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Permit D98-0210 - EDUCTED SOLIDS FACILITY - BUILDING
D98 -0210 11911 E. Marginal Way So. Educated Solids Facility City of Tukwila ( L (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9066 Address: 11911 EAST MARGINAL WY Suite No: Location: Category: NWSE Type: DEVPERM Zoning: M2 Const Type: V -N Gas /Elec.: Units: 000 Setbacks: North: Water: 125 Wetlands: Contractor License No: NORDICI11OLZ Permit Center Authorized Signature:_ 6 S i nature , Print Name:__rQf 1')V DEVELOPMENT PERMIT S Permit No: Status: Issued: Expires: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: 1 D98 -0210 ISSUED 09/11/1998 03/10/1999 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: OCCUPANT EDUCTED SOLIDS FACILITY 11911 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER METRO ACCOUNTS PAYABLE SBANNEX -5432- 50706- D50314, 821 2ND AVE, SEATTLE WA 98104 CONTRACTOR NORDIC CONSTRUCTION INC Phone: 206 - 824 -4200 2608 S 208 ST, SEATAC WA 98198 CONTACT GORDON ERICKSEN Phone: 206 - 824 -4200 2608 S 208 ST, SEATAC WA 98198 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tilt*** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** *tilt * * * ** , Permit Description: ERECTION OF PRE - FABRICATED STEEL BUILDING. BUILDING FOUNDATION UNDER SEPARATE PERMIT D97 -0248 PUBLIC WORKS -STORM DRAINAGE: CONNECT ROOF DOWN- SPOUTS TO THE STORM DRAINAGE SYSTEM CONSTRUCTED UNDER D97 -0248. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 43,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 873.89 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /' *** • k****** * * * * * * * * * * * * * ** * * * * * * * * * ** * * * ** Date: 9--#- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: 12 9I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 11911 EAST MARGINAL WY S Permit No: D9C -0210 Suite: Tenant: Type: DEVPERM Parcel #: 102304-9066 - k . kk•kk•* *•k•k•kk*•kk•k•k*•* * k• k** it: k* *kk* *ki4kkA*kkk•kkk:y•k•kk*•k* '**k*k*•kk•kk *k*kk*kkkk*k* Permit Conditions: 1 No changes will be made to the plans unless approved by the. Architect or Engineer and the.,.Tukwi.l,a Building Division. 2. Electrical permits shall <be the Washington State Division of Labor and Indust rie and 0l;,l, electrical work: will be inspected by that agency (248'-'6836). O). All permits, Inspection !records, arn`d'appr?aved plans, shall be available at the iebsite prior. to the start, of any ' c.on- struction.,: ',These, documents are to be mainta'ined and , avail- able untilfinal inspection aporaval is.granted 4: All structural welding: >, shall' be done by W: A. B.0 terrti'fsed welders, and sue.cial inspected :'(:UBC - Sec. 306(a):S1` • S. All high - strength .,bolting;,.shall be 'special ins.oected Sec; .'- 06(a)6) . 6. Bolts';::instal led in concrete shall be special inspecte (UBC'`Sec 1701,5.2) 7. When inspection is . .required-either the owner. architect engineer Shall notify the' Tukwila Bu lding Div.i lion of appointment,of, the,•inspection agencies ki. to the`'.first bui lding. inspection. Copies•of all special inspection .' = report. _hall be submitted 'to the Building Divi in at timery manner contain addre pro;iect - name, permit number 'and type ot : tiei.ria"'' performed. 8. The special inspector shall submit a: final — stoned report stating - whether: the wort: requiring' Speclal. ..inspection was, to they best; of the inspector's knowl edge:.. in Cuntt r mat ,e,. with 'appro plans and pecifi,Cations'and* applicable workmanship provisions of the UBC.. , 9. Al I construction .to'be done in conformane''e "'w rpproved, plans and ` ;reou f:remen is of the Uniform Building Code (19.x:7:'' Edition) ..as ..amen`ded . Uniform .,Mechan i caal• =• Code (1997,''`EdOi`on) • and Washington State Energy Code '(1997 Edition)'. 10. Validity of-Permit. The issuance , , of i ' ' a. permit or app'rriva l of plans, specificat: and Computations shall no,t °be con- strued to be a permit for, ''or. an �°ap`prova l of any of the pr ov'i �i ons :•.of the Liu i l d i no "de -:or of any ether ordinance of the s:) ur `No. presuming to give authority to violate or cariCel'.the provisions of this code shall be valid. 11. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12. ** P U B L I C W O R K S ** CONTRALTOR SHALL NOTIFY CITY :UTILITIES INSPECTOR MR GREG VILLANUEVA 1 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation site or into existing storm drainage facilities. 14. The site shall have permanent erosion control Measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. Status: ISSUED App led: 06/16/1998 Issued: 09/11/1998 Project Name/Tenant: E.D e' SOI i iFa i i LI To iLv:i IL.t_A Wlo. Value of Construction: I- 1- .3 Site Address: City State /Zip: A I A 1 1 E M -A2 6 1 r ` 1 A L vJ A? T Q �w I LIA i n3$ Tax Parcel Number: I O4 - 9cXvlo Property Owner: k- I(\ (-, CO0Nom' 114 iYl._d Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Phone: Area of Construction: Street Address: , City State /Zip: Fax #: Contractor: 'NI U (Ln\ CONS 1 t) C_ 1 N TN C Phone: 20L ca L 1oO Street Address: City State /Zip: z6:,G7S S Zza `" Sep. w .1 R / ci e Fax #: 9o ( `62.4 4 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: .'2 1C .s && I oRo0r k Phone: ?06 & YZDo Street Address: _ AA4e NS A ' n c/c State /Zip: Fax #: Description of work to be done: . E R. cm a c4. / O s - re e� t,Q , �•o 4---1c Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ❑ no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing 2 I b d new Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes ❑ no quantities & Material Safety Data Sheets CITY OF TUIIWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN. REVIEW OF THE FOLLOWING: (Additional reviews may be determined by. the Public Works Department);:: ;.:.``t.;.; • ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s) Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: (o- 140 -‘ PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1 /29/97 Date application expires: --- /lo— 6 Proje • Number: Number: ,. Appllcat on taken by: (initials) • BUILDING OWNER OR AUTHORIZED AGENT: Signature: f +_ '^ / Date: 1 b t g Print name: .4 V/ o z % ` . Z - . 1 (2—(2 e--57 1� Phone: � 4xo 04� F 2 p. s Zy ifei5a4 Address: 2 o r) ? CD $`h City /State /Zip S eAT fac. LA tk. ''l ( 9 3 ALL NEW COMMERCIAL/ADDITION /M' TI- FAMILY PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOLLOWING: D ALL DRAWIIGS.TO sg STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGI 4 ER D 'ALL DRAWING S SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water- filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ El Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of, this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1 /29/97 *'t k ot.** +***4% a**.A++a*+a^*+a+ a CITY OF .TOKNILA, WA • � '' .�`� ' ��.� TRANSMI *�*«+*k*A TRANSMIT' Numbepx R9700829 AmOunt: - 541.25 09/11/98 13r;20 4 Payment Method: ' CH�CK � tation � : N �DlC CONSTRUCT : Init: BLH 4V ,,,, 0 ---_�--.--^---~---��.-------'--_-- ^ x Permit No: D9H-0210 :Type: DEVPERM DEVELOPMENT PERMIT • P l N 102304-906G arce q: ^ Site 4ddrmst: 11911 EAST MARGINAL WY S - � � � Total Fees: ' This Payment 541.25 Total ALL pmts: Qalance: .073,09 073.89' .;00 *****AaAa^+a*a**+a1:i.*a**+**++**++++*^*A*.A*+**aa**^4+++o.+A+***** Account Code 00O/322.100 000/345,830 000/386^9O 412/342.400 � Description BUILDING - NONKES PLAN CHECK UTILITY : STATE BUILDlNG SURCHARGE INSP FEE -:$[ORM DRAIN ---~-~----~--------~-_-----~-'' Amount 511,75 10.00 � 4~5O �^ 15.00� • '3678 TnT6[ �41 ` �7� 09y14 9717�.� .~ ~ 25 'rk kA:k4r-itAirAA*Itlelkic-'s k.k.A-*A—IcAA*.k....4A4ek***—AA. CITY OF TUKWILA. WA TPAN9MIT A—A.A.4 ic hA4c—A•1 TRANSMIT Number: R9700780 Amount: 332.64 06/16/98 16:36 Payment Method: CHECK Notation: NORDIC CONSTRUCT init: ULM Permit Not D98-0210 Tvbet DEVPERM DEVELOPMFAI PERMIT Parcel No i(304-40c, Site Addre9s: 11911 EAST MARSINAL WY Total fees; 848.09 This Payment" 332.64 TotR1 ALL Pmts: 332.64 Ba14nce: 516.25 *A.A. kir**4 A.A.*** A-kA*4-4A I cA .1-1 *k 4 A .44. k -4 " 1, *•04 — fr 4 cAlt**0 . k+AO** 4- Irkk+—.1*A"Ak•A** Account Code Description 000/345.830 PLAN CHECK - NONRES 307 06/22 2717 TOTAL 332.64. Project: ., Type f Inspecti c dr s : ( Ipecial ate ca led c )-- c instructions: PT ( ' 1i' f T • ` 6/4ck. GT •(�.� `, Date w nt d: 3 M l C a » p.m. Reque r: " crd ) Phone: �/ 7..0 in k' 2)/ C(2-Q �f �- i • W f tt t;. 2A. INSPECTION NO. INSPECTION RECL Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 P C 3y56 COMMENTS: Di `Q P , L144c Corrections required prior to approval. .•/ 1 1 :..4,1NILiff $47.0 I REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr j ct: �, i u4, cf �x0(�45 - ift Type of Inspection: PM) 1,11JAP Address: _ ' 1 .L4 /• . / li4 ,Date called: S 2'1 13 1 ! Special instructions: Date wanted: 2 -(1-11 Requester: Phone: INSPECTION NO. rti ' INSPECTION REC.O Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Date: b�Is -ozfo PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: v7 9 9 4 0 1 , 4 ° ` - . 9 . Inspector: $47.00 REINSPECT EINSPECT-ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: I l y EC1�uC1�ep JO!'icI FacI �l�t / Type of Inspection: r ri}ict Address: / 11911 Marginal W ay Date called: 2'8 -9 Special instructions: Me la/ 6iC!./ Date wanted: n + q , - g L. . m. 10-0 Requester: A r 1 ,Vorc( d IOM COrlS4' r. Phone: 206182-4—#200 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Date: C/ld PERMIT NO, : y 8 -o Corrections required prior to approval. COMMENTS: 14 D. 5, 7k/ L4 r er .d ryo� T (iA of a- c>k: Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No; Date; Proje � " `• r? C5 /. �, ` Type of inspection:, - � /" / A Date called: Special instructions: Date wanted: / q a r Requester: Phone No.: • C) Inspector: • {-.o- ;r:? 5* 4;. !TMT%r . f..4;zrymd 1 t'v., INSPECTION REQ D Retain a copy with rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Ar 1 v �� 1____/)-74 Date: ... 7g? I $42.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No.: Date: FEB 16 '99 10:00 FR PTL'PSI C Environmental Geotechnical .Construction Consulting • Engineering • Testing February 16, 1999 File No. 712-80149 Dave Larson City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject; Project Name Educted Solid Facility #C73180C Project Address 11911 East Marginal Way South Permit No. D -97 -0248 We have completed the requested special inspections on the subject project. Our final report, dated 2/01/99, is numbered FR1234. WORK REQUIRED Structural Steel Erection Reinforced Concrete In -Place Density Tests To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. Sincere P Fun • aghmaie, P. E., Manager, Seattle Construction Services Department SY:sy(Final, 712.80188.Doc) AL SERVICE INDUSTRIES, INC. cc: Jim Carlson, METRO/King County 206 282 0710 TO 4313665 0. WORK INSPECTED Structural Steel Erection Reinforced Concrete In -Place Density Tests Z//e•/•F1 P. 01'13 lujimll1t!Of. 'lb 811!!(1 On Professional Service Industries, Inc. • 3257 16th Avenue Weet • Seattle, WA 96119 • Phone 206/282 -0686 • Fax 206/282.0710 TEST STRENGTH REPORT •6ii. )r :ttta v." < 637• n •. D -.:I:: .. ., . . . -. - • .+1. R 4kci+•4e l :.i.i . .. ', ;.• SUP- PL'IEt� O MIX NUMBER: �'1;�iG 1 1i ;7— �t'TliTIME GROLIT;4 ± "_;�v .�`= - - �,3.. ∎' , ,.Qe _ %MIR I'xi�CifziGm SLUMP' t:IOB;mtxr.;i'. ° • t ,„ w:.4, tu MIX NO. 3 Ca 1 U‘ all 3r1 ;ea R. ar•• ';; `F•:+r,;., AIR 1!EI, :, GEM. • F. AGG C. AG LBS. LBS. LBS. TRkJC14E#i: elaNC :dvEd; 31.7. 1 3 _ __. _• _ _ a' - ' � o - DESiGl51( SLUMP?;6BECiE[Ci,• REN � 9 „ ' ^ "'r OIDO IN ,PSIi 11 a ,CtllYD,, V . CED ; ; ; :� DAYS : : ;. • 3 WTR . . 4 ELEC-BEF■MS:l. - N+ GEINEf�lT.T1!P "”- ■ ADMIXTURES r. ,., .!Jr�.CA6 I. FA Ct`l'�c� -o R e. - - . >LJJZ. 3.. ( 0TkiER h M i • a:n i�' ;,i : " w4� .stir��'� S1.AC3 O r.� :2e"�t' C 1214 '0 _ • , o • I UN1�• �! " ,_'�' a ��t:�_ -' - +' ► _ JO V O V � ► t L • illiL - � t.. .•� '. :' ri•Sr - -. �� WA! tat <ADDED ` ' :.,. o', a. G- O :.�t.°:o ° :.• - ; ;ABC ITEMS INSPECTED :; ,: ;::':',:'::CONFORMING . :'. NON,ICONFORMING ,�'- TO'APPROVED PLANS':.:.. ARE C, • • E i 1 - o A� . ,. �• 4. • �.� • �' •��� :., .�►� .�� �� NONCONFORMANCE; NOTIFICATION . =Y1;. i w ° : ii r r Cllt 4�;�Ifi�A" nI # ii 814 ec TESRE %fi!z�r*�`fi;�i� ;r�Y• 1 , : : : : , ; '•� .', • .•':' CASTa DATE 1 Q Qty O ti ; . • :J .� ' � , :}Y' C'1� S IZE � 1 Ws � c, ' ' dfl —/- ` 64orm � ` . -G �y - ` �a p y �� ' ,„ lI 7.1:1,:.: ' T'->n; :', te W1:�.a': _.,...IMMI r u - .�.• ' i ; .ct 2 • ' :1`, `.n `r..l ._ �1 q � _ .', - 2Z1, • . . : �1ni dal .' s' . Pak ' =' MA • �` _.' - - MODIFIED..: • YES aINO' SPECIFY:' • COMPRESSIVE �..a . • . FLEXURAL TESTED; BY:;-`.. - L.: ..:. .. a; a.? 51 EOU .IPMENT1DENT1FtGrAtONFA,r ''' - • itiar a `' ": Pt.�!f'Osr p r fi."Cy-;Etg1 �x.. ir• :� , y ,= , „ y , 1 ar •'r;' : ' • (61-4,4,-_ • lip ; ' ; CONFORMING . . NON CONFORMING. 6 '` 1 y' • i�- 2:'P'. +.0 - � 1 44: r 4f fir., ' . "r!'� - .�......... , ' ,� o-al� DATE 'This report Is prvvldad for the information of the client only, fie to ii memo. thIre pally, Dy any memo. except In full, without the written 'This certification aan to the accuracy of Me restate obwned from woo the welled sops of o,a work. CtetRlcaUon well not be construed of other assoc alp 'oak or a werrenN of deetpn OP ruAUbdity of raprosta ion of this report, permlasion of Prohaolonal me 1034 performed by any meow, and as uvnmtoat Services y weulee, Inc, m+� a, la O andlor `ooaerrmms made approval or acceptance ta HOURS _ MILES NAME ON OFF ST . O T t ARl.4. S q 010 1 00 � to represent Inspection, the epadlealion , TOTAL HRS M t>� Ji 1 Information To Build On Engineering • Coneultfng • Testing BEATTI.E DMSION EAST810E OMSION QOe) 222.Oeee FAA (ZOe) 32.0710 N26) 4i6r2ta FAX 1421) means r ' FEB 16 '99 10 00 FR PTL /P.I PFLIE 6-4 K. C onc_7RO on . S , 5 C. '/i'DOR ay ESSA k' 8 a i- ►, .7 D QV 9 S�. � • J , ;r+r r 1 , i f G.A 11 L, wpt, q (oq � rxvT. r K., :�, ; mnr .,1t c Certified Report by Professional Service industries TS•9a•l i 58 206 282 0710 TO 4313665 T7.15185 TACAMOrviso•3. • PORTIANO SICS DMSION (Z53151s 10• /AX rag 68710$ (sop 232.7N2 FAS (500 =.7 NO PORTUND CS OMSIoN SPOKANE DWISIO, (603) 25‘041 11 FAX (000) Mums (509) 505.3571 FAX (509) 51511117 P.02/13 PET1INSVU DMSION (360) 237•9921 FAA (38o1 2s7.6625 1 a - So +•{q !DATE (q -1791, pert -od E [FOS NO. - c - L) _ :E 1.GfN -, . i • ea .1.. D 46 g 4 k ‘ R t \ E. ro 4. 4.. . s . DATE A 2 9.g - TEST STRENGTH REPORT Yirl k trio. segsz., SUPPLIER,;,- :),;, : MLIGNCJMBER'. CCNC . , .F...51', .G UT r :;a.:'5 MORT R"n,x 7 ".;hiri ' J^` w '.: FIE . t_ - rpF 0 ."Ir/�:�itef ;' -C?i. ' r PLANT O ' ys kl ttaotra i w:' :,44 :; :v:'; - UOB.MIX!? ,T; ". .. MIX NO CEM. F. AGG c:: AG 9 LBS. (p t • TIME S Ir' . : TRUC . I*° RUMS' TICKETi IalA i&s, ' .Efie a %AIR. r.- SLUMP. CONC;;.'•.F. 1 AIR 7.IF•'::. LBS. t LBS. 18.E SAND LBS. I 3 i SHOTCRETjc DE SIGNI:STRENGAtiii;l<4 4 4 00 O PS14: q 3 DAYS'••: • F. ASH LBS. 1 E . ERISMS•::.,7 ? ). GRO.ILTED;: = : SLUMRISPI"CIE1CP; ...OW( A1R;SPECIF.•ICATIOW•q%. TOTAL,C IY,nS•P..I.ACED,;. CEMENTMIRE . •- c ;o c WM .. . EBEAMS, ADMIXTURES Li •- 8 Ax ■c2,q.t A WNGROW ED al oz G.:Avg c„4.4 O:FEHEROYF X PLX WATER A DDED: i1 A,1_ i4W"F.49' - •- i2. ",;':_:r:. ° .:.,Y1r Shs` ink 1. •ict ,.P„l 10EMENNEL=OCATION7ititi 1• , , Aii 'ii. _ .., �;-'.ih:'tJi'i�::. v,.,ft -, ... :• r'. ... i9.. +�' a + St-at 0 \t i_ 1_E. L N L fic£ /ate 0 ; , . s - o O ;a '...gip - 1 0,, ;,. ' . ' ALL !TENS INSPECTED ARE:_: Eta C Qvtn L f 4 J LE (..� L Tl'� at) V 4....t) D 2A.L. N ( , ` - - Z__Pf)T_C-.NAN1 Cr (44-4-1 • • '.: CONFORMER NON C ONFORMING - • • .`'t U ► (Vre_Z , _ • 1:;:..:TO PLANS •': NONCONFORMANCE NOTIFICATION TO :: PATE.. ":' .. . •vwF`= ' rr R IM D: I iS pE4 l>tLJ BY: 4?..SIRM.r71.S:' ∎i7.ikiu,t ••rq :,r.i:,a'.: CAST'DATE i:' • :47. r ' g. .'' . ,..V" � ;. 4 ,,fI cc ����j��• �t �y.. ...':1:^:',. ;1sizs4s4.';.t, *.4 .! ``[;'; y : J g, .� ; r n � i , ATG�' . :1DATEk. f , 1 • ' d 053. G -:�. �: � AY 1 5 � " ' °� 1 9 , ( DA. ,LS p.. , � 7 �:} 7i" b ti; �.7 � THE r!ti�9_�..�o. • • • " i O , . ; o _ . . � 'A�. e _ ', . .: � * � ' { . at BS?. `. ,� H . ,r t c t rr.. - •ry;'a� � : ciEuRE;� ' ''` C " C,tU E'ii. w!' i . ' ';::•'TESTED ASTM C39. • . PER_.• >'J -' '. • '• : :: •4 Tu�p O HER.;'. "':' 1 x t . - - 111111N'�'Will Or - I K.112M1 F IFV1171 O •. • O . - oar ... G.. O IllnialMINIffillea MODIFIED YES- `:.NO'' ►�. AI SPECIFY: g — �. 6 1 r • • COMPRESSIV ; ` � TE�7ED L e__r REV•1I k FLEXURAL EQllIArii1EIJT -ADEN IF[GA•6I lfANO+'S11� 7 g'daP.E' t -` ,,:,43 ' ! • CONFORMING E NON CONFORMIN `® "+ " ft•. I \364 L .x:4:1. :A.1. IC •T M –? , 1 ,, - ''' , \• 2 iw tit2.�iLrl f I, j �� , h"l -.. ' ' F1 i iclRc�1� " "i G . V` . Ail 4� 3M . ~ �., - �. o - 'r _ 1 t . ''bi f r. , r .. •.,. o,, -.0 . �1 DATE: mats nowt le prwidoo for the Information of the client only. The reproouulon of Ibis sport, by any method, and ea uwnetat to a third party, by any means, except in Milt, *Moor the an!mn permission of P(ofIUM0M1 Service indWylee. inc. o prgt105e0.• 'fAls aoniicaUon emus to the acauaey of Me mums owned from the *duel tea Performed snake observations made within the defined scope of the work Certification shell not be construed to represent Inspection, approval or =epee= HOURS MILES NAME ON OFF ST 0 ,y1 r a-4 011111C pG ;1 t. - allM.'1 FEB 16 '99 10:02 FR PTL /PSI ar= t % Information To Build On Engineering • Consulting • Testing SUMS S DMSrO■ ('8131292-0080 FAX mei 2820710 lize ADDRESS:; N[ i of other asaodne(' wont or a warranty of design or workabWly a 1110 aposidsat Certified Report by Professional Service Industries TS 18-1 EA0TSIOE DMSION (425) 4/645“ I*. (4 5) 405441 requirements.' 206 282 0710 TO 4313665 P.03/13 PORTLAND CS DMSIDN Tom, 5155 SPOKANE DMSION gam 261.aAia FAR (E00) 25•6006 009) 5752371 FAX (SO5) 575.1:97 .. TACOWA OM570L 652)008.1804 FAX (23216 ®2120 PORTLAND MENU= DMSIO 4 (602)=2.78.52 IAY (60.12 3.1111 CE?,NSULA DIVISION 0901 217.1/21 FAX (2 297.1321 * ea I'4 DATE (g -{ ,E'ER, 1 O y 3 FOS NO. I. • - • . G E ar ' — — AR . r., N y f R<ra -,4� ,'.��'11l5� �_ tJ•+r7 C� �� - CC rRd'�r v PFZC7JsADD1; ESS w� 1 c l 1\ €_. DATE TOTAL HRS. 9 INPLACE DENSITY TEST RESULTS TEST ■ LOCATION WET DEN. DRY - DEN MOIST % • COMP % SPEC 9L \ P/F j' S14, oil Ill o SAE. 64 1/ - k I ,1'1.4. 135►7 'E .1 91.7 9S P , ) 3 S kJ cm A Sat& 4 IS/1 E. LAI 137 cs. 131.3 • 9:2 195 5 gS P . - - HOURS MILE* AGE COST CODE ON OFF ST OT A FEB 16 '99 10:03 FR PTL /PSI SEATTLE DIVISION (206) 262.0666 • FAX (206) 292•0710 __✓✓ M L tt w CAMA/1� ADDRESS 7F`" I I I'II E_ w •nal \dry S. _ 71..vvg\ A W lurs PROJECT LOCATION WORK DESCRIPTI Nor CASTSIDE DIVISION 025) ASSA24 • FAX (425) 445.4611 ATTENTION: 3;M Car IS GAUGE STANDARD: MS 601 DS 319$ LAB METHOD: XD1557 r D896 2 Ric. Certified Report by Pacific Testing Laboratories FIELD CONTACT: PURCH.ORD. �1 NUMBER CONTRACTOR NoriiL A Divis, of 1=3 a0 • I es • Construction +r. • — TACOMA DIVSION J 1253) 550.1 see • FAX (253) 589.2138 EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) /it 41 sta.!. w 4* Liam 4L for1'h 4.;6 . � s Tk� b k: w�� . 44411 44411 a. P �L ,+ 11 a gi o at ati W ����/IMSa•- ASTM TEST METHOD (AS APPLICABLE) MODIFIED 'SAVES G NO EXPLAIN: 1hi: report Ie provided for Ino inlymel:On el the clionl only, The !gm of thi: report by any moUrod, no ca tremmlt• tat to a Ifrird parry, by arty means. except In lull, wtmgut the written puma /Ion of Pacific Testing Laboratories, n otohibileo; •This cor i(t etion enema to the accuracy of the results otlraineo from Ute actual 10:1 perfotrtled end/ar dbeelvauolle made within the datmaa scope of the work. Cen /IcaIlon 8.1611 n01 be - stru8O to represent inspection, approve) or 111X9plance of other associated worK ore warranty 0160119.1 Or works • ' ' of the, etcalian roqulremenls: 206 282 0710 TO 4313665 DATE 9 0 DATE PORTLAND CS DIVISION (5031 2564118 • PAX (503) 232.5606 PORTLAND FORENSICS DIVISION (503) 232.7852 • FAX (503)212.7066 •1 SAMPLE 1.0. •2 SAMPLE I.D. +(EPORT NUMBER DR p 21243 PREVIOUS RPT. NO., 5371 i RUJ PROCTOR VALUE Contract Mln. TOTAL HOURS Chargeable Hours P.04/13 SPOKANE DIVISION (509) 5354571 • FM (509) 535.1267 PENINSULA DIVISION (360) 297.6521 *FAX (380).2974928 DATE 4 REPORTED ,1a _ BY ��"+ REVIEWED BY R DATE NUMBER 0-1/0A4 NUMBER TE 7i 8'61 ARCHITECT ����,,..'� ENGINEER Mir rw PROCTOR VALUE 13 rtFE7 WORK CONFORMS VEST/ NO •, HOURS MILE. AGE COST CODE ON 1NPLACE DENSITY TEST RESULTS P/F TEST LOCATION tt , '' 1�dJ WET DEN. DRY DEN. MOIST' % ., - COMP % SPEC % I O okl too . site Ie �,rc.7, •. W. eNO 5L� , I44 • 1 ,44 - 1 . 9s,13 tt r << p 1 % 11 rl t t • � C. goo i {fir 3. � C t<. P 41:2 14 _ ■ 1 1 r • HOURS MILE. AGE COST CODE ON OFF ST OT I A Division o Constrwetion SEP 4 .E:-; P T f o cPACOT A' ^_ REPORTED yy��� 42C MALIN IG 1"`er00 t RE jl:I .� DATE ADDRESS `41 t I 1 . WA1 REVIEWED BY DATE b NU aRP a 246 NUMBENATE �r� + NUMBER 1 1•.n V✓ . ARCHITECT��:4'4' COW./ al r4q ENGINEER A.16 �I CONTRACTOR Orap to PROJECT 63(1(.1(3) // �, I 8ER RD LOCATION / WORK m SCRIPT(ON: I V IvrV �� �O U Coy PST tai sofa- '_ suP, . 114E7 Kip • � GAUGE STANDARD: MS LAB METHOD: 01557 17 0698 Rice ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) This report la provMgd for the information of the client onfy.Tha reproduction of thl6 rayorl, by any method and Its transmit- tal to a third pany, by any moms, except m lull, without the written permission of Pectic Telling Laberalorte4. Is prohibited.' 'Thai cendlcehon /Nests to the accuracy d Via results obtained from the actual toss penormed and/or observations made within the defined scope of the work, Cendicatan span not be con4lru4d to represent inspection. approvar or acceptance of other assocneed work or a warranty of design or Iry :oscine-anon raquuamanta.' Certified Report by Pacific Testing Laborator FIELD CONTACT: DATE FEB 16 '99 10:03 FR PTL /PSI SEATTLE DMSION (20e) 2E2 -0666 • FAX (206) 252 -0710 LABORATORIES PORTLAND CS DIVISION (503) 2S6•8410 • FAX (503) 2524608 E DIVISION TACOMA DIVISION PORTLAND FORENSICS DIVISION (253) 589.1804 • FAX (253) 5804136 (503) 232.7652 • FAX (503) 232.7668 ( 455•4244 • FAX (425) 465.4511 ATTENTION: ..l (Pi CAPLSet ti., OS o MOORED 206 282 0710 TO 4313665 unLi YES NO EXPLAIN: DATE R:44 '2 SAMPLE I.D. P.05/13 REPORT NUMBER DR 25371 PREVIOUS RPT. NO. TS S1 0 PROCTOR VALUE SPOKANE DIVISION (S09) 595.3571 • FAX (509)53S-1257 PENINSULA DIVISION (380)297.8821 • FAX (38012074628 S AMPLE I.O. 1 I Rk.4%. PROCTOR VALUE © 4 ►' I. WORK CONFORMS YES _ NO IL Contract Mtn. I TOTAL HOURS Chargeable Hekr: HOURS MILE - AGE „,,,, INPLACE DENSITY TEST RESULTS TEST LOCATION ST OT WET . DEN. MOIST . CO SPEC P/F 4 - ors — 6 till. b 17--q 11.E 1.0 .9' its f MUM S E. 6-.!D ; 13.1 128 26 q3 I✓ (10 I WIMP _. 13 128 2'1- g3 _ T W - Ar4 - 14 .1 S De s-r s _> - , GI- 3k Ica , , P ' p -e 1 I • 3.z t aK HOURS MILE - AGE „,,,, C OST CODE 0 OFF ST OT vm, MUM FEB 16 '99 10 04 FR PTL -"5I n n AUG 2 6 158 PACIFIC TESTING LABORATORIES SEATTLE DIVISION EASTSIDE DIVISION (206) 2820656 • FAX (206)262-0710 A5) 885.1248 • FAX (825) 885.8811 kAefoi)/ V.40, Ccumil ADDResi 1 1 I L 6 1 i 4 t )AL V S• .� 1-l.{tJ I LA- Wt - PROJECT LOCATION ATTENTION: Sock: 16D c Sou h Lu11 PURCH. ORD. NUMBER I WORK DESCRIPTION: lJ 6 { v « - r� ► ICe r€+ c iI cus ll„M�o C. G, "rue rb -cf.) -caste • �= M -re:•t a.. w e a d s ! '1 An C tI P1 j1i w otil AS ► s , J4C / -• BC� J 1 oµM6t eD 1 t wilrfeB. P� Ni 'T LAA p D Ret*Pik7r • AD Pre.oNti460 Cn 14 PI 1(c AJ6 ,j ak Ards` uJ PQ tJc ra - -SDuenl- pint cad 4rJ � —Warr Dlt�Iwti1. 8 f ' ( Pere 1� -rim mac-[ ulo(l - to es'r. CoL.tP/br i,c.,) vJ �� A 1. sce< - 43 114 GAUGE STANDARD: MS 1i-DS 2c - 1 3 j LAB METHOD: 0155? ': 0698 = Rice ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) 4- ceiPio 'RN report to provided for Ine InlormatlOn of the clam Onry. The reproduction of the report. try arty method, and its trensmll- tal to a third party. 0y any means. accept In lull. without the wrltlon permisalon Of PacIle Testnp L aboralorlea, Is erohbited.' Thu cart! callon attests to the accuracy of the results oolaned from the actual lest portormed antllor obesnatons made within the definod :cops of the work. Cendical(on shall not be construed to represent Inspection, approval or acceptance of Mar assoc oIed work Or a warranty or design Jc F+OIRa the speMlcation requirements Certified Report by, Pacific Testing Labora FIELD CONTACT: A Division of 34 Con,esnorlar rwwue • enerrr..w • T .Ono TACOMA OIVISION PORTLAND FORENSICS OIvISION PENINSULA DIVISION (253) 589.1008 • FAX (253) 5112136 MODIFIED = YES ONO EXPLAIN: DATE 206 282 0710 TO 4 PORTLAND CS DMSION (503) 2584818 • FAX (503) 252.5609 (503) 232.7652 • FAX (503) 232-7886 REPORTED 1 te .�y BY J'� DATE REVIEWED DATE ��••••�� NUMBER 1, I �,". 0 CERTIFICATE 7/2,, ARCHITECT G J'O�J'� Q4i jb i etc)/407 ENGINEER J AA � ,,,.�� �� �” , Ds CO L+ i CONTRACTOR '"GA Ca-ST. 1 SAMPLE I.D. '2 SAMPLE I.D. DATE d9.1,42Zt Contract Mln. P.06/13 - riEPORT NUMBER DR 25344 PREVIOUS APT. NO. CIPN 2g SPOKANE DIVISION (509) 5353571 • FAX (505) 5351287 (360)297.9621 • FAX (360) 297.8825 PROCTOR VALUE II MI AJU AOCTOR VALUE 13; f2F WORK CONFORMS YES)( NO T OTAL HOURS Chargeable Fours Project Name n/AZO (eLai SL L 5 Address \ \\fit F4141*- 14 \ac rq._ Suite # Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: .V Hood & Duct: Halon: Monitor: ∎tJ A Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. V11 SI 0 12a'-‘1 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax: (206) 5754439 FEB 08 '99 11:20 FR PTL/PSI 1r• // Environmentai Gootechnical P . Construction Consulting • lingioseving . Misting February 8, 1999 File No. 712 -80149 Mr. Bill Sharer King County Building Department 900 Oaksdale Ave. S. W. Renton, WA 98055 -1219 Subject Project Name Educted Solid Facility 0 C73180C Project Address 11911 East Marginal Way South Permit No. D-97 -0248 WORK REQUIRED WORK INSPECTED Structural Steel Erection Reinforced Concrete In -place Density Tests $Y:sy($bul. 71240149.nm) NAL SERVICE INDUSTRIES, INC. Yaghmaie, P. E., Manager, Seattle Construction Services Department cc: Jim Carlson, METRO/King County 206 282 0710 TO 8244954 P.01/01 Structural Steel Erection Reinforced Concrete In -place Density Tests We have completed the requested special inspections on the subject project. Our final report, dated 1 -29- 1999, is numbered FR 1234. To the best of our knowledge, all work inspected conformed to approved plans, specifications, Ul3C, and related codes, and/or verbal or written instructions from the Engineer of Record. Information 'lb Build On Professional Service Industries, Inc. • 325716th Avenue West • Seattle, WA 95119 • Phone 206/282.0668 • Fax 2061202-0710 ** TOTAL.. PAGE.01 :0 C, .lets de transmission par ttlkopleur most -It' Fax Note 717 +e on» . 1;:•‘--; 0 "pQ'� C ^ Aen Fi'A;d k55en M Ia � ,� (9/11,,/, /_ CGiOoot I GGGrrr. - ,m+OS G. j . haresIIPra* oft sNrdia. r - Z 0- 3)S -Iw nil OE N j - 214-4214 -4 - c. 1- 2SD— 1 Ot3c J 914 X29 -99 FR I 1 1 :.'1 ,�. -29 -99 FR I 11:5111 • January 20, 1999 To whom it may concern: Re.. Order g SE -2446 Tagged C.D. Construction The enclosed drawing SK -2446 is ea screptahle repair sotutiog o the above vacationed building Trusting the armload to bo satisfactory, With best Regards,. • SNOWCAP "h dlvidualized Quality acrd Service at a Pr a Enntn rc4 Price " ,.Claude Neveu, Y.P. Engineering Perim Building rrantes (USA) Luc. • . :i WATERS 'FILE CPY • • 1111 Alabama SG Se. Joseph, MO 64504 • 01 6)23:14701 FAX: (81 d) 238•77QQ • �. . g-- FR I 1 1 N -29 -99 FRI 11 s86 1 SNOWCAP WATERS P _.0 2 TEPHEN P. MASLAN f. CO, GIG TO9 P.S2 VICINITY MAP 0 1 2 3 4 5 WLES AUBURN • • RENTON ALGONA • PACIFIC KING CO ETC FACILITIES MAINTENANCE SOUTH BASE ANNEX A PROJECT LOCATION 11911 E MARGINAL WAY S S 115TH sr S 124TH ST S 116TH ST LOCATION MAP 0 200 400 600 FEET S 117TH sT SOUTH BASE TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A101 SECTION NUMBER ELEVATION NUMBER Al SECTION SCALE: 1 1/7 - 1' -0' No. A 5 DRAWING ON WHICH SECTION /ELEVATION APPEARS. — INDICATES THE DRAWING IS ON THE SAME SHEET. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED SECTION NUMBER DRAWING ON WHICH SECTION WAS TAKEN. — INDICATES THE DRAWING IS TAKEN FROM THE SAME SHEET. (3) DETAILS ARE CROSS— REFERENCED IN A SIMILAR MANNER. EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. REVIS B PERMIT BE.OUIP,EO FOR: M ECHANICAI- EL-ECTRI PLUMBING o GAS PIPING or( OF TUICVVILA BUILDING DIVISION SOUTH BASE FACILITIES MAINZ EDUCTED SOLIDS HAIL • / N r \' S 116TH ST • �fU i 1�U �`�J`�j‘�) � �111.�0\G W 4111 � ARCHITECT Pf 011‘ N 2 6 S 122N0 ST SHEET *. DRAWING N GENERAL 1. CIVIL 2. EC101 3. EC102 ARCHITECTURAL 4. 5. 8. 7. 8. EG101 EA101 EA102 EA.301 EA401 EA402 STRUCTURAL 9. ES101 10. ES102 ELECTRICAL 11. 12. CONTRA( EE101 EE102 oWT NONE comma Nog C73180C F ■T \T1ON MAP >0 400 600 FEET 0 3114 1 REGISTERED I 1 ARCHITECT SHEET( ). DRAWING NO. \\ S 116TH ST GENERAL E CIVIL 2. 3. ARCHITECTURAL 4, 5. 6. 7. 8. STRUCTURAL 9. 10. ELECTRICAL 11. 12. SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTH EDUCTED SOLIDS HANDLING FACILITY CONTRACT NO. C73180C OWT EGIO1 VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS EC101 EC102 EA101 GENERAL. NOTES, CODE INFO & PROJECT DATA EA102 SITE PLAN EA401 BUILDING ELEVATIONS EA402 BUILDING ELEVATIONS, SECTIONS AND DETAILS ES101 FOUNDATION PLAN, FRAMING ELEVATIONS ES102 STRUCTURAL NOTES AND DETAILS EE101 EE102 OWT Swr: NONE C73180C F INDEX TO DRAWINGS CIVIL SITE PLAN PAVING DETAILS kV CA FILE CO 2. ." »" - ELECTRICA �� . + ^ l.t) �i ll he plan Check -ri ,1 1 t i, 1 i k 10 errors that t i-31Q(ver,. 11 1 unders �n;l ;iyyt,'eitt ;,3 +',T � V error + �. i ; x+. 1,.\1,. . , ., , +;. ."14( .'..'''11 I S 1i ,�tf • t-1• • ;:rZiC UT d15.rro %71 1 . . By /; c/ Date permit No- 10 K ne County ....'•. LE SOUTH BASE ANNEX EDUCTED SOUDS HANDUNG FACILITY VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS 0 • OFTUKWILA JUN 1 5 1998 p PERMIT CENTER H CAM 12/23/97 moo E20G101.Dwc EG101 ow Mk OP 1 1 t CONSTRUCTION SEQUENCE: 1. ARRANGE AND ATTE( 'RECONSTRUCTION MEETING WITH CITY OF TUKWIL.a INSPECTORS. 2. INSTALL FABRIC AND WIRE MESH FILTERS ON CATCH BASINS. 3. INSTALL CONDUITS. 4. CONSTRUCT BUILDING. 5. PLACE PAVEMENT. 8. REMOVE FABRIC AND WIRE MESH FILTERS. (13 at #4 MAYBE SIMULTANEOUS OR REVERSED) NOTE: INSTALL ON AU. CATCH BASINS SUBJECT TO RUNOFF FROM BUILDING SITE FABRIC (INSPECT DAILY. FERNCO ADAPTER GRADE Y CONNECTION 6" SO A ELM AND WIRE MESH FILTER CLEAN /REPLACE AS REQUIRED) SECTION SCALE NTS FILTERED WATER SECTION A —A DOWNSPOUT CONNECTION DETAIL SCALE: NTS TT WIRE MESH WITH FILTER FARM ON TOP 6" UNE FLAMABL: STORAGE DOWNSPOUT 6 45' BEND N 0079'08" E =S`TM R[W SR - - 10.00' �„ — SOUTH R SR599 N n, EXISTING - R1 HYDRANT N CUT PIPES FLUSH 1' ABOVE FINISHED GRADE L s S 1116'3r R- 1502.40' L - 313.19' -. __.., i � •._ t '- EXISTING FIRE 1 r HYDRANT 6,- 19'037' R - 1265.90' L - 437.32' TO BE INSTALLED WHERE DOWNSPOUTS ARE SHOWN ON FLOOR PLAN DRAWING (EA301) 11 Ii N E9'T4!TO" 224.42 * C • FOR PAVEMENT REPLACEMENT SEE DETAILS ®1 � O A- 08'38'44" R - 1492.40' L = 225.19' fEagiu EXISTI G taINTrn}Ar1Cc COND TS 3�75A J —BOX, UTILITY VAULT CO. 444 — (OR EQUIVALENT . i i NRV PARKING AREA " � o^ TRUCK AREA —� C.7- ‘ASITOR PARKING AREA EMPLOYEE ' PARKING I AREA !I I } BOX, UTILITY ULT CO. 444 LA . OR EQUIVALEN III O • ®{11MEW 111 1110111111Irlir i 0 SAWCUT & REMOVE ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHALT PAVEMENT SEE DETAI ISTINC LAI SAWCUT & REMOVE ASPHALT PAVEMENT INSTALL PIPE REPLACE ASPHALT PAVEMENT SEE DETAIL x x • EXISTING • ASPHALT SURFACE E 0 N 39 ` Y . -• - J EXISTING FENCE POST LINE. NO FABRIC. (TYP) APPROXIMATE LOCATION OF EXISTING • CONDUIT STUBS FROM FACILITIES MAINT. BLDG. (VERIFY IN FIELD) SAWCUT & REMOVE CONCRETE PAVEMEN" INSTALL CONDUIT & REPLACE CONCRETE • PAVEMENT. SEE DETAIL NEW CONDU SAWCUT & REMOVE SEE OETAI ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHAV PAVEMENT SLOPE PAVEMENT 0 2% M SEE DETAILn FROM BLDG. TO EXIST. AS �cyt (BLDG TO BE SET 0 13.0 ELEVATION PRIOR T CON EXIST. CATCH BASI PROVI ••• SDR 3034 PVC PIPE FOR DRAIN CONNECIlO CONTROL JOINTS CONC. PAVEMENT \\ w /HEAVY BROOM FINI SEE DETAIL SEE STRUCTURAL DWGS FOR CONRETE PAVEMENT 8c FLOOR SLAB INTERFACE FOR JOINT FILLER SEE DET ��NEW GATE. SEE EA102 E s r. s i2't!A; NEW EDUCTED SOLIDS HANDLING FACILITY SOUTH BASE ANNEX — FACILITIES MAINTENANCE SOUTH SCALE: 1 " -50' 11 F SYMONDS w. l W W 1•uy r. t� 1+ ! • •- ., MI TONAL L'A' ; GAG PJO s NI ttWtitrtocm an p wow C7.31 No. REVISION BY APP'O DATE r a t INIEL___Uai t CONSTRUCTION SEQUENCE: 1. ARRANGE AND ATTE( 'RECONSTRUCTION MEETING WITH CITY OF TUKWIL.a INSPECTORS. 2. INSTALL FABRIC AND WIRE MESH FILTERS ON CATCH BASINS. 3. INSTALL CONDUITS. 4. CONSTRUCT BUILDING. 5. PLACE PAVEMENT. 8. REMOVE FABRIC AND WIRE MESH FILTERS. (13 at #4 MAYBE SIMULTANEOUS OR REVERSED) NOTE: INSTALL ON AU. CATCH BASINS SUBJECT TO RUNOFF FROM BUILDING SITE FABRIC (INSPECT DAILY. FERNCO ADAPTER GRADE Y CONNECTION 6" SO A ELM AND WIRE MESH FILTER CLEAN /REPLACE AS REQUIRED) SECTION SCALE NTS FILTERED WATER SECTION A —A DOWNSPOUT CONNECTION DETAIL SCALE: NTS TT WIRE MESH WITH FILTER FARM ON TOP 6" UNE FLAMABL: STORAGE DOWNSPOUT 6 45' BEND N 0079'08" E =S`TM R[W SR - - 10.00' �„ — SOUTH R SR599 N n, EXISTING - R1 HYDRANT N CUT PIPES FLUSH 1' ABOVE FINISHED GRADE L s S 1116'3r R- 1502.40' L - 313.19' -. __.., i � •._ t '- EXISTING FIRE 1 r HYDRANT 6,- 19'037' R - 1265.90' L - 437.32' TO BE INSTALLED WHERE DOWNSPOUTS ARE SHOWN ON FLOOR PLAN DRAWING (EA301) 11 Ii N E9'T4!TO" 224.42 * C • FOR PAVEMENT REPLACEMENT SEE DETAILS ®1 � O A- 08'38'44" R - 1492.40' L = 225.19' fEagiu EXISTI G taINTrn}Ar1Cc COND TS 3�75A J —BOX, UTILITY VAULT CO. 444 — (OR EQUIVALENT . i i NRV PARKING AREA " � o^ TRUCK AREA —� C.7- ‘ASITOR PARKING AREA EMPLOYEE ' PARKING I AREA !I I } BOX, UTILITY ULT CO. 444 LA . OR EQUIVALEN III O • ®{11MEW 111 1110111111Irlir i 0 SAWCUT & REMOVE ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHALT PAVEMENT SEE DETAI ISTINC LAI SAWCUT & REMOVE ASPHALT PAVEMENT INSTALL PIPE REPLACE ASPHALT PAVEMENT SEE DETAIL x x • EXISTING • ASPHALT SURFACE E 0 N 39 ` Y . -• - J EXISTING FENCE POST LINE. NO FABRIC. (TYP) APPROXIMATE LOCATION OF EXISTING • CONDUIT STUBS FROM FACILITIES MAINT. BLDG. (VERIFY IN FIELD) SAWCUT & REMOVE CONCRETE PAVEMEN" INSTALL CONDUIT & REPLACE CONCRETE • PAVEMENT. SEE DETAIL NEW CONDU SAWCUT & REMOVE SEE OETAI ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHAV PAVEMENT SLOPE PAVEMENT 0 2% M SEE DETAILn FROM BLDG. TO EXIST. AS �cyt (BLDG TO BE SET 0 13.0 ELEVATION PRIOR T CON EXIST. CATCH BASI PROVI ••• SDR 3034 PVC PIPE FOR DRAIN CONNECIlO CONTROL JOINTS CONC. PAVEMENT \\ w /HEAVY BROOM FINI SEE DETAIL SEE STRUCTURAL DWGS FOR CONRETE PAVEMENT 8c FLOOR SLAB INTERFACE FOR JOINT FILLER SEE DET ��NEW GATE. SEE EA102 E s r. s i2't!A; NEW EDUCTED SOLIDS HANDLING FACILITY SOUTH BASE ANNEX — FACILITIES MAINTENANCE SOUTH SCALE: 1 " -50' 11 F REPLACEMENT SOUTH R SR599 0 A- 08'38'44' R - 1492.40' L = 225.19' EXISTI C COND TS . a �+ TRUCK DS D SAWCUT & REMO,IE— ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHALT PAVEMENT SEE DETAI 0 NEW CONDU SAWCUT & REMOVE SEE DETAI ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHALT PAVEMENT SEE DETAIL 7® - - - j _©cISSTirC iArADSCAPE — STRiP: =/- "3'= B' SAWCUT & REMOVE ASPHALT PAVEMENT INSTALL PIPE REPLACE ASPHALT PAVEMENT SEE DETAI • iY1 EXISTING ASPHALT SURFACE E • 1 /8' RAISE , 1 /2'WIOE BORDER — ' t I SZV EXISTING FENCE POST LINE. NO FABRIC. (TYP) I CAST IRON FRAME COVER SAWCUT & REMOVE CONCRETE PAVEMENT INSTALL CONDUIT & REPLACE CONCRETEI PAVEMENT. SEE DETAIL APPROXIMATE LOCATION OF EXISTING CONDUIT STUBS FROM FACILITIES MAINT. BLDG. (VERIFY IN FIELD) SLOPE PAVEMENT 0 2% MIN. FROM BLDG. TO EXIST. ASPHALT (BLDG TO BE SET • 13.0'. VERIFY ELEVATION PRIOR TO CONSTRUCTION) EXIST. CATCH BASINJ PROVIDE 6" o" 3034 PVC PIPE FOR ROOF —__ ._ DRAIN CONNECII CONTROL JOINTS \ CONC. PAVEMENT w /HEAVY BROOM FINIS'k \ SEE DETAIL 40 SEE STRUCTURAL DWGS FOR CONRETE PAVEMENT & FLOOR SLAB INTERFACE FOR JOINT FILLER SEE DETAIL r - - NEW GATE. SEE EA102 — cESS a:lt,' ----- - - - - - NEW EDUCTED SOLIDS HANDLING FACILITY SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH SCALE: 1' -50' 11 i OONW. T Na C73180C I• • King County WYE OR 1/8 BEND R APPROVED PM LETTER DATED • 1/2' DIA. HOLES (4) SQUARE CONC. CL. 5 (3/4). 12' 0 0.I.P.• FIBRE JOINT PACKING --- 6" CLEANOUT DETAIL SCALE: NTS RECENED CITY OF TUKWILA JUN 1 6 1998 PERMIT CENTER SOUTH BASE ANNEX EDUCTED SOUDS HANDUNG FACIUTY CIVIL SITE PLAN • 2' -0' W 4 3/4' •1/8 BEND TO BE INSTALLED AT THE END AND AN POINT OF ROOF DRAIN CONNECTION PI! WORKS qg8 DEC. 23, 19 CU Na MAIMS Na EC10' 94¢T Na 2 a co 2r-r zr-o' r 4r-r ENDVALL ELEVATION a-ar 2r-*- - r FNDVALL ELEVATICK - 2 :75.. PITCH 12307 Zr • 2r-r m 2r-r •o�-r Yt•w0A•CC alms CM, SIDEWALL ELEVATION LOW-SIDE SIDEWALL ELEVATION( HIGH -SIDE zr-• 2r—r __ zr-r sa-r * v 0 0 p © BaP 10) BAP AFA A 1/8' s T T FRAME DETAIL 4• r MATERIAL DATA .2L - 3'x3'x1/4' 2L - 2x2x3/16' 2L - 2'x2'x1/8' 2L - 1 1/2'x1 1/2'x1/8' IL - I 1 /2'X1 1/2'x1/8' V8x21 V8x15 1/2' PLATES - 3/4' • A325 BOLTS 1/2' PLATES 2 - 3/4' • A3E HALTS CyK 2 AUNCH DETAIL LOW -SIDE PURLDI IL - l'xl'x1/8' MIN 3 BRACING DETAIL 4 ‘....V ONE ALTERNATED AT PTS MARKED ■ 8 1/4' a G 1/2' PLATES 2 - 3/4' • A325 BOLTS vs I- ,• a 4 - 3/4' • A325 BOLTS 0 + AUNCH DETAIL K HIGH -SIDE tit 1/2' PLA BU • • • A325 BCL'S 1/2' PLATES - 3/4' • A323 BOLTS DETAIL SIDE PURLIII I'xl'xl/9• MIN ;ING DETAIL. _TERNATED AT PTS MARKED = 4 - 3/4' • A323 BOLTS 1/2' PLATES 2 - 3/4' 0 A325 BOLTS g lAUNCH DETAIL HIGH -SIDE 1/2' PLATES pE � �K�A �R i � J BUILDING FRAMES° 1/2' BASE I. ANCHOR BOLT (BY OTHERS) COLUMN BASE DETAIL FOUNDATION (BY OTHERS) GENERAL NOTES: 1) THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM'" BUILDING CODE. 2) STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM -A36 (Fy = 36 ksl), ALL STRUCTURAL COLUMN AND BEAM STEEL TO BE ASTM -A572 ffy = 50 ksl AND ALL LIGHT GAGE CHANNEL MEMBERS ARE TO BE (Fy = 57 ksD. 3) ALL BOLTS TO BE GRADE A325 AND SHALL BE TIGHTENED IN ACCCIRDANCE WITH THE „ 'SPECIFICATMN FOR STRUCTURAL MINTS . USING ASTM A325 OR A490 BOLTS' 'TURN OW h • NUT TIGHTENING' OR EGUAL. 4) ALL WELDS TO BE IN ACCORDANCE VI �) O. AWS DLI -92. 4 • 5) FOUNDATION AND EMBEDDED ITEMS (BY OT R 0025917 :s ASSURE E PROPER LEVEL, S TEELL FRAME ASSEMBLY. T l G •' s lSTER . 6) OF' THE STRUCTURAL SSYYST EMBRACING N MUST NOT BE �( \�NV REMOVED OR ALTERED IN ANY WAY. 7) THE ERECTOR SHALL BE RESPONSIBLE FOR BUILDING IN CONFORMANCE TO THESE DRAVINGS, DETAILS, AND ASSEMBLY GUIDE. 8) FRAME OR FRAMES DESIGNED FOR BAY SPACING AS NOTED IN DETAILS ABOVE. 19) DESIGN DATA LIVE LOAD = 25 psf. VIND SPEED/EXP. = 90 nph /'B' DEAD LOAD = 4 psf. • steel C.D. CONSTRUCTION TUKV y, ASHINGTON ;T ENGIN a.b LT =32 mo 6/2/98 147000 (2.75 PI 40'xt16'x60' Q2 cm SE- 2446,DWG G DRAWING R20' BAYS ....0 RLF/MTS wu¢t rro SE -2446 JUN 0 9 1998 4' 60' -0' 4' 4i 20' -0' 20' -0' 20' -0' 4' I I 1..:. E --- S ELEV. W I ce — 4' -0' a 0 N (TOP tx W I OF PIER) ism Lam. O O n Lu cc LL • cp O O & O O N W m Li p O —( — • " 0 Cu • O 1 O Cu ,., [ LINE O ANCHORS 8 ENDPOSTS 60' -8' 2 1/2' BUILDING LINE O ANCHORS a CORNER 2 1/2' LBUILDING LINE O ANCHORS 2 SIDEVALL BUILDI I + NE 4 mr c 1 CU • . C7 CU BUILDING LINE ANCHORS 2 SIDEVALL ta” BUILDING FRAMES* GENERAL NOTES: 1) THIS IS AN ANCHOR BOLT LAYOUT • 0025 91? 2) THE OWNER IS RESPONSIBLE FOR ,e .` P`G ISTE RtiO. � FOUNDATION TO COMPLY WITH LOCAL NY BUILDING CODES. � � _� 3) FOUNDATION DESIGN SHALL BE BASED > �� t ON THE COLUMN REACTIONS INDICATED ���� 1 1 AND THE SOIL BEARING CAPACITY. . P Q /�Q :V 4) ANCHOR BOLTS CBY OTHERS) TO K 5/8' DIA. GRADE A307 UNLESS OTHERWISE NOTED AND SHALL HAVE PROPER EMBEDMENT AND COVER. 5) DESIGN DATA' LIVE LOAD a 25 psf. WIND SPEED /EXP. 90 nph /'B' DEAD LOAD a 4 psf. + steel THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. .e.a NTS map 6/2/98 C.D. CONSTRUCTION TUKWILA. WASHINGTON ANCHOR B9 LAYOUT NNW° Pa M7000 C2.75'12 PITCH) '••/ 40'xt16'x60' 123 LL 120' HAY'S • w 2446 AB.DWG SE -2446 NOTE: WINDBRACE RODS TO BE LOCATED 1 N BAYS BETWEEN OLUMN LINES 1 & Q2 ROOF ONLY, �2 & Q3 ROOF AND LOW WALL ONLY. woo n. RLF /MTS COLUMN REACTIONS (KIPS) COLUMN LINE DEAD LOAD LIVE LOAD WIND LOAD 'A' L ' VER. 2.667 11.000 : 5.512 HOR. 0.136 0.647 : 3.430 I + NE 4 mr c 1 CU • . C7 CU BUILDING LINE ANCHORS 2 SIDEVALL ta” BUILDING FRAMES* GENERAL NOTES: 1) THIS IS AN ANCHOR BOLT LAYOUT • 0025 91? 2) THE OWNER IS RESPONSIBLE FOR ,e .` P`G ISTE RtiO. � FOUNDATION TO COMPLY WITH LOCAL NY BUILDING CODES. � � _� 3) FOUNDATION DESIGN SHALL BE BASED > �� t ON THE COLUMN REACTIONS INDICATED ���� 1 1 AND THE SOIL BEARING CAPACITY. . P Q /�Q :V 4) ANCHOR BOLTS CBY OTHERS) TO K 5/8' DIA. GRADE A307 UNLESS OTHERWISE NOTED AND SHALL HAVE PROPER EMBEDMENT AND COVER. 5) DESIGN DATA' LIVE LOAD a 25 psf. WIND SPEED /EXP. 90 nph /'B' DEAD LOAD a 4 psf. + steel THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. .e.a NTS map 6/2/98 C.D. CONSTRUCTION TUKWILA. WASHINGTON ANCHOR B9 LAYOUT NNW° Pa M7000 C2.75'12 PITCH) '••/ 40'xt16'x60' 123 LL 120' HAY'S • w 2446 AB.DWG SE -2446 NOTE: WINDBRACE RODS TO BE LOCATED 1 N BAYS BETWEEN OLUMN LINES 1 & Q2 ROOF ONLY, �2 & Q3 ROOF AND LOW WALL ONLY. woo n. RLF /MTS 4', 60' -0' 4' 4'i 20' -0' 1 20' -0' 20' -0' 14' I I 1 II MM NM 1 1 - 1 - i ELEV. w 0 ce 4' -O' (TOP w o LL. J o f) o 0 N • I OF PIER) Mal L. o o 0 N W X Q W LL 0 0 0 S W X Q EL L. 0 0 0 N d Ell NITIII MM / - BUILDING LINE Cu O ANCHORS E ENDP ❑STS 2 1/2' 1 I L BUILDING LINE O ANCHORS 2 CORNER BUILDING LINE O ANCHORS e SIDEWALL 0 r- RECEIVED CITY OF TUKW SEP -219' PERMIT CENT RE\ BUILDING 4' � CU CU BUILDING LINE AN HuRS e SIDEWALL qsoz4o 1/2' P Pa'%oc O ;s RECEIVED CITY OF TUKWILA SEP - 2 1998 PERMIT CENTER 5) DESIGN DATA: BUILDING FRAMES* =az NTS GENERAL NOTES: 1) THIS IS AN ANCHOR BOLT LAYOUT ONLY. 2) THE OWNER IS RESPONSIBLE FOR THE FOUNDATION TO COMPLY WITH LOCAL BUILDING CODES. 3) FOUNDATION DESIGN SHALL BE BASED ON THE COLUMN REACTIONS INDICATED AND THE SOIL BEARING CAPACITY. 4) ANCHOR BOLTS (BY OTHERS) TO BE 5/8' DIA. GRADE A307 UNLESS OTHERWISE NOTED AND SHALL HAVE PROPER EMBEDMENT AND COVER. LIVE LOAD = 25 psf. WIND SPEED /EXP. = 90 mph /'B' DEAD LOAD = 4 psf. + steel THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. NOTE: WINDBRACE RODS TO BE LOCATED IN BAYS BETWEEN COLUMN LINES � & 2® UPPER HIGH SIDE WALL, 2 & ®ROOF, UPPER HIGH SIDE WALL, AND LOW WALL, ®& ® ROOF ONLY. REVISION NOTE: REVISIONS NOTED WITH CLOUD. Pm 6/2/98 C.D. CONSTRUCTION TUKWILA, WASHINGTON ANCHOR BOLT LAYOUT nrvu M7000 (2.75:12 PITCH) 40'xt16'x60' R25 LL E20' BAY'S VIM P. xV18:0 w 2446 AB.DWG I Nu" SE -2446 RLF /MTS 8/25/98MT COLUMN REACTIONS (KIPS) COLUMN LINE NE L DEAD LOAD LIVE LOAD WIND LOAD 'A' 6 •C• VER. 2.667 11.000 : 5.512 HOR. 0.136 0.647 : 3.430 4' � CU CU BUILDING LINE AN HuRS e SIDEWALL qsoz4o 1/2' P Pa'%oc O ;s RECEIVED CITY OF TUKWILA SEP - 2 1998 PERMIT CENTER 5) DESIGN DATA: BUILDING FRAMES* =az NTS GENERAL NOTES: 1) THIS IS AN ANCHOR BOLT LAYOUT ONLY. 2) THE OWNER IS RESPONSIBLE FOR THE FOUNDATION TO COMPLY WITH LOCAL BUILDING CODES. 3) FOUNDATION DESIGN SHALL BE BASED ON THE COLUMN REACTIONS INDICATED AND THE SOIL BEARING CAPACITY. 4) ANCHOR BOLTS (BY OTHERS) TO BE 5/8' DIA. GRADE A307 UNLESS OTHERWISE NOTED AND SHALL HAVE PROPER EMBEDMENT AND COVER. LIVE LOAD = 25 psf. WIND SPEED /EXP. = 90 mph /'B' DEAD LOAD = 4 psf. + steel THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. NOTE: WINDBRACE RODS TO BE LOCATED IN BAYS BETWEEN COLUMN LINES � & 2® UPPER HIGH SIDE WALL, 2 & ®ROOF, UPPER HIGH SIDE WALL, AND LOW WALL, ®& ® ROOF ONLY. REVISION NOTE: REVISIONS NOTED WITH CLOUD. Pm 6/2/98 C.D. CONSTRUCTION TUKWILA, WASHINGTON ANCHOR BOLT LAYOUT nrvu M7000 (2.75:12 PITCH) 40'xt16'x60' R25 LL E20' BAY'S VIM P. xV18:0 w 2446 AB.DWG I Nu" SE -2446 RLF /MTS 8/25/98MT 1/2' BASE R. ANCHOR BOLT CBY OTHERS) cc cc ce W 0 m N ru Co COLUMN BASE DETAIL 2,75112 PITCH 12.907° gr Zr 0 1/8' FOUNDATION CBY OTHERS) 1/2' PLATES — 3/4 0 A325 BOLTS 102.907' 1/2' PLATES 2 — 3/4' 0 A325 BOLTS HAUNCH DETAIL LOW —SIDE MATERIAL DATA 10 2L — 3'x3'x1/4' 0 2L — 2x2x3/16' 3Q 2L — 2'x2'x1/8' 0 2L — 1 1/2'xl 1 /2'x1 /B' 0 1L — 1 1/2'xl 1/2'x1/8' © W8x21 0 W8x15 40' -8' OUT TO OUT FRAME DETAIL PURLIN 1L — l'xl'x1 /B' MIN BRACING DETAIL ONE ALTERNATED AT PTS MARKED ■ © O AAP ill11) ° .4011011111/1"1" xe. BAP L. 8 1/4_ 4 - 3/4 0 A325 BOLTS 1/2' PLATES 2 — 3/4' 0 A325 BOLTS 1/2' HAUNCH DETAIL HIGH—SIDE Si cn BUILD LTS DETAIL IDE IER) 1/2' PLATES RECEIVED CITY OP TO W° SE.p _ 21991 PERMIT CENTER (rta BUILDING FRAMES. 8 - 3/4' 0 A325 BOLTS 1/2' PLATES W8x10 BEAM W8x10 BEAM PORTAL BEAM DETAIL GENERAL NOTES: I) THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. 2) STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM -A36 (Fy = 36 ksD, ALL STRUCTURAL COLUMN AND BEAM STEEL TO BE ASTM -A572 (Fy = 50 ksp AND ALL LIGHT GAGE CHANNEL MEMBERS ARE TO BE cry = 57 ksQ. 3) ALL BOLTS TO BE GRADE A325 AND SHALL BE TIGHTENED IN ACCORDANCE WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' 'TURN OF NUT TIGHTENING' OR EQUAL. 4) ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 -92. 5) FOUNDATION AND EMBEDDED ITEMS (BY OTHERS) MUST BE LEVEL, SQUARE, AND ACCURATE TO ASSURE PROPER STEEL FRAME ASSEMBLY. 6) WIND AND BOTTOM CHORD BRACING ARE PART OF THE STRUCTURAL SYSTEM AND MUST NOT BE REMOVED OR ALTERED IN ANY WAY. 7) THE ERECTOR SHALL BE RESPONSIBLE FOR BUILDING IN CONFORMANCE TO THESE DRAWINGS, DETAILS, AND ASSEMBLY GUIDE. B) FRAME OR FRAMES DESIGNED FOR BAY SPACING AS NOTED IN DETAILS ABOVE. 9) DESIGN DATAt LIVE LOAD = 25 psf. WIND SPEED /EXP. = 90 nph /'B' DEAD LOAD = 4 psf, + steel C.D. CONSTRUCTION . TUKWILA, WASHINGTON ENGINEERING DRAWING s i L 1 =32 mm 6/2/98 ..ovw n. M7000 (2.75 PITCH) 40'x- 16'x60' 825 LL E2 0' BAYS ..vrc..o SE-2446A.DVG a SE -2446 te r' RLF /MTS Ana► 7/22/98MTS PURLIN IL - l'xl'x1 /B' MIN BRACING DETAIL ■.!..y ONE ALTERNATED AT PTT MARKED ■ 8 1/4' L- i 1/2' PLATES 2 - 3/4' 0 A325 BOLTS 4 = 3/4' 0 A325 B HAUNCH HIGH -S got 4' -0' EL (TOP OF P n 20' -0' n 40 -8' 20' -0' ENDWALL ELEVATION n 4' n n n I I 1 . II 11 11 i 4'1 20' -0' 40' -8' 20' -0' 4' k ENDWALL ELEVATION 4' n I I INS 20' -0' 1/2' 0 WINDBRACE RODS CTYP) SIDEWALL ELEVATION LOW -SIDE W8x10 PORTAL BEAM CTYP) 1/2' 0 WINDBRACE RODS CTYP) 60' -8' n n II II 11 11 20' -0' SIDEWALL ELEVATION HIGH -SIDE 20' -0' RECEI ;ITY OF T SEP 4' ����� PERMIT d�Q �D 1/2' 0 WINDBRACE RODS CTYP) 0 0 w a rx �o 0 0 0 20' -0' 0' -e' L ELEVATION OW -SIDE BEAM CTYP) n I I 20' -0' 1/2' 0 WINDBRACE RODS CTYP) 20'-0' 60'-8' IGH -SIDE n II LL ELEVATION 20' -0' �,--3 GIRTS ON 3 SIDES; (HIGH SIDE OPEN) RECEIVED :AV OF TUKWILA SEP - tint U� lv�` i��'� pL:RMIT CENTER \"3 we REVISION BUILDING FRAMES° STEEL PURL INS CBY 6 ,.ERS) 1/2' 0 WINDBRACE RODS CTYP) ROOF FRAMING PLAN 4 GENERAL NOTES: 1) THIS BUILDING FRAME HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. 2) STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM -A36 (Fy = 36 ksD, ALL STRUCTURAL COLUMN AND BEAM STEEL TO BE ASTM -A572 (Fy = 50 ksD AND ALL LIGHT GAGE CHANNEL MEMBERS ARE TO BE CFy = 57 ksD. 3) ALL BOLTS TO BE GRADE A325 AND SHALL BE TIGHTENED IN ACCORDANCE WITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' 'TURN OF NUT TIGHTENING' OR EQUAL. 4) ALL WELDS TO BE IN ACCORDANCE WITH AVS D1.1 -92. 5) FOUNDATION AND EMBEDDED ITEMS CBY OTHERS) MUST BE LEVEL, SQUARE, AND ACCURATE TO ASSURE PROPER STEEL FRAME ASSEMBLY. 6) VIND AND BOTTOM CHORD BRACING ARE PART OF THE STRUCTURAL SYSTEM AND MUST NOT BE REMOVED OR ALTERED IN ANY WAY. 7) THE ERECTOR SHALL BE RESPONSIBLE FOR BUILDING IN CONFORMANCE TO THESE DRAWINGS, DETAILS, AND ASSEMBLY GUIDE. 8) FRAME OR FRAMES DESIGNED FOR BAY SPACING AS NOTED IN DETAILS ABOVE. 9) DESIGN DATA LIVE LOAD = 25 psf. WIND SPEED /EXP. = •90 Mph /'B' DEAD LOAD = 4 psf. + steel NOTE: REVISIONS NOTED WITH CLOUD. r.{. LT =32 NOP C.D. CONSTRUCTION TUKVILA, WASHINGTON ENGINEERING DRAWING 6/2/98 r•41vu r.. 147000 (2.75 PITCH) 40'xt)6'x60' 825 LL 820' BAYS W SE 2446B.DWG mu"' SE-2446 RLF /MTS NVIOM 8/26/98MT 7 -07 -1998 12:00PM July 7, 1998 Sincerely, ri Th., NORDIC CONSTRUCTION "An Equal Opportunity Employer" General & Mechanical CITY OF TUKWILA ATTENTION: KEN NELSON FAX 206 -431 -3665 RE: EDUCTED SOLIDS 98322 C73180C The metal building permit we have applied for is going to sit on a foundation. The civil foundation permit for this foundation is #1397 -0248. NORDIC CONSTRUCTION, INC. Marcia Valdez Administrative Assistant FROM NORDIC CONSTRUCTION. 206824.1954 P.1. DIB-ozio • FIKOEIVED : CITY OF TUKWILA SAP 2 1998 � iiRm i CENTER Shop Address: 2608 South 208th • Seattle, WA 98198 Office Phone: 206424 -4200 • Fax: 206 - 824.4954 Contractor's License No. NORDICI114LZ TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering September 4, 1998 METRO Educted Solids Handling Facility 11911 East Marginal Way South Project No.: PRE96 -020 Permit No.: D98 -0210 Contact Person: Gordon Ericksen Phone: (206) 824 -4200 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 4, 1998: Storm Drainage Total Permit Fee $25.00 $25.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS:ad cf: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) I 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431 3665 June 25, 1998 Gordon Ericksen Nordic Construction, Inc 2608 S 208th SeaTac, WA 98198 Dear Mr. Ericksen: SUBJECT; LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0210 Educated Solids Facility 11911 East Marginal Wy S 1. Provide a foundation plan. 2. Provide energy code information. 3. Provide a floor plan showing occupancy use and exit doors. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3671. Sincerely, L katitik.■ Brenda Holt Permit Technician File: 098-0210 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 16, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Department and Public Works Division must be met. Juilding Department: Contact Ken Nelsen, Plans Examiner at (206)431 -3677, if you have any questions regarding the following comments. Public Works Division: Contact Joanna Spencer, Associate Engineer at (206)433 -0179, if you have any questions regarding the comments attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS John W. Rants, Mayor Ross A. Earnst, P. E., Director DATE: June 24, 1998 PROJECT NAME: -' Educated Solids Facility PLAN CHECK NO.: D98 -0210 PLAN REVIEWER: Contact Joanna Spencer, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted the Public Works Department finds that they are incomplete. Please provide us with the following: 1. Provide a brief narrative of building function and how the educated solids handling facility operates. 2. Show building location dimensions from the property line and building footprint dimensions on plan. 3. Where is section 1 /EC101 on plan? 4. Submit an existing utility site plan so Public Works can verify that there will be no conflict with . any existing utility lines on the site. 5. Show the length of the proposed storm drainage pipe, pipe slope and invert elevation at the point of connection of the existing catch basin. The Public Works Dept. recommends ADS N -12 pipe material for storm drainage. Show where the existing catch basin drains to. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431 ,gas ACTIVITY NUMBER: D98 -0210 DATE: 9 -2 -98 PROJECT NAME: EDUCTED SOLIDS FACILITY Original Plan Submittal XX Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: ui di g_V u.lic W_ ks p-• DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 9 -3 -98 Complete - Incomplete E] \PR•ROUTE.DOC 6/98 Comments: TUES /THURS ROUTING: Approved _ Approved with Conditions ❑ Paroit C oord PLAN RIEW /ROUTI SLIP Fire revention 6- 6-1-140. Structural Co PlanrY? ivision Per mit or ina or Not Applicable ❑ Please Route No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10 - - 98 REVIEWERS INITIALS: DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. - DEPARTMENTS: in D�fsig� tgf lic1�Vorks / �C MU 00i 0 Complete Con1ments: L4 \PR- ROUTE.DOC W98 C t Puna &OKI Co PLAN REVIEW /ROUTIN SIP ACTIVITY NUMBER: D98 -0210 DATE: 6 -16 -98 PROJECT NAME: EDUCATED SOLIDS FACILITY %% Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) Fire revention AIV L crp-2- Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete picl Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: Approved Approved with Conditions ❑ REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ Plane! n Division Permit Coordinator DUE DATE: 6 -18 -98 Not Applicable TUES /THURS ROUTING: Please Route No further Review Required DUE DATE: 7 - 16 - 98 V DATE: Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: REVISION SUBMITTAL DATE: 9b 9 8 PLAN CHECK/PERMIT NUMBER: b g � ' 02(0 PROJECT NAME: E3 U C 7&t SO L IJ S Lft C / 1./ PROJECT ADDRESS: // 9 U U gG in/ /I L GcJ fly /YIE Pna f UM B,4 S� CONTACT PERSON: 97O ,40O/'/c7 /Ck AJ PHONE(200 cP2 1 7 1 20 C� REVISION SUMMARY: P4‘1- /-14.c f?, r- &"J A 00E:0 777 S )-6oc.+.J Gk.) r &I /),2AC f20D C Aivo (.1/ a- 12A c Al o TES �v 6MI7Tc0 •` 1 7 4 3r&75 - ' it cA .c fA c.c / Yo v N E Pie A00 270NR L )4/ 1.2/r. Thar) CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHEETNUMBER(S) R eL/ foAis C ( h960 bJJ /554 l4 3R-o PAG,.S' "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA SEP 2 1998 PERMIT CENTER p/o. CITY USE ONLY Planning Fire Public :Works 3/19/96 Fire Department Review Control #D98-210 (510) Dear Sir: City of Tukwila Fire Department June 24, 1998 Thomas P. Keefe, Fire Chief Re: Metro (Educated Solids Facility) - 11911 East Marginal Way South 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) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S 4404 • Fax (206) 575 44139 City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 5. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$4439 Page number 3 6. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 7. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 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, C City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headqua,ters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax: (206) 5754439 4151998 10:5AM FROM NORDIC CONSTRUCTION. 268241951 .0 ATTtJ :. ........ .... •: •:. ... H:. .. . ...:.,• : ::. • .... :,. • DEPARTMENT OF LABORAND INDUSTRIES REGISTERED, AS PROVIDED BY LAW AS CONST CONT GENERAL' 4 REGISTRATIONNUMBER CCO1 NORDZCI1IOZIZ 03/22/1999 INC 1.i%1J. . . :.: 2608•S 208TH ST • :. .. !'T1' WA 96198 — J305 ,.• i 1b5.O2.QOO (8/97) - - - - _______ : P. 1