 21-05 TUKWILA, WASHINGTON" BY: EARTH CONSULTANTS, INC. DATED: JULY 10, 1992. SUPPLEMENTAL DEWATERING RECOMMENDATIONS FORTHCOMING. MATERIALS A. STRUCTURAL STEEL I, STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36, 2. ALL FABRICATION AND ERECTION SHALL COMPLY WITH AISC 3. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED I N CONCRETE, F I REPROCED OR FIELD WELDED SHALL NOT BE PRIMED. 4. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING, SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE OR OTHER FORE I GN MATERIAL. B. STRUCTURAL STEEL CONNECTIONS I. ALL BOLTS SHALL BE ASTM A325 UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS. PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER AND ONE HEAVY HEX HEAD NUT. 2, ALL ANCHOR BOLTS SHALL BE ASTM A307 UNLESS NOTED OTHERWISE. 3. ALL. WELDING SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL. BE PERFORMED BY WABO ! CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL N. BE E - -70 SERIES. C. REINFORCING BARS I. CONCRETE REINFORCING BARS SHAT..!_ BE DETAILED, FABRICATED AND PLACED iN ACCORDANCE WITH A0-318-89 AND ACI 315. 2 REINFORCING BARS SHALL BE DEFORMED BILLET STEEL. CONFORMING TO ASTM A615 GRADE 60. 3 . WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS, PLATES, ANGLES ETC. I S PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. 4. LAP ALL REINFORCING BARS PER TABLE BELO+N, TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF CONCRETE IS BELOW THE BARS. •REINFORCEMENT LAP LENGTHS , S P E C I F I C A T I O N S , BAR LAP LENGTHS ARE BASED ON 0.8 REDUCTION FACTOR FOR BARS SPACED GREATER THAN 6 I 1 JCREASE BAR LENGTHS 20% I F BARS SPACED CLOSER THAN 6" 5. REINFORCING BARS SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS •INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: MIN COVER (INCHES) A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. EXPOSED TO EARTH OR WEATHER #6 THROUGH # 18 BARS # AND SMALLER C. NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: SLABS, WALLS 3/4 BEAMS, COLUMNS 1-1/2 �.w.svowr.+,..wr� ma. moo.w•Ca.v.pur.�./+MO'nY:wwrwm. via.. a. e�'►. �. p... �" v.. www�.. �w. �. tbFV .w/.RTVa».u.wrvfwaa�rwn..x,. Z FACILITIES DEPARTMENT 0 AUBURN, WA. 98002 L_ EV'E RETT, WA. 98201 ['YEW WA. 98031 PORTLAND, OR. 97220. 0 REN TON, WA. .. 98055 SEATTLE, WA. 98124 III IiIIIIII TINT( IIIIIIIIIIIIIIIIIIi1IIIII '1111'l IIItII111I'!jrll IIEIIIli1IIII11f IIIIIIEJIIIJIl z !IfliIflllilllflillllllill I I +�111III 0 1 2 3 4 5 6 7 8 NOTE:' If the microfilmed document is less clear than this notice, it is due to the quality of the -priginai document. D. CAST -IN -PLACE CONCRETE 3 . CLASS A: JOBS FOUNDATION: CEMENT: FLY ASH: SLUMP: AGGREGATE SIZE: WATER REDUCING ADMIXTURE: OTHER ADMIXTURES: 2. CLASS B: MUD SLAB: CEMENT: SLUMP: AGGREGATE SIZE: WATER REDUCING ADMIXTURE: OTHER ADMIXTURES: J. CLASS C: FLOOR SLAB 8 FBOF TOO!. FOUNDATIONS. CEMENT: SLUMP: AGGREGATE SIZE: AIR CONTENT: WATER REDUCING ADMIXTURE: OTHER ADMIXTURES: 4 . D E S I G N MIX FOR CONCRETE SHALL CONSTRUCTION, GENERAL 4. F!NISHE: 52 STRUCTURAL GENERAL. NOTES S3 PARTIAL FLOOR PLAN S I O FOUNDATION PLAN-PILING S I I FOUNDATION PLAN- PILING 1560 CONCRETE PLAN JOBS FOUNDATION )TE, # " if 15'61 CONCRE •Tr PLAN JOBS #4 AND FBOF TOOLS FOUNDATION S280 FOUNDATION SECTIONS & DETAILS 5500 SECTIONS AND DETAILS $501 SECTIONS AND DETAILS .144mm r�'.c_ .z�.. ..��i�..,: » ,� a�.,..ar:.... h�_, .,..c:a.�a.�.DL -..., L.r.i.:�sY.°...A. �i'�i�..._.,. ..'�:,..5;- ...... t.: l•< ., � .. , c .., �:r,. - �-r .r...J F• .`}'' r�r, ��� ice!' 111 111111 111111111111111111 11111111111111111111 9 10 11 NAOEMOERMANY 1 • 06 6Z 8 II c LL 97.. SZ 47Z £ !! Z zz L 07 6L 8L Li 9L 5l *il £L 2l ll OL 68 ` 8 L , 9 S 1 i £ Z. L way 0 III11I1!111 11111TH! IIIi' IIIIIIIIII !!IIIIIIIII!I11111I IIll1111�11at1I11j. illI! IIIII11 !II!!III!111111IIIlilillll alllULli!III 1111 !!! lilEl1lll1111! 11!! IIIIi !1 11111! 1 !!IIIIII1111111111!1l!111111!I1 1111!( II11!! IIIIIIII! Illli! IIIIIIII!I TYPE ii (5 SACKS MINIMUM) MINIMUM 100 Lb PER :,U YE) MAXIMUM 175 Lb PER CU YD 4000 PSI MINIMUM @ 28 DAYS 2 INCHES PLUS OR MINUS I INCH 1--1/2 INCHES MAXIMUM AS S P E C I F I E D AND APPROVED NONE TYPE I 2500 PSI MINIMUM @ 28 DAYS 4 INCHES PLUS OR MINUS I INCH - 3/4 -• INCH MAXIMUM AS SPECIFIED AND APPROVED NONE TYPE I 4000 PSI MINIMUM 4 INCHES MAXIMUM 7/8 -- INCH MAXIMUM AS S P E C I F I E D AND APPROVED NONE 23 DAYS BE SUBMITTED TO THE ENGINEER TO CONTRACTOR SHALL VERIFY ALL DIMENSIONS 1 N THE FIELD, ANY VARIATIONS FROM THE DRAWINGS SHALL. BE BROUGHT TO THE ATTENTION OF. THE ENGINEER. SHALL BE PROVIDED, ANY PROPOSED FIELD CHANGES SHALL BE REVIEWED BY THE GENERAL CONTRACTOR SHALL COORDINATE AND /OR PROVIDE ALE. ADDITIONAL FRAMING, OPENINGS, INSERTS, SLEEVES AND EMBEDMEN T S SHOWN ON ARCHITECTURAL AND CIVIL DRAWINGS THAT . E)G NOT APPEAR ON STRUCTURAL DRAWINGS. ATUM ELEV ION OF 0 . CORRLSPONDS ' I S Y: ` SHED FLOOR ELEVATION OF 5. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305 AND 306 FOR AUGER CAST P I L ENG AND ALL OTHER FOUNDATION WORK I N THIS CONTRACT. FOR TESTING REQUIREMENTS FOR EACH MATERIAL, SEE TECHNICAL SPECIFICATIONS. 7. SHOP DRAWINGS OF ALL. STRUCTURAL STEEL, STRUCTURAL. STEEL_ rn'nirCTIONS ANC) PLACEMENT OF CONCRETE REINFORCING BARS SHALL BE SUBMITTED TO THE ENGINEER F � GP REVIEW PRIOR TO FABRICATION, .ABBREVIATIONS AB ANCHOR BOLT ABV L ABOVE Q AT AL_TF.R�`JATE APPROX A PPROX I MATE. BM BEA BTWN BE: T E N BLDG BUILDING [305 BOTTOM OF ST ST EEL, BOSOM (WELD SYMBOL) BOT BOT i OM CE:NTE R LINE C` >MB CAMBER C!IKD CHECKERED CAST-IN-PLACE CJ CONSTRUCTION JOINT . • COMPLETE E JOI NT PENETRATION ` �' CLEAR COMP COMPRESSION CO ?vC CONCRETE CONN CONNECTION CTR CENTER CYL CYLINDER DBL DOUBLE QET DETAIL , 1 : .. , DIAMETER lON ... DO NN DP D L: P OWL DO IE:.I_ (S ) EA .... EACH [F ......, EACH FACE ES EACH SIDE E'A! EACH WAY PRIOR EXP ii : ON FL FLOCR FIDE' FOUNDAT 1lNJ I FLANGE FS FAR SID ' FTG FOOTING _J GALV GA(_VAN ! OED GA GAGE I . HR HAND RA I I_ I NC HP ... HOR HIGH �P^`O I NT HOR IZ ONTAL 2. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS 'BUR I NG CONST 'l_UC T I ON I NT i NTE R F VG E I I'iV INVERT w - N., � 1St .,.,. INSIDE FACk JT J O I N T K, KIP i_t.Ef LONG LEG HORIZONTAL NT IR UNIT LLV LONG LEG VERTICAL I P L.OW POI MAIL. MATER I A f_ MUAU MAK - UP A MAX MAXIMUM MER MANUFACTURER MIN MINIMUM MT1 .,, , , MATERIAL INEC NOT IN CONTRACT NS NEAR TO ; NOT SIDE SCALE ON CENTER 1tiG E T i DAR C;PEN E I NS G REINFORCING, RElNFORREINFORCED RE:FER[NCE PC F'1ECE S DRAWING INDEX PLAC 8 . TH S T RUC i UJRAL. SUPPORT SYSTEM AS DETAILED FOR W8x67 REAMS I S ONLY A 11' PLATE SUGGESTED SOLUTION. THE CONTRATOR AT HIS OPTION MAY SUBMIT AN ALTERNATIVE RADIU DESIGN FOR REVIEW BY THE ENGINEER OF` THE TEMPORARY SUPPORT SYSTEM FOR THE REINF W8x67 BEAMS DURING CONSTRI.ICT ION. THE INSTALLA'i ION OF THE W8x6? BEAMS MUST REF MEET THE TOLERANCES SPECIFIED I N SECTION B OF THE DESIGN CR I TE:R I A . D RE QU I f ?ED SECT ION E SCHED EDUL SLIT ET SIM ........ OILAR SOG ON GRADE SPCC . CING PORT T�}I( °tdltl� ARE ; { p (� EZ d \) D �� STL EI ST 1 Fc FF•ENER `,. O SYM ETR I CAL _ -- --°- °TEN I Oft L. T 1.1D , , ... EAD , THREAIDED I HI : Ei TOS CIF S . I.. E TYP ICAL TO AND BOTTOM U "!0 UNLESS NOTED OTHERWISE VERT VE R T I C;AL. WD . WOOD W;' WIT H W/O . W I l HOLIT WP ....... , ... WORT: PO NTH .:1 ri:. 7..:".3 Ii'l pi t r r oBsourr El %.I V ' SEP 2 1 1992 Ilj ........-- . , . • • /4..YaMii.'612IMIN.IINIMANIMINA.....-.. .-...... -- — -- C --'" ------L- -,e.r.a."-ern T.V. ,,,,,,,,.. T . , - 4 , . 2,..-, 1 ----,—, ..—... •,,,,,,,,,, ,r,te^... 4,,,,, .."7.7 . . ■ • p,•■•.< er ,st,..,,,,V...- :-TTS,^-clt t■r-- .3,- trna-,nr:Nort ._ _ --,..-......, •.--.--7,-..,e,,,,,--.- ss,„,,..„, __________ ---r-r-i------ ..............____ ................. „..________. .. , . -----4-----7-1711r4g1T-rirgaseavlavlwar--- -----' ----m — --- — -- — —.—___----____—____,Nr.TwAr.r.c.:-_-- I warsvegesournmegmaarer.r.....•,...........nammnamornoormay REvi.sioN REMOVE J03 #4 FROM CONTRACT, REVISED AND ADD NOTES. SLEEVE FBOF FOUNDATIONS & REVISE DIMENSIONAL ERROR @ JOBS E) r p"- i_tJ t - t ---------- - I immr.orros....‘ouratamo SIM -11■11~0•10.1.1...”16, OWL- - d• 4.111■11.6.601d4Idedd 11A. d76 Ne•1■4 -- ------------------------ RE %IBSEN 4 1/2" V j: " _ 4 —if 1}-Pf L MPH eft", 4'- JOBS #1,2,3 FDN EDGE (TYR) S3 S50 1 17' - 21' -4" IL ; fl f . _11 I 4 , 4 -- 1 I I V— 1 1- - _ ji .11 hi i r!iirTil ii fT I I F, - 1 PARTIAL FLOOR PLAN -- 77 - 77 . 776 16' 8' 0 8' 16' SCALE: 1/16"=V-0" Ahen.wwwww. Aba...[•■••••••■••rwa...... BY S M [)'\ S3 S5 01 78'-6 i /2" oda no - ore......m.snantwasan sm."- 510 ATION AND -CUT LINE E SHT 1S61 SA SEE 32' NMI Om .1. - S3 S50 I CUT LINE HT 1S61 EXIST BLDG COLS VAIIIMINdion.ddlias •014....001111.7{000 Ime • well 1 1•11..441,110.1dVd=1.11.111 - IMO • IOW dIld111111.11.1dnadld 64' FACILITIES DEPARTMENT / S,3] 5500 GATE-T'YP F. PLACES SEE SHT 5500 FOR DETAIL 83'-4" 0 I 1 01c ■•••••••=4.2.017 11111.1.0101I \ FOR JOBS #1, 2 & 3 ENLARGED PLAN SEE SHT 1S60 AUBURN, WA. 98002 ri EVERETT, WA. 98201 ri KENT, WA. 98031 PORTLAND, OR. 97220 El RENTON, WA. 98055 111 HARTLE, WA. 98124 VV V itiliiiiiiiipilitilpirpfilliiiiiipilpillwilliiiiiii rji . 4 11111 1111111111111111111111 11 11111111111 111111111! 11111 H1111111 5 - - ;....-_ -..:- 7 8 NOTE: if the ml.crofilied document Is le clear than this notice, it is due to the quality of the original document. 0 la 111$ INCH • 3 F 510-11000 FOU DATION AND j ar* • fAllamoolaarenInnel..... 4i‘. WILD IMAIr MIldirdolddaImel, Id -AMP IINAdedIPIIIIMMIllhyi 40.110■Mildidlodolfal I • 3 11:) I ; 1. t / ; • " EXPIRE222 I 1 !; 1 II 11 ii r...„, li r ,! Ji •■■■•■•••■••MOVIA10100•11■••• 1 1 1 1 1 1 -1 1,11 1 1 1 1 1 1 1 1 11111111111111111111111111111 10 11 .ADE.H... 12 I 106 6 L G Z IpZ O /...1 91, Z l OL, , 9 1 78'-1 1/2" (G) , ; 1 ! i Ii ii \.) SNIPIIIISMIMIMNWIMR•91 Er H TT - 1617 - 1769T - Tfir — LE HAHBA,Z1AN FILL TITLE 11 ■ 01 ••••••••■•■■■laba...........•••••• 11 ) :CD HS DL WH DS 8.24.92 HS JSW WH DS 9 24.92 APPROVED DATE S71.1 APPROVID THIS DESIGN AND/OR cprricATION IS APPROVED APPROVED BY ACCEPTABILITY DEPT. PATE FINAHBA71AN TeVOOR AnrisTo KA 8.4.92 R 131> NEW 8" ■ -DEPTH. TH CONC SLA' / #4 12 EW MID 7 6 SAW-CUT EXIST SLAB 20'-0"± FROM JOBS #1, 2, FOUNDATIONS 4 AND 10'-0" FROM END OF PIT UNLESS SHOWN OTHERWISE. [21> LOCATE GUARDRAIL sq 11'.--6"± FROM JOBS #1, 2„3 FOUNDATIONS AND AS DIMENSIONED FROM THE EN OF THE PIT. INSTALL NEW TRENCH PER (Th_ S3 iS50 I CONS1.. PARTIAL FLOOR PLAN NEW 12" THK CONC SLAB W/ #4 @ 18 EW, T&B, WI EXPANSION JOINT ALL AROUND. TERMINATE EXISTING TRENCH PER KEY PLAN NUT SCALE c. OCT 1 6 1992 .1111•1•1011:11l1MINVIMIII.11 .111014141.MleSMIIFIMIIRSi 1, 3 .10■11pliblealiCAIIIKTOPMOIMIIIIIIIIMO OMMaramenow 1 0 0 111EIKIMYKS.000.11110.1.../. SHEET JOB NO. S31 S50 I WHERE NEW TRENCH ABUTS EXISTING, EPDXY GROUT #4x2'--0" @ 12 W/ HILTI HIT C-100 ANCHORS TO WALLS AND TRENCH FLOOR SLAB PRIOR TO CASTING CONC FOR NEW TRENCH. FOR ELECT DUCT BANK AND MODIFICATION TO THIS TRENCH SEE S3 S501 (a) S3 BUILDING 21-05 DCA-9 -92033-92080 7 5) OF DWG HO. STRUCTURAL MASTER COL D5-S3 28030061 BK 07.15.92 280500a:,..115221,212/8:53 I • I 1 --H / i / e 7 ' / , / 7 / ,, / , ' /, ' :-./ ,,,,"' . . • I ///// ' ‘ ----( • warsvegesournmegmaarer.r.....•,...........nammnamornoormay REvi.sioN REMOVE J03 #4 FROM CONTRACT, REVISED AND ADD NOTES. SLEEVE FBOF FOUNDATIONS & REVISE DIMENSIONAL ERROR @ JOBS E) r p"- i_tJ t - t ---------- - I immr.orros....‘ouratamo SIM -11■11~0•10.1.1...”16, OWL- - d• 4.111■11.6.601d4Idedd 11A. d76 Ne•1■4 -- ------------------------ RE %IBSEN 4 1/2" V j: " _ 4 —if 1}-Pf L MPH eft", 4'- JOBS #1,2,3 FDN EDGE (TYR) S3 S50 1 17' - 21' -4" IL ; fl f . _11 I 4 , 4 -- 1 I I V— 1 1- - _ ji .11 hi i r!iirTil ii fT I I F, - 1 PARTIAL FLOOR PLAN -- 77 - 77 . 776 16' 8' 0 8' 16' SCALE: 1/16"=V-0" Ahen.wwwww. Aba...[•■••••••■••rwa...... BY S M [)'\ S3 S5 01 78'-6 i /2" oda no - ore......m.snantwasan sm."- 510 ATION AND -CUT LINE E SHT 1S61 SA SEE 32' NMI Om .1. - S3 S50 I CUT LINE HT 1S61 EXIST BLDG COLS VAIIIMINdion.ddlias •014....001111.7{000 Ime • well 1 1•11..441,110.1dVd=1.11.111 - IMO • IOW dIld111111.11.1dnadld 64' FACILITIES DEPARTMENT / S,3] 5500 GATE-T'YP F. PLACES SEE SHT 5500 FOR DETAIL 83'-4" 0 I 1 01c ■•••••••=4.2.017 11111.1.0101I \ FOR JOBS #1, 2 & 3 ENLARGED PLAN SEE SHT 1S60 AUBURN, WA. 98002 ri EVERETT, WA. 98201 ri KENT, WA. 98031 PORTLAND, OR. 97220 El RENTON, WA. 98055 111 HARTLE, WA. 98124 VV V itiliiiiiiiipilitilpirpfilliiiiiipilpillwilliiiiiii rji . 4 11111 1111111111111111111111 11 11111111111 111111111! 11111 H1111111 5 - - ;....-_ -..:- 7 8 NOTE: if the ml.crofilied document Is le clear than this notice, it is due to the quality of the original document. 0 la 111$ INCH • 3 F 510-11000 FOU DATION AND j ar* • fAllamoolaarenInnel..... 4i‘. WILD IMAIr MIldirdolddaImel, Id -AMP IINAdedIPIIIIMMIllhyi 40.110■Mildidlodolfal I • 3 11:) I ; 1. t / ; • " EXPIRE222 I 1 !; 1 II 11 ii r...„, li r ,! Ji •■■■•■•••■••MOVIA10100•11■••• 1 1 1 1 1 1 -1 1,11 1 1 1 1 1 1 1 1 11111111111111111111111111111 10 11 .ADE.H... 12 I 106 6 L G Z IpZ O /...1 91, Z l OL, , 9 1 78'-1 1/2" (G) , ; 1 ! i Ii ii \.) SNIPIIIISMIMIMNWIMR•91 Er H TT - 1617 - 1769T - Tfir — LE HAHBA,Z1AN FILL TITLE 11 ■ 01 ••••••••■•■■■laba...........•••••• 11 ) :CD HS DL WH DS 8.24.92 HS JSW WH DS 9 24.92 APPROVED DATE S71.1 APPROVID THIS DESIGN AND/OR cprricATION IS APPROVED APPROVED BY ACCEPTABILITY DEPT. PATE FINAHBA71AN TeVOOR AnrisTo KA 8.4.92 R 131> NEW 8" ■ -DEPTH. TH CONC SLA' / #4 12 EW MID 7 6 SAW-CUT EXIST SLAB 20'-0"± FROM JOBS #1, 2, FOUNDATIONS 4 AND 10'-0" FROM END OF PIT UNLESS SHOWN OTHERWISE. [21> LOCATE GUARDRAIL sq 11'.--6"± FROM JOBS #1, 2„3 FOUNDATIONS AND AS DIMENSIONED FROM THE EN OF THE PIT. INSTALL NEW TRENCH PER (Th_ S3 iS50 I CONS1.. PARTIAL FLOOR PLAN NEW 12" THK CONC SLAB W/ #4 @ 18 EW, T&B, WI EXPANSION JOINT ALL AROUND. TERMINATE EXISTING TRENCH PER KEY PLAN NUT SCALE c. OCT 1 6 1992 .1111•1•1011:11l1MINVIMIII.11 .111014141.MleSMIIFIMIIRSi 1, 3 .10■11pliblealiCAIIIKTOPMOIMIIIIIIIIMO OMMaramenow 1 0 0 111EIKIMYKS.000.11110.1.../. SHEET JOB NO. S31 S50 I WHERE NEW TRENCH ABUTS EXISTING, EPDXY GROUT #4x2'--0" @ 12 W/ HILTI HIT C-100 ANCHORS TO WALLS AND TRENCH FLOOR SLAB PRIOR TO CASTING CONC FOR NEW TRENCH. FOR ELECT DUCT BANK AND MODIFICATION TO THIS TRENCH SEE S3 S501 (a) S3 BUILDING 21-05 DCA-9 -92033-92080 7 5) OF DWG HO. STRUCTURAL MASTER COL D5-S3 28030061 BK 07.15.92 280500a:,..115221,212/8:53 — ACaPTABiLiTy THIS DESK:Pi AND/ON ED •see med:KM IS APPROV - DtvgikliM T ••■•••WFX7X8 SUBTITLE PARTIAL FLOOR PLAN _ - '..r • I DIt CU( 0 I I E E HAHt3AZI ' BUILDING 21-05 STRUCTURAL WISTER COL D-GZ -8 oc ....._ 1 DEPT. .,...,....... ii. . .. , , ,- 7 ,. ---r 4 .--•7 4 - ' / ....4 — ---f .. / ..- / . • / / 'rriboR olie: Fre 21.05 - --- A rt r AMISA I S4. — ACaPTABiLiTy THIS DESK:Pi AND/ON ED •see med:KM IS APPROV - DtvgikliM DATE ••■•••WFX7X8 SUBTITLE PARTIAL FLOOR PLAN -- TX . gArqgZ5ir -TT, oza-t-vot sta-i---- ----)------ S DIt CU( 0 I I E E HAHt3AZI ' BUILDING 21-05 STRUCTURAL WISTER COL D-GZ -8 oc ....._ APPROA: 0 13 T DEPT. DATE. , c At'PAH_BA: i N , .. 1 00 NO. rte s A (1 t% •Itt V 7 ..,._ .... , . . ..... el .1 rt rv't 0 1 ..A.; 'rriboR olie: Fre 21.05 - . A rt r AMISA I S4. REVISiDN us, k APPPOVED .0.1.001.111/..klakk•Nk Mika Mirk ANN.1111MEMIMINIkallkOMOND - kkft ukkoskommakkokkaskakt • •Plilt INC% -111■11.7.1•11■101/10C~111.0114 kVA. C 4 0 ) 4 lg Iteettum....out Woul.N.Utu •*rds.....s■Icrovu Mak*.teu vwuev...ftre. ,ou.u.wmoo t mmuskammarm,MoUl uutt..,* uotrumuut04 wo*turaummtutut ItUlorWlerfo,117■41.70.1■70.11,.1,1.004.4441.1.* OW. AU, 91.101.14.111742014~11460 MO, 40011010.11.11000ilaINVIMIN4.04,kike-9•4 . *14kkkRIVA•11431010114 . 46110 tate ltkrir 01■18,111001M111610/6■11091 ORO 0110■ ZIkAtakOP.11124411103,4•110 OdOrniQUINktkVi■A‘Utkak■ a.: UV OklekkWINVO•041.14 771 1/ 2 ftE 1A SION DY 16' 8' 0 SCALE: 1/16"= 0 VS THS INCH ' -0" 78' 1/2" FBOF 510-12000 FOUNDATION AND SAW-CUT LINE SEE SHT 1S61 4'-0"1 - JOBS #1,2,3 FON S EDGE 8' 16' 111■■■■114■■■•■ FBOF 510-11000 FOUNDATION AND SAW-CUT LINE SEE SHT 1S61 32' ( EM PARTIAL FLOOR PLAN - 7 - 6 - fi.1 -0 .44 iffiterie FACILIITES DEPARTMENT EXIST CLOG COLS 64' ir ; . 83'- 4 LAN SEE • #1 2 Sc 3 ENLARGED P S Eff 1560 ....u.,.■eAvuu******uu,n.ursw.e.ouwet•osuw■•■",ftwe AUBURN, WA. EVERETT WA. KENT, WA. PORTLAND, OR. RENTON, WA. SEATTLE, WA. Q --„;A:r ' • • 1 1 ; 1 1 1 I I 1111,; I 1 I I I I ;III I I I V. 1 2 3 4 5 6 7 8 • NOTE: If the,microfilmed doCUMeat is leas clear than this notice, it is due to the quality of the original document. `1444 -- 5 - 8002 98201 98031 97220 98055 98124 I t 50 I 1,1 \ •?'.■ ‘`> _ It L L 1 1 - r • • - - • - - - - • - - S 50 I I fi r k e l a ~ 4 0 . 1 7 W 8 . 1 1 M i k t . 7 . — — . EXIST TRENCHES TYP Oft-" 4 O artouainowArnerAteaft - _ • ors.w.suc 78' -1 1/2" 1 111111111111111111111111111111111111111111111111111 10 11 " ADE IN C4R MANI 12 06 6e se 43 9Z 9:3 93 e3 33 T 0 , 61 It 41 91 C.'1 •1 et 31 11 01 6 8 4 9 9 C 1 "N IIII 1111111 1111111 III I I III! I I ii II hi I ! III 1h11i t!iIIIIILbIJJJiI JJ I III I (III!IlIIIIIIIiITI!E1]JJ JIIUIJ! !PI! I I I! !IIIi1! I!I !IIiI[I.FIiIII,iit I I !fI!IIIIItII1! IIh,II IIIIIJIIIIIIEI!!JII III!lI!IITI h! II III! I Ii III IiiIIIII I,I il IJIlIlil I 111111 JOBS #4 FDN L. 26' -0" o . _ NEW UTILITY TRE 4MutolitaYttoomuup •-■ mugs. utuuuuut, •••■■•• ■•■•■*.la I S3 SF10. I .11 - .1.49•1101111KOIC.011.4011,0 I I ! I - 1. 4 E.14 I I FOR JOBS #4 I ENLARGED PLAN SEE SHT 1S61 --- CATE-1YP 8 PLACES SEE SHT S500 FOR I DETAIL JOBS #4 FDN EDGE f k., '----- JOBS #1,2,3 FDN EDGE H F'iLE 280B0061 6 kokallkuokueu MVO • r P Bk: : 07,15.92 CONSTRUCT I ON NOTES : NEW 8' THK CONC SLAB W/ #4 12 EW MID-DEPTH. NEW 12" THK CONC SLAB W/ fY4 # 18 LW, T&B, WI EXPANSION JOINT ALL AROuND, INSTALL. NEW TRENCH PER TERMINATE EXISTING TRENCH S ;51S50 I PER 50 I WHERE NEW TRENCH ABUTS EXISTING, EPDXY GROUT #4x2)-0" 12 W/ HILT I HIT C 100 ANCHORS TO WALLS AND TRENCH FLOOR SLAB PRIOR TO CASTING CONC FOR NEW TRENCH FOR ELECT DUCT RANK AND moryncATIoN To THIS . TPENC41 SEF 5 0 KEY PLAN NOT TO SCALE OtI ‚4 RECEIVED CITY OF TUKWIL'' AUG 1 1 '1992 SAW-CUT EXIST SLAB 20'-0"± FROM JOBS #1, 2., 3, & 4 FOUNDATIONS (1; AND 10 FROM END OF Pif. LOCATE GUARDRAIL q, 11'- 6"i FROM JOBS #1, 2, 3 & 4 FOUNDATIONS ( AND 6'-.0" FROM END OF Pu (EXCEPT WHERE DIMENSIONED). 28050031 jCUI282 • .....4".••••••••••■eva4..W1•7••••■• F ACCEPTOUrt MS DESIDNI AND/OR SF tS APPROVED MAHM .P1144...0 DATE .0 P.A.M......... %emu FOUNDATION PLAN-PILING T OF V 4 • -1 " 1 I - ,sT S I i Tntt 1 BUILDING 21-05 STRUCTURAL WSTER _ COL _ D 7 --- . OATE Wil , .. P MH:AZA .... JCR NO. DCA-9-92033-92080 1111111111 TrIOOR in 8 4 VO M NO. 21.05-S10 1111 'MOT 1,KA I r / ......:...2 / , • r / —.. .. , . , , .....4".••••••••••■eva4..W1•7••••■• F ACCEPTOUrt MS DESIDNI AND/OR SF tS APPROVED MAHM .P1144...0 DATE .0 P.A.M......... %emu FOUNDATION PLAN-PILING . ''• ''' '''" LAW OF V 4 • -1 " 1 I - ,sT S E ' i , t Li Tntt 1 BUILDING 21-05 STRUCTURAL WSTER _ COL _ D 7 APPROVED eV . 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Wr1i0OR DCA-9-92033-92080 »; NO. i .t1 .5 3 TELKA 8.4.92 STRUCTURAL MASTER COL E—G /5-8 _ DC 21.05—S1 1 ( (1--1 _ ate / j F- 1— ridermaineyweborareeftlywo...... 21'-2" ri .N+ 1■4) _ t F PLAN-JOBS j/j._ 1/4 mamma.. emono•aftwatimpame.....6.0. oesanneme•ateamtvemameorlio Stomeso mmememeoufrool.walosooramor (49) 18"0 AUGER-CAST PILE vottemeetattateatattotattotttooletaxottott 1.11•4401*11101.11. cJ 0 le THS INCH 1 2 :1 ;Eli "0,117 FACILITIES DEPARTMENT ......AAtolamkeekeniume....}soakearecterootte.oheelbunetaeo.mileu,ele. 1.1111WW*40171.1.001ENT. **NOP.rsvolNow • AUBURN, WA. EVERETT, WA. El KENT, WA. • PORTLAND, OR. • RENTON, WA. SEATTLE, WA. 98002 98201 98031 97270 98055 98124 NOTE: If the microfifiled docUTilent'ia iesa than this notice, it is due to the quality of the original document. . k: r ., '' ..".. ".' .. .r" ? I i I I I I I I I 1 I I I I I I I I I 1 I I I I I I 1 1 I I I 1 I I I I 1 I I I I ill I 1 I I i I I 1 i I 1 I 1 I 1 El IV 1 1111111111111 I 1 I 111111111 I I 1111111111111111111111 1 iftwiltrilipoil,1 3 4 5 6 7 8 .. 9 } 1 is 04144•41 •• 44. • Vs.1\11 . .• :efr. t L.XPIP,E6 12;11 1 eA3 r ^. 11 WM MERWM 12 • OE 6 E Br LZ 9Z SZ Ez ZZ tZ 0? L. 9t It *it El "et LI OL 6 0 S i C O • 11 1111111111 : • - - loolf■01171.01...11.1.1111.1100.1. 4 ' 2' T FI.A&1*1QL1 NOJES WIDTH OF THE PIT ALONG THE FOUNDATION SHALL BE NO LESS THAN THAT INDICATED. INSTALL W4x13 TO SUPPORT COVER PLATES AT TRENCH INTERSECTIONS. WELD ALL AROUND TO L2x2x1 /4 TRENCH ANGLE. .3. WORK THIS DRAWING WITH 1S61. 0 KEY PLAN NOT TO SCALE 2 ' 4 ' GRAPHIC SCALE efteetvotootemmstmeautrd woolootworztraemostrawattueota.tromertosme 8' • pt. AUG 1 280S011U JCU 08.04.92 05:41 • • ':•••' • • . . ' T T t- , i t _.... .,.., . . 12YM REVI5ION OY APPROVED 1 DATE SYR REvociti B y APPROVEO DATE . - . —.*--. . Ili .1■■■■•••••■••■■■■••40.4./.10,0•10■016.■: 04./........19••■■•• 'ewe* • • liumeMentst wait • ' , . . . . •Ileworet ,PLegra■••••■••9 --- ACCEPTABILIfY DILIM DATE SOME --- SKYCIVIrISTP=VED 1 MT FOUNDATION PLAN - PILING SHEET APPROVED OY DEPT. WE S al l a l • A. AHBANN TITLE BUILDING 21-05 JOB NO, . Wr1i0OR DCA-9-92033-92080 »; NO. i .t1 .5 3 TELKA 8.4.92 STRUCTURAL MASTER COL E—G /5-8 _ DC 21.05—S1 1 ( (1--1 _ ate / j F- 1— ridermaineyweborareeftlywo...... 21'-2" ri .N+ 1■4) _ t F PLAN-JOBS j/j._ 1/4 mamma.. emono•aftwatimpame.....6.0. oesanneme•ateamtvemameorlio Stomeso mmememeoufrool.walosooramor (49) 18"0 AUGER-CAST PILE vottemeetattateatattotattotttooletaxottott 1.11•4401*11101.11. cJ 0 le THS INCH 1 2 :1 ;Eli "0,117 FACILITIES DEPARTMENT ......AAtolamkeekeniume....}soakearecterootte.oheelbunetaeo.mileu,ele. 1.1111WW*40171.1.001ENT. **NOP.rsvolNow • AUBURN, WA. EVERETT, WA. El KENT, WA. • PORTLAND, OR. • RENTON, WA. SEATTLE, WA. 98002 98201 98031 97270 98055 98124 NOTE: If the microfifiled docUTilent'ia iesa than this notice, it is due to the quality of the original document. . k: r ., '' ..".. ".' .. .r" ? I i I I I I I I I 1 I I I I I I I I I 1 I I I I I I 1 1 I I I 1 I I I I 1 I I I I ill I 1 I I i I I 1 i I 1 I 1 I 1 El IV 1 1111111111111 I 1 I 111111111 I I 1111111111111111111111 1 iftwiltrilipoil,1 3 4 5 6 7 8 .. 9 } 1 is 04144•41 •• 44. • Vs.1\11 . .• :efr. t L.XPIP,E6 12;11 1 eA3 r ^. 11 WM MERWM 12 • OE 6 E Br LZ 9Z SZ Ez ZZ tZ 0? L. 9t It *it El "et LI OL 6 0 S i C O • 11 1111111111 : • - - loolf■01171.01...11.1.1111.1100.1. 4 ' 2' T FI.A&1*1QL1 NOJES WIDTH OF THE PIT ALONG THE FOUNDATION SHALL BE NO LESS THAN THAT INDICATED. INSTALL W4x13 TO SUPPORT COVER PLATES AT TRENCH INTERSECTIONS. WELD ALL AROUND TO L2x2x1 /4 TRENCH ANGLE. .3. WORK THIS DRAWING WITH 1S61. 0 KEY PLAN NOT TO SCALE 2 ' 4 ' GRAPHIC SCALE efteetvotootemmstmeautrd woolootworztraemostrawattueota.tromertosme 8' • pt. AUG 1 280S011U JCU 08.04.92 05:41 • • ':•••' • • . . . •Ileworet ,PLegra■••••■••9 --- ACCEPTABILIfY DILIM DATE SOME --- SKYCIVIrISTP=VED 1 MT FOUNDATION PLAN - PILING SHEET APPROVED OY DEPT. WE S al l a l • A. AHBANN TITLE BUILDING 21-05 JOB NO, . Wr1i0OR DCA-9-92033-92080 »; NO. i .t1 .5 3 TELKA 8.4.92 STRUCTURAL MASTER COL E—G /5-8 _ DC 21.05—S1 1 ( (1--1 _ ate / j F- 1— ridermaineyweborareeftlywo...... 21'-2" ri .N+ 1■4) _ t F PLAN-JOBS j/j._ 1/4 mamma.. emono•aftwatimpame.....6.0. oesanneme•ateamtvemameorlio Stomeso mmememeoufrool.walosooramor (49) 18"0 AUGER-CAST PILE vottemeetattateatattotattotttooletaxottott 1.11•4401*11101.11. cJ 0 le THS INCH 1 2 :1 ;Eli "0,117 FACILITIES DEPARTMENT ......AAtolamkeekeniume....}soakearecterootte.oheelbunetaeo.mileu,ele. 1.1111WW*40171.1.001ENT. **NOP.rsvolNow • AUBURN, WA. EVERETT, WA. El KENT, WA. • PORTLAND, OR. • RENTON, WA. SEATTLE, WA. 98002 98201 98031 97270 98055 98124 NOTE: If the microfifiled docUTilent'ia iesa than this notice, it is due to the quality of the original document. . k: r ., '' ..".. ".' .. .r" ? I i I I I I I I I 1 I I I I I I I I I 1 I I I I I I 1 1 I I I 1 I I I I 1 I I I I ill I 1 I I i I I 1 i I 1 I 1 I 1 El IV 1 1111111111111 I 1 I 111111111 I I 1111111111111111111111 1 iftwiltrilipoil,1 3 4 5 6 7 8 .. 9 } 1 is 04144•41 •• 44. • Vs.1\11 . .• :efr. t L.XPIP,E6 12;11 1 eA3 r ^. 11 WM MERWM 12 • OE 6 E Br LZ 9Z SZ Ez ZZ tZ 0? L. 9t It *it El "et LI OL 6 0 S i C O • 11 1111111111 : • - - loolf■01171.01...11.1.1111.1100.1. 4 ' 2' T FI.A&1*1QL1 NOJES WIDTH OF THE PIT ALONG THE FOUNDATION SHALL BE NO LESS THAN THAT INDICATED. INSTALL W4x13 TO SUPPORT COVER PLATES AT TRENCH INTERSECTIONS. WELD ALL AROUND TO L2x2x1 /4 TRENCH ANGLE. .3. WORK THIS DRAWING WITH 1S61. 0 KEY PLAN NOT TO SCALE 2 ' 4 ' GRAPHIC SCALE efteetvotootemmstmeautrd woolootworztraemostrawattueota.tromertosme 8' • pt. AUG 1 280S011U JCU 08.04.92 05:41 • • ':•••' • • . . ( (1--1 _ ate / j F- 1— ridermaineyweborareeftlywo...... 21'-2" ri .N+ 1■4) _ t F PLAN-JOBS j/j._ 1/4 mamma.. emono•aftwatimpame.....6.0. oesanneme•ateamtvemameorlio Stomeso mmememeoufrool.walosooramor (49) 18"0 AUGER-CAST PILE vottemeetattateatattotattotttooletaxottott 1.11•4401*11101.11. cJ 0 le THS INCH 1 2 :1 ;Eli "0,117 FACILITIES DEPARTMENT ......AAtolamkeekeniume....}soakearecterootte.oheelbunetaeo.mileu,ele. 1.1111WW*40171.1.001ENT. **NOP.rsvolNow • AUBURN, WA. EVERETT, WA. El KENT, WA. • PORTLAND, OR. • RENTON, WA. SEATTLE, WA. 98002 98201 98031 97270 98055 98124 NOTE: If the microfifiled docUTilent'ia iesa than this notice, it is due to the quality of the original document. . k: r ., '' ..".. ".' .. .r" ? I i I I I I I I I 1 I I I I I I I I I 1 I I I I I I 1 1 I I I 1 I I I I 1 I I I I ill I 1 I I i I I 1 i I 1 I 1 I 1 El IV 1 1111111111111 I 1 I 111111111 I I 1111111111111111111111 1 iftwiltrilipoil,1 3 4 5 6 7 8 .. 9 } 1 is 04144•41 •• 44. • Vs.1\11 . .• :efr. t L.XPIP,E6 12;11 1 eA3 r ^. 11 WM MERWM 12 • OE 6 E Br LZ 9Z SZ Ez ZZ tZ 0? L. 9t It *it El "et LI OL 6 0 S i C O • 11 1111111111 : • - - loolf■01171.01...11.1.1111.1100.1. 4 ' 2' T FI.A&1*1QL1 NOJES WIDTH OF THE PIT ALONG THE FOUNDATION SHALL BE NO LESS THAN THAT INDICATED. INSTALL W4x13 TO SUPPORT COVER PLATES AT TRENCH INTERSECTIONS. WELD ALL AROUND TO L2x2x1 /4 TRENCH ANGLE. .3. WORK THIS DRAWING WITH 1S61. 0 KEY PLAN NOT TO SCALE 2 ' 4 ' GRAPHIC SCALE efteetvotootemmstmeautrd woolootworztraemostrawattueota.tromertosme 8' • pt. AUG 1 280S011U JCU 08.04.92 05:41 • • ':•••' • • . . """?...T. 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TYP 3 PLACES 7 TRENCH W12x58 38'- 6" 6 0" 1 1 -.0" •••••••••■••••,••••• W12x58 ?MI:W.2r ".„11.11 •m\Ivi P. / 1.171( ( -f- 4f A i CXPIRES 37 P 3„ UTILITY CHASE BELOW /01,MIRIPIPT.IPPW , I,....Y.' .111.1".102.0.11.1 011.P.110. /.0.411...10.,,e0411,30,0171.1.1.09•11,.■ ./..114.,100•01•FOReb. r1i 11111111111111111i111111111111 Iliiii11111111riTrMir 3 4 5 6 7 8 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. • _ . .0999•99919.99••••■•• UTILITY CHASE BELOW _ ACCEPTABRM rgs MESON AND/OP SPEMICAWN IS AFPROWS) - r - - APPROVED UT DEPT. 111 9 i• 10 11 NapegibERmo 12 to 08 6Z 8c L2 9Z se ve ez ez LZ OZ 6L St LI. 91 St Vt. Et 11 col, 6 8 L 9 G si C Z Q III wan.S/I ..461■10 E VICE BAY W12x58 "'JET \ . 1 - ' -- 1 -- : • • ! •• : 1 • - , - • I - ; - s - . - ■ — 1' , • • 1 - • - 1 I 7 ; - ; - 1 ... \ - WT6x8 BTWN W16x40 RAIL SUPPORT W16 COLS-TYP COLS (CONC ENCASED) WHERE SHOWN (CONC ENCASED) TIN.HM mairTLE E- !SHAH E3AZ IAN cH MAHBAAN A MOOR :6.1Th E L KA % ■••noi..V+Pal• CONCRETE PLAN JIBS FOUNDATION #1 #2 St #3 9I 6., 10.6.11 SLOPE W12x58 SYM ABOUT OC,EPT FOR EQUIP SUPPORT AREA j U-1 Li) LU jJ (1 - ) .7Z r ,,,, ........ 0 BUILDING 21-05 CONSTRUCT 1 ON NOTES : WIDTH OF THE PIT ALONG THE FOUNDATION SHALL 13E NO LESS THAN THAT INDICATED. INSTALL W4x13 TO SUPPORT COVER PLATES AT TRENCH INTERSECTIONS. WELD All AROUND TO L2x2x1/4 TRENCH ANGLE. 2' 8' ' Oti. ItIV,"•1 t , ppROV I 1q92. 6 ;en./ -- Fal..ut-4( 7 7 ,- Er iv5671— KEY ETA \I — NOT TO SOALE its-era s.HrE 61860 " (2) C9) '"A GRAPHIC SCALE No. DCA-9-920334208D TvW.:Wo 1 6 ' STRUCTURAL MASTER COL D-LPIL-2_ DC 21.05 1S6 wm.•••••••••■••fKle...*•••••■••••/........■•••••.. • 0 oanke0.... 280S0601 JCU /08.04 92 05146 <0.01041.100204....1.53.01~M.00. +whisk -F. REMOVE JOB #4 FROM CONTRACT BY 1 APPROVED 1 DAM 1 SYU HS DL IWEM DS ACCEPTABILITY -� THIS t)ESION AND /OR -� sp:anCARON is APPROVED APPROVED BY I D PT. 1 6 1992 "I� HM UAi — � T PLAN . - '6 ) rrLE FBOF TOOLS FOUNDATION ° �Y."SHAHBAZIAN I A ` BUILDING 21 °O5 l �YOOR `�$TELKA 8.4.92 STt3UCTU RN�I MASTER COL 0 -G /5 -8 KEY PLAN NOT TO SCALE CO OF TUKWft APPROVED OCT 19 1992 C . EIREBENIEN '..f08 NO DCA --9 92033 -92080 DwO NO. DC 21.05-1S61 28050611 JCUJ08.19.92!14:20 I/4' -I -0 C TYP ALL AROUND FBOF 510 - 12,000 TOOLS ZXJ NOTE: FOR FOUNDATION REINF SEE SHT S3, FLAG NOTE [z� 22' - On TYP ALL AROUND IS61IS50; FBOF 5tO-I 1 ,000 TOOLS FACILIT1ES DEPARTMENT 1 ` J WWZMailiNMMWO 0 16 THS INCH 2 3 4 5 6 00 Cn I NEW UTILITY TRENCH °O IN LINE W/ EXIST .. -_ ._ ...... 7 _. O NOTE: If the microfilmed document is lees clear than this notice, it is due to the quality of the priginal document. r AUBURN, WA. 98002 L� EVERETT, WA. 98201 KENT, WA. 98031 LJ PORTLAND, OR. 97220 Q REN TON, WA. 98055 IN SEATTLE, WA. 98124 11�1�1�1l1�1J111J 1 1J11I�III IIII�III�Ii1�il !(111�111I111�II'I�CIi I�111�I�I�11111jt11J1 llf�ill� lifl ljili ( !0 4' -2" TRENCH HP- - - - I TRENCH -t • r DIMENSION SYMM ABOUT - — w �- PLAN -JOBS /44 I _ • 1111H,111.1111111111111111111 9 10 11 MASEINGERMANY 12 0E; 6Z 8C LZ 9Z SZ 1 7Z CZ ZZ tZ 0e, 51 s LI 9! St ti U CI ZL ()I, 6 8 L 1 9 S -1 7 C 'II" 0 11 ■1; 111111 1i111111lll lii111111 IIIIIIIIIII! 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WELD ALL AROUND TO L2x2x1/4 TRENCH ANGLE. ......,e.__.._ 1111..,, �.�.,._.......v.._ .4, _�..�..,..w•...._.......�....., d.... ...._........�......._......... -1111 TYP ALL AROUND I S5OI 14' -0" FBOF 510-12 co commoaeasseRwommormacossontorcesswommecreagrvsers NOTE: FOR FOUNDATION REINF SEE SHT FLAG . NOTE [ + ustlN f BY .:r SansmseNobookrIC r 4 i 1111 't <. .zz. 1111.. 1111 1 0 r6 TRS INCH 1 22' -•0 ................... 0.111... ............,.,..101.......,..... C TYP ALL AROUND I s6 I s5O 1 FBOF 5IoI I ,000 TOOLS 1 - FACILITIES DEPARTMENT f. ; �h 11 �' Y . `� ! X... T •. - 11 : 11 a∎por ...,.m...... 4 1............,..,.._...._._.... s.e. _ __.._.,....,._. • ._._..._.- ._..... j ZU AUBURN, WA. C EVERETT, WA. C_.� KENT, WA. El PORTLAND, OR. a REN TON, WA. SEATTLE, WA. NEW UTILITY TRENCH IN LINE. W/ EXIST <t_ 98002 98201 98031 97220 98055 98124 notice, it is due to the quality of the original document. • I EXPI )EN q' t 1111 i : vi 1111,.. 11 ._...-_..^._ 4 Ii VIII! 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Il III�IIIl I IIIIIiillllll!IIIIIIIIIIIIIIII 11 1 DATE .0+awnrw+wa 44 ' 10 —On 6 , -0 „ -- CONT W8x67 RA TIP 3 PLACES : END U1•ILiT i ( _ � ) / ISO o TRENCH •LP k - - C OOLANT S MP -T'P .,.._._. t )TIL!TY TCM SE-TYP DATE PLAN-JOBS 14 W16x40 RAIL SUPPORT COI..S (CONC ENCASED) WT6x5 B1WN W16 COLS -_TYP WHERE SHOWN (CONC I NCASED\ TRENCH ' CHASE ,r • 1 147,SHAHBAZIAN 7§V.AHBAZA /Irk LKA 8.4.92 NEW UTILITY TRENCH IN LINE W/ EXIST EQUIP SUPPORT AREA 6" SO PIPING EXTEND FROM CHASE,' TO 6" SUMP-TYP 2 tX) BLOCKO(IT UT!LiTY` BELOW TOP OF PLACES 4' 4 E ! E PLAN JOBS #4 ADD FBOF TOOLS FOUNDATION ;;LDING 21-05 3 STRUCTURAL MASTER MASTER COL D —G/5 � 8 10 4.0412110041 crti1.0.1,1a.a.rrw v twne11vrun.r+et+0.1rn..+.,.w+ ∎~41.w KEY PLAN NOT TO SCALE 2' CONSTR.1CT I ON NOTES WiDTH OF THE PIT ALONG THE FOUNDATION SHALL BE NO LESS THAN THAT INDICATED, INSTALL W4x13 TO SUPPORT COVER PLATES AT TRENCH INTERSECTIONS. WELD AD. AROUND TO L 2x2x 1 /4 TRENCH ANGLE. GRAPHIC SCALE • r r r y •11,11 -- 8' LiGi i f�4>t 15 DCA- ••9_920 ,5 -92080 DC 21.05 -1%1 28EiS11 a;'C'8.U4.9 G2.t }1 16 ' tai• -iz Z fX TYP CAD SAW -CUT .)280 S280 BACKFILL PER SPECIFICATION NO SCALE NOTE: NEW UTILITY TRENCH NOT SHOWN FOR CLARITY - N I1=- - '=I1 =--111 S --. -- ALONG TRENCH BOTTOM - - ---�" #7 0 12 EW, T &B --. JOINT SEALANT EXIST 8" CONC SLAB - -., FOUNDATION -- BUT /FDN ---J I 1 LOWEST ( EL OF PILE @ - 35, -O' I / L 0 12 EW J NOTE: ALL. FOUNDATION REINF NOT CALLED OUT IS #70 12 OR #7 CONT ` — ROUGHEN EDGE 5" _ 1'_•7 DETAIL. 1 " =I ' -0 5280 S280 S280 8 #6 (CAGED) TAP PILE ELEVATION w C) U LL ED 1" PREMOLDED JOINT MATERIAL TOPPED W/ JOINT SEALANT TYP AROUND ENTIRE FOUNDATION -- 6 #9 TYP - r_ UTILITY I CHASE - ---± TRENCH #4x2' --0" CAD 12 -EPDXY GROUT INTO EXIST SLAB USING HILTI HIT C -• 100 SYSTEM TRENCH LP AND T/ GRATING SAME EL - SUMP NOT I\1 THIS Co NTRACT 18" DIA AUGER -CAST PILE NOTES: 1. IF PILE LENGTH IS LESS THAN 35' BELOW SURFACE OF FLOOR SLAB, CONTACT ENGINEER FOR CAPACITY OF PILE GROUP CHECK 2. IF SOIL CONDITIONS VARY CONSIDERABLY FROM STRATA SHOWN IN SOIL REPORT, CONTACT ENGINEER 510 ,511 5280 T /P1LE x;= EW 8" c)1 () ONC SLAB rg a, S280 N #6 @ 2 " II CLR OUTLINE OF SUMP BEYOND -TYP ----- AUGER -CAST PILES-TYP - AT UTILITY CHASE SECTION I /2 "= UTILITY CHASE NOTE: NEW UTILITY TRENC NOT SHOWN FOR CLARITY a -.- 5 #9 NOTE: ALL FOUNDATION REINF NOT CALLED OUT IS #7 4 12 OR #7 CONT 18" DIA AUGER -CAST PILE - ---�`, 1 #10 FULL LENGTH OF PILE @ ALL PILES -SYM ABOUT EXCEPT FOR EQUIP SUPPORT AREA SEE . D TYP @ PIT AREAS SSt OL5oo EXCEPT @ SERVICE BAYS 4 SIM i $ #9 / s2eajsoo S10, 1S N sr' SEE ( D - ) TYP @ PIT AREAS EXCEPT (4 SERVICE BAYS S500 00 #6 SECT ON I/2 -- 8 #6 (CAGED) TYP P I o sza oTszao q- i #3 OR BAR 3/8 0 SPIRAL 3" PITCH / 1 3/4" DRIP TYP I UNISTRUT 1P3200 SERIES 015'-0" OC FULL HEIGHT _._._T'; p 0 ALL BAYS & CHASE AT UTILITY CHASE #9 ®9 SYM ABOUT EXCEPT FOR EQUIP SUPPORT AREA #5 0 12 4 45 AgAZEZAW FACILITIES DEPARTMENT SII, IS61 GRATING: 1 "x3/16" BEARING BARS @ 'I 3/16" OC WI CROSS BARS __ 0 4" OC N s ' � A REMOVE SECT /JOB # 4 FROM CONTRACT 8.24.92 REVISION BY APPROVED DATE ACCEPTABILITY THas DEsiaH AHO/oR SPECVICATKIN IS APPROVED APPROVED BY D ` " fHM ``T 'ETLE E Ii.JU ``�ABAZ IAN A MOOR nITTELKA CONT #7 AROUND SUMP- #7 0 12 2' 0 TYP j C 5280 0 16 "45 INCH 1 2 3 4 5 6 EXCAVATION AS REQD TO COMPLETE WORK TYP ALL PERTINENT SECTIONS _._ s - -. VARIES FROM 11" 0 TRENCH HP TO V-11" :1" @ TRENCH LP TYP !,3:t C) #9 12 AT SUMP SECTION LI AUBURN, WA. 98002 El EVERETT, WA. 98201 n KENT, WA. 98031 L] PORTLAND, OR. 97220 EE REN TON, WA. 98055 SEATTLE, WA. 98124 .�._ - than NOTE: If the laicrofil>aed dacuiuent is Less clear than this notice, it is due to the quality of the ,original document. ry NOTE: GUARDRAIL, ETC fTi T SHOWN FOR CLARITY TYP 1.5 2" CLR 1 IP -TYP I EXP(IES2l n/ :i 7 VARIES FROM 3" 0 TRENCH HP TO 1' -6" 0 TRENCH LP 6x6 BLOCKOUT I1�111IIIIII {IIIIIJI{ 1111111{ fIIIlI1111fI1I111Il 111IIIliI {I�III IIIIII111III111I 'T111111111 111111 {i11IiIlI111IlIi 111111 Itl!II! {r IIIII- IIIiIIlilIlllllilllllll 9 ( 10 #7 @ 12 EW GRATING SPRT FRAME: L2x2x1/4 4 #7 00 6Z 8G Le 9Z GZ 1 7Z r £Z ZZ LZ 03 61. 8 L 9L SL 7l el 31. it 01, 6 8 z.. 9 G t C Z � �w 0 IIlllill1111111 111111 IIIIIIII1 11lIIl111111lIlliil1111111i!l WiIM1lilirnilln ! 1 11111111IIi1ii11111111!1!1111! 1111! I! 1! 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NOTE: NEW UTILITY TRENCH NOT SHOWN FOR CLARITY RE ra.,100.110.7001111,1 BACKFILL PER SPECIFICATIONS JOINT SEALANT EXIST 8" #4.2*--0" 12-EPDXY CONC SLAB FOUNDATION BOT/FON DETAIL 1 "= loP L) Er; 0 - '141 1•0 11 1,tt. N LOWEST EL OF PILE j 0 -35'-0" : d 1Z FA k. - 1.: 7 :111EM 'T ALONG TRENCH BOTTOM #7 12 EW, T&B 12 [W - NOTE ALL FOUNDATION REINF NOT CALLED OUT is #7 (FP 12 OR #7 CON1 \ / / USING HILTI HIT C-100 / SYSTEM 1 i I 1 4.6636A111068•666.064i61 GROUT INTO EXIST SLAB ROUGHEN EDGE 1" NOTES: 1. IF PILE LENGTH IS LESS THAN 35' BELOW SURFACE OF FLOOR SLAB, CONTACT ENGINEER FOR CAPACITY OF PILE GROUP CHECK 2. IF SOIL CONDITIONS VARY CONSIDERABLY FROM STRATA SHOWN IN SOIL REPORT, CONTACT ENGINEER UTILIIY CHASE ------- PILE 00,...11..".1■10111r16 TRENCH TYP P I LE ELEVAT 1 ONCE NO SCALE SIO,S11 S280 11 ,17r$11•11.7r , 'OM.* ••■•••1411r41 - 18" DIA AUGER-CAST PILE NEW 8" CONC SL A1,3 ( \\ I S280 5280 X. :17. LJ 2n 14.1 tte nr: ! I 41 • ! - RE:VIStOtt . • , 1 #10 FULL LENGTH OF PILE @ ALL PILES 'LliWilneallyilw,011016141141111: 31,11•1 1" PREMOLDED JOINT MATERIAL TOPPED W/ JOINT SEALANT TYP AROUND ENTIRE FOUNDATION --- 6 #9 TYP aft 3:1 ••6*.S. 11 • row.. 1 11 CLR \ II II \ 11 • Il i ' \ 11 11 1 i 11 1 i ot_m__INE Or SUMP BEYOND-- TYP AUGER-CAST PILES - ryp 18" DIA AUGER-CAST PILE AT 'JTILJTY CHASE NOTE: NEW Tiffin TREND NOT SHOWN FOR CLARITY fr TRENCH •-•-• NOTE: ALL FOUNDATION REINF NOT CALLED OUT IS #7 12 OR #7 CONT 1 I 1: W600.00.MM.W. ov.mr.a.Maro.oer.owrev,..amenlvavv.t* k ABOUT EXCEPT FOR EQUIP SUPPORT AREA sim r901:Ao #6 12-7x< 8 #7 //' 01 l I l i 1,, 1 III $ \ Id ' IP, II' 11 ''4` #6 1 , 1 . 11 li ' 11 1 ii 11 II 11 11 11 II —14—v—cr. 1 i 11 I 1 , 11 11 11 SECT ION -4,--. / A • -0" 11 I! 1 1 11 11 L . / 31 it --- 510 , 1360 S280 TYP 4 S5001 S.500 FOR EQUIP StiPPOI?1 /11?5:A 1 . # f.) q 17 . 4c-:,4 - 1. i 1 4 4 1 / .... ., 3 ._. . .146.34.......1 . _ . .41,::'.7.771,__ . . . . . f'-'''''rah, - . R .. e......4 \ , ! '''' '' 3 L .'V , , , ' . .•-••.. \ IC) ; 1 (3:41'/47:4 MGR 1/2"= -- 8 #6 (CAGED) i 1 1 1 SECTION TYP PILE SECTION S28 #3 OR BAR 3/8 0 SPIRAL cY 7 0 3" PITCH S280 r 0 16 THS INCH 1 2 3 4 4444 SEE D IYP 0 PIT AREAS /5091500 EXCEPT 42) SERVICE BAYS 7 - 8 #9/ #9 0 9 - 3/4" DOP TYP UNISTRUT SERIES 015 OC FULL HEIGI-1T --TYP ALi. BAYS & CHASE PIT AREAS EXCEPT 0 '" BAYS 6 11 SYM ABOUT EXCEPT 11; I I S Iii Ill I' I 11 11 I L ,, . ,- -1,1,.---2 #6 1 1 1 1'1 1 II H ii 1 11 ii II I 1 0. 11 11 1 {I ii II . 1! II • II -1L - ;,....-444.4144,4444-4.......-...,...t. AT UTILITY CHASE 1 11 AUTA FACILITIES DEPARTMENT P(1) • fJ I (; 511, IS6115280 GRATING: 1 BEARING BARS @ 1 3/16" OC W/ CROSS _ 0 4" O C cJ CONT #7 AROUND SUMP 17 12 • NirMagoo.ma ; ! ' - • ryp - • 9 -°" 1 •- ••_12711 !--- , --1 1 TO COMPLETE WORK TYP ALL PERTINENT SECTIONS f 11 4 Mk LP 1" VARILS FROM 4 • _ . • 00 TYP TRENCH LP AND T/ GRATING SAME EL ----- •--- SUMP AT SUMP SECTION FIF fit ovs;.0 VoYAbolf/VaeriovAr3evestrittro3Prwbamb..0301.3"mawanliv........ APPROVED DATE • DI AUBURN, WA. 98002 o EVERETT, A. 98201 El, KENT, WA. 98031 PORTLAND, OR. 97220 RENTON, 94E3055 .4 I 67P \qp, .,` ')./ in SEATTLE, WA. 98124 ' „ -• , ..4: • • , 4• Ntion4 446344 ; ;;: 4 t>"!.. 1. 3 .% ;'; '1.- ....;7r` ,:, :'''t ' r4 • ^';' 1,• 5 6 7 8 NOTE: if the microfilmed document is lens clear than this notice, it is due to the quality of the original document. ,•■•••••••.4.1. EXCAVATION AS REOD #9 4 1? • " NOTE: GUARDRAIL, ETC NT SHOWN FOR CLARITY 1560, r .44.444.47.44:444414/Aosta=444.4avubegoseavorwogavAtolowewimetses.• 41.3,33•1113 -40rowelowl$441.3,1WoongilliftlionR33.1.4.01.33 ............0311,.,,mA.V.G,••■••••••••W.Ineite.t.0.07.***••••■■•.••■•■•■•••■• 1 1" • 115 • #4 ! #7 0 12 EW <T. ,11.4.A.,44 • mega. 6x6 BLOCKOUT [3EYOND SUMP CC .- GRATING , . - ;PRT FRAME: L2x2x1/4 APPROVED OY ACCEPTABILITY '4 , 111111111,1111111111111111111111111111111111111111111 9 i• 10 11 AkDE /14 " RMANY 12 0E; 6Z ee LZ 9Z GZ 1 7Z CZ ZZ O 61 81 /..:L 9L 91 Vt et Zt R of 6 R 9 C VI" 0 6166 6 /16/666111 4 1A 4 14 4 1.1 WWWWWWflAdMWM 1 6 111 44111661040116414&6014404WWWW1114MWM64 • ''•• • • • - • - • • SERVICE BAY • , . 5 Rv'7 THIS DESKitf ANIVOR SPECIFICA 11C*4 Is APPROVW VAPIES FROM 3" 0 TRENCH HP TO 1'-6" Q TRENCH LP •■••■■ ,•.• • 16"------ ---- 1 /2"0 HILT) /1 i t ANCHOR @ 24 1 \ / (18 AT VS) W/ 2 3/4' MIN I E *N EMBED 9 i - ---. ----- ADD #7 18 „/ -\ 'L ____ @ 12 AT 6-;6—BIOCKOUT -.. L' 1 11, S2.801S Dti0b...ca rs - 3 I ON u CHASE BEYOND • -- il ill o '; ! 1 al IP III Ili 1 II 11 , It 1 u 1 11 11 i 11 1 11 1 11 u • 11 i1 1 • i-----t 1 II 11 1 11 11 1 II 11 i II II I II II i II II I II li I II II II 1 I !I 5 5 , II ,, ii I! !I I! , 1 !, Tnhi Al SERVICE BAY AT SERVICE BAY ;44 — - 13 ! 1 : :II 1 3; i It' 'Si Ili iii It' ii II .• • • il , II ! -r ...,7......;#7,.... _ - ...._____,,,,- ...--4..,..— 6 .1.1 —.. .t... - ; 4. . . ,....... ! , 1 11 i ' It ' ii 11 11 11 il ii i \ 1 ii ii 1 " v, ii • 1 1 ,, i \ i 11 11 . 11 11 ---\4- 11. / \ 4 • I t .1 , t • I • i•-•-=„`-• F :0, IS601S?80 FOR cALLot..rs SEE i s280 SECT ION I 1/ "= SI I , S61 5280 DATE STRUC MAL MASTER COL 6.7 ye*. ...ar ... wee na4low. BUILDING 2105 . • .... . • 5 0 12 FOUNDATION SECTIONS AND DETAILS JOB NO. • ijfIt.trY 131-1"Yi3N1D my of Roo APPROVED S P 2 B 1992 BOLDING DVISITN— RECEIVED CITY cu.) - S280 DCA-9-92033-92080 DM No. 21.05-S280 DC TYPII_DET S 280S280D JCIEC2§24.22i0.7:34 REMOVE SECT/JOB #4_ FROM CONTRACT TII P TTLE ri trHAHBAZIAN IMAH BAZ IAN 'MOOR r-f-) z LAJ itEtASION .*0 $5001 S50 ! Co '5 < > (REF) D C swo s500s500 500 1 3'.-2" .'I"' ii......., (REF) NOTE: BALANCE OF TS FRAMING NOT SHOWN FOR CLARITY SECT I ON I 1/2" = -0 S50,21S500 W8x67 3 3 3 3'-2" 3'-2 TYP ALL W8 s50 12'-8" (JOBS )1/4) N '.- - W12 SPRT BEAM -- SAFETY PLATE -N PLAN —SERVICE BAY DE TAIL 1/2-.1P-0. ----- NOTE: BALANCE OF TS FRAMING NOT SHOWN FOR CLARITY AT JOBS 1, 2 & 3 SERVICE BAYS SECLLQNLJ SECT I ON 1/2" . 0 5500 5500 /1. 4_--SYM ABOUT `20101■•••••IIMINAllab Iroawev•Maium EMS1ON •••■••••■•■•••■••••■■•••1•14.••••■■sry•■•••••■■ 1.••■■•••••••■■.• 1560 , 1561 / 1 3/4"0 HOLE I / IN END Visa's 5500 0 WTHSMCH L6x4 SERVICE Bk I END WALL ---- WT6x8 CO W16 CE WT6x8 CONT BTWN ----- COLS PREMOLDED JOINT MATL I TYP STEM aF 7 k, PLATE 1/2x12x1'-6" CTR ON W16 EW 3' 2 TYP- BOLT TO W16 FLANGE REMOVABLE COVERS-6 TOTAL EA SERVICE BAY (JOBS #1, 2, & 3); 4 TOTAL EA SERVICE BAY (JOBS #4) UTILITY CHASE AT JOBS #4 SERVICE BAYS NOT IN THIS CONTRACT - CONT L AROUND ENTIRE PIT AREA L4x4x1/4 W/ 1/20 x3 1/8" HEADED STUDS @ 16 (EXCEPT USE L6x4 'UN! SER UTILITY CHASE WT6x8 STRUT BELOW, BTWN W16 COLS W1 2x58 1 2 3 4. EMBEDDED PLATE 3/4x10x0' 11 1( W/ (6) 3/4"0 x6' HEADED STUDS PLATE 3/4x1OxV-5" W/ (4) 15/16" 0 HOLES 174EZAW FACILITIES DEPARTMENT 3'--0 1/4" X6" HOLE • 1 1/4" RAD 1' -6 1/6" . CORNERS-TYP 1 EA END -- CLOSURE: 4x1/4x0" / REMOVABLE COVER BAR ' 4 PIP 4 PLCS SECTION 3 R = 5 6 DETAIL. I -0 • "• / 7 `' '1.1=‘,„\e", s‘ \. INAt. ts\ '/ .1 1, 11 11 / / \\\ ) e k :\ \\ ‘ 2 ) : 1 1 , \s r • . \ / „ :•‘ , / . 15 \ / / i 4 : / / / s f r 5500 5500 El AUBURN, WA. 98002 EVERETT, WA. 98201 LI KENT, Wk 98031 ri PORTLAND, OR. 97220 Li RENTON, WA. 98055 SEATTLE, WA. 98124 \"` ";iv • NI • \ \ 1.".;• / . \ S500 S500 W16x40 COL 7 BELOW W16x8 STRUT BELOW, BTWN W16 COLS be, 1•■••■■••ftlyw 3/4 "-TYP OVERHANG -- ALL SIDES 1/2' MEDIUM PATTERN SAFETY PLATE. PAINT W/ NON-SKID PAINT. 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RsINOINIIM•1117•1111M14101/0.1.1•1110.711, 1/4 W I 2x58 (JOBS #1,2 & 3) (3) 3/4"0 A325 SHOULDER BOLTS 1.7 J SECTION W8 RAIL _/'CJP T&B FLANGES \ \& WEB 0 SPLICES 45 0 JD I L 3 H = -0" ACCEPTABILITY THIS PUNCH AND/OR SPECIFICATION IS APPROVED - TAB: BAR 4x5/8 5/16 InVIFIENIC War Vairrtilb dee- lietirrid12.13 WWI 61-1,111a Cott 16111-407-1. ir REMOVABLE W12 SUPPORT BEAM S50‘:2200 Th S500 5500 sueirtLE TITLE W14x1 5.5 (SHOWN) ATOP W12x22 (JOBS #4) WT9x17.5 (PHANTOM LINE) ATOP W1 2x58 (JOBS #1,2 & 3) CONT L6x4x5/I 6(LLH) W/ 1/2"0x3 1/8' HEADED STUDS @ 16 REMOVABLE COVERS NOT SHOWN FOR CLARITY fINVIAliali10111100.11.111 SPRING LOADED HINGE-TYP W12x22 (JOBS #4) L. 2' - 7 1/2" (vERIFY SLEEVE: PIPE 2 1/2 STD CONT L 3x2x3/16 (LLH) INSTALL ON NORTH SIDE FOR JOBS #1, 2 & 3 AND ON EAST SIDE FOR JOBS #4 VIEW - STRUCTURAL MASTER COL 3 1/2"± (VERIFY) --- BAR PIPE 3 1/2 STD 1/2" I L 1/4 45 9 4x1/4x0'-4" DETAIL NTS OCT 1 6 192 SECTIONS AND DETAILS BUILDING 21-05 CONT L6x4x5/16(LLV) W/ 1/2"0 x3 1/8" HEADED STUDS 0 16 3/161/ 2-6 SECTION /2" =1 AT GATES WHERE SHOWN ON PLAN 2'- 11" 1 6'-0" PIPE 4 STD 8" LONG W/ GROOVED END FOR VICTUALIC COUPLING ------- 2' -11'' 6" 1"0 FINGER HOLE 1/2x3.9" DIA 1/4 DC 5500D S500E S500G S500H 28055000 JCU 1 /8" _ 4 A \ S500 S500 TYP GUARDRAIL MEMBER: PIPE 2 STD SAFETY PLATE TUBE STEEL ( 11,100 R NJ k•-• 0 S f:392 'yosw SYM REMS ST APPROWLD DATE STIol REVy'VON DY APPROVED DATE . . 11.1 ---4.—....—.....— —„— . . . . p......................a...... . - • . ......e.... ' ,................ beme4........■rn, . c L 44 477 5001S50 SECT ION 71/2" W16x40 TYP 3' _ 2" (REF) -0" NOTE: BALANCE OF TS FRAMING NOT SHOWN FOR CLARITY 19' (JOBS #1, 2, 13t 3) 12'—Er (JOBS #4) rc S500S500 500 YD. casks (REF) WT BEYOND S500J S500 --- SAFETY PLATE - W12 SPRT BEAM - /\ 1 TYP ALL W8 s50015500 cE-SYM ABOUT 3' - 9" 352H 3'-2" 7 PLAN-SERVICE BAY DETAIL lin-x-0- (Ti S500 S5Oo S60 , I S6 77 2Z., - A/774.4z 1 3/4"0 HOLE / IN ENE) WI's NOTE: BALANCE OF TS FRAMING NOT SHOWN FOR CLARITY SECT I ON_ CE I I/2" =1 '-0" S5001 S500 \\\_ s56ali.400 r L6x4 SERVICE BAY END WALL V ") W8x67 3/4" PLATV ,W•10•1•11.1.,••■ DEJA I. _L4 I S500 50500 WT6x8 0 W16 CE WT6x8 CONT BTWN W16 COLS PREMOLDED JOINT MAIL PLATE 1/2x12x1'-6" CTR ON W16 EW MPSPOZKIEV47.," AT JOBS SERVICE BAYS SECTION 1 1/2" = TYP- BOLT < TO W16 \ FLANGE 'TYP STEM & FLANGE REMOVABLE COVERS-6 TOTAL EA SERVICE BAY (JOBS #1, 2, & 3); 4 TOTAL FA SERVICE BAY (JOBS # 2 „ 4107'17•1' . C UT H I A L S IT Y E 2 & 3 W1'6x8 STRUT BELOW, BIWN W16 COLS / 3/16V 3 CC) 3'-O 1/4" 2" 3" x6" HOLE 10 3/4 10 3/4" 10 3/4" 2 I 1/4" PAD I V-6 1/6" , , 3/4 "--TYP OVERHANG CORNERS-TYP I - ALL SIDES EA END .------ ---------. _... I I 1 i I 7 • ....... 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DCA-9-92033 —92080 Tr.00R DWG NO. 21.05—S501 ..f_ E L KA _ 8.4.92 S'n.4 Rv.isloN SLEEVE FBOF FOUNDATIONS & REVISE DIMENSIONAL ERROR @ JOBS 11■•■•••.•••••••••••■•••■■■.,Ir 137 APPROVED DATE HS JSW WH D5 SYIA BY APPROVED DATE REF EL 0.0' CRUSHED ROCK OR GRAVEL / / COMPACTED STRUCTURAL FILL 7 SEE GENERAL NOTES & SPECS NEW 8," CONC SLAB FOR THICKENED ,/ EDGE SEErA // I Se SCREED KEY JOINT TYP CONSTRUCTION JOINT SECTION SCALE: I I 1 -0 L SECTION I ”=1 —0 " O; 0 ° V 0 " („;.: C) ;b R--;> 0 C* j 4 71 4 1P_0" MIN 1 7 SAND \ VAPOR BARRIER 1/2"0 X 3 ' SMOOTH BARS @ 16 @ SLAB MID—DEPTH / GREASE OR WRAP ONE END (A — s - 3 .- js 5 o CUT EXIST 3/4" STEEL TRENCH COVER TO SIZE PLUG END OF EXIST PRECAST TRENCH SOLID WI CONC vsseow...ssamms.nsmssosesiswv....seausessoseurtses....... c < SEE SIM . S28,2b280 0 le Toss iNCH REF EL 0.0' --- 3 #4 allOMMSONNINIWINII■MIENINIs CRUSHED ROCK OR GRAVEL COMPACTED STRUCTURAL FILL- SEE GENERAL NOTES & SPECS SECTION SCALE: "I '-0' SECTION 0 .0107/10.0111MMIIIIMIP ••■•••••■••■■••••• 11•101.4.1y1.0.0%....■ 4- (L, 1.2 •.;, • •• TYP CONTROL JOINI W4x13 PER PLAN 9 #4 @ 12 7.01.1•4.1...11".••••••■• A FACILITIES DEPARTMENT • •• • • • ••■■••■eam.....mmour.lno...11• 1 1 1 .14•••■■••■•• • 41 1 1 , 71.4• 1 01 1 •311 . 11R•0•11M041 1 .011 3 •■•••••••••■ 1 1/2" DEEP ZIP STRIP / CONTROL JOINT SAND '-- VAPOR BARRIER S3 [S50 I CONT 1.2x2x1/4 W/ 1/2" x3 1/8" HEADED STUDS @ 16 - 7 3/4" SALVAGED 8 EXI / COVER PLATE , — ST " SLAB • J. • t , * • , UNISTRUT P3255 @ 5 0" OC & 2'--6" MAX FROM ENDS & CORNERS 1111111111111 I 1111 I 11111111 11 111 1111 IT 1 I 1111 I 1 11 1111 I 1 111 1 1111 I 1111 1 1 1 1" PREFORMED JOINT FILLER TOPPED W/ JOINT SEALANT EXISTING SLAB - 3" SAND - SECTION M 6 ILL VAPOR BARRIER - - - CONT BAR 1 x3/16 37T6 1-4 1 /101W••• • •••■■•■•■/■••••■•■ • •••••110..malsbno•NOrtromaemo 11.1 AUBURN, WA. 98002 EVERETT, WA. 98201 1 KENT, WA. 98031 D PORTLAND, OR. 97220 D RENTON, WA. 98055 IN SEATTLE, WA. 98124 E)f 221 el .4.0.Yrn00,41•Plit■••• 180491 . 11 . 11000 . 4 • 45 2. 11 1. 1 ~NOISIMISX•107111021.0806/1/4•1917111. 2 3 4 5 6 7 NOTE: If the reicrofilii;ed document Is TesS cic:iir than this notice, it is due to the quality of the oTiginal document . _ V ... .‘vf •-‘• *■ iIr IiiIiiik1111111111111111111111111111111111111111111 10 1 1 " GE4MAKY 1 06 EiZ Re Le 9 S t CZ ZZ L Q 6L al LI. 9l GI iL CL ZI. 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DAIS 9.18.92 I +rots...._._..._..,,_........_ a.. w ..,..., Rr'A O�1 _ .�. __._ _��. �. ay _ APPROVED �._._ DATE INCORPORATE CITY COMMENTS REF EL 0.0' N\ CRUSHED ROCK OR GRAVEL NEW 8" CONC SLAB - 7 FOR THICKENED // EDGE SEE ( 4 SSUj S28a I U: I "-0" SECTION SCREED KEY JOINT SECTION SCALE : I " =1 ' - -0„ t tic r, 4 •: 11 L 111 11 'Ir , IMF il__ 11 \. COMPACTED STRUCTURAL FILL? 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DATE rR t E `SHAHBAZIAN AHBAZIAN A OOR 'TELKA DATE 6.4.9; C? r. J ?riLE C) SEE PLAN, SHT S3 FOR REINF - • STRUCTURAL MASTER COL ON BUILDING 21 -05 SECTIONS AND DETAILS NEW 12" CONC SLAB 4 4 A - ELEC CONDUITS o# SHEET 40a NO. DCA 9 92033- -92050 Dwc NO DC 21.05-5501 EXIST PRECAST TRENCH. SAW—CUT WALLS AND FILL SOLID w/ CONC S3I S50 I M OF TUVt iLi`4 APPROVED 5EP2$ gU!t_ �iivc sJl�flS!n� _Y SAI 1 17 . SEP 2 1 1992 1" . R i i, k A S501 D i • D u is) co, 0 11(PCCNJT 280S501D HSLO9.18.992 /05:55 __