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HomeMy WebLinkAboutPermit D2000-105 - EXODUS GENERATOR BUNKER - BUILDINGExodus Generator 12301 Tukwila International BI D2000 -7 05 ,cty of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: 092304-9367 Address: 12301 TUI_.WILA INTERNATIONAL BL Suite No: Location: Category: NIND Type: DEVF'ERM toning: Const Type: IIIN Gas/Elec.: Units: 001 Fire Setbacks: North: .0 South: .0 East: Water: 125 Sewer: RAINIER VI Wetland:: Slopes: Y IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPL ICANT IS PROiCEEDING AT T' - OWN RISK;. Contractor License No: SABEYCI033t(M Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: LIBC : Protection: .0 West: Streams: (206) 431 -3670 02000 -105 ISSUED 07/26/2000 01/22/2001 INDUSTRIAL PLANT 1997 .0 OCCUPANT EXODUS GENERATOR BUNKER 12301 TUKWILA INTERNATIONAL, TUKWILA WA 98163 OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL, TUKWILA WA 98168 CONTACT STEVE BLACK Phone: 206 -277 -5221 12201 TUKWILA INTERNATIONAL, TUKWILA WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206-281-4200 101 ELLIOTT AV W SUITE 330 SEATTLE WA 98119 : * Ak '•'AA• *.A:k *** *:kkk*AA *k** ****Akk *• -k* A- kkk' kk' kAAAAAAk k. AA-AAkkkk :k'k * *A*A *AA'*AAA Permit Description: CONSTRUCT A REINFORCED CONCRETE BUILDING TO HOUSE DIESEL POWERED GENERATORS AND ASSOCIATED EQUIPMENT BUILDING TO SERVE AS BACK -UP POWER TO TENANT IN BUILDING A. PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING AND STORM DRAINAGE. • k*' k• k* A• A' k*' k' k' k**: k': k*• k' kA'• k• k• A* k**' kAkkkkA-**'' k* Ak:k kkA** kA *A•AAA• **k'•k*A'*k:k**A***•A'A A.k Construction Valuation: S 256,500.00 PUBLIC WORKS PERMITS: *NWater Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Sizetin): .00 Flood Control Zone: Hauling: Y `_tart Time: End Time: Land Altering: Y Cut: 2000 Fill: 100 Landscape Irrigation: N Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Y Street Use: Water Main Extension: Private: Public: - k: k. k*- k***. k' k. k• k' A-*' A• k*' A•*' AA-*' A- A- k' k: k*• A*' k• kkk:k k• A'A kk*' kk' kk• k• A- Ak*: k: kAkkkA .kkAAAk*kk•k•k•A•k:k***'A *.kk kAkk TOTAL DEVELOPMENT PERMIT FEES: 3,417.62 *' k: k': k• k L- kk *• kk' k***' k** k: Ak***'** kk' k. k* k: k* kk' kA' A* A' kkkk. kk.k.A•'kkk*kA''A*kkA•kkkkk'•AA kk k•k•k A A' a Cig--- - Date: - 7 -22 I hereby certify that I have read and examined t permit and know the same to be true and correct. All provisions of law and ordinances governing this wor!•• will be complied with, whether specified herein or not.. The granting of this permit doe not p:'e= ..itle to give authority to violate or cancel the provision of any other state or ?coal laws regulating construction or the performance of b � E " -k . I am au t h o r i zed to s i g n for and o b t a i n t h i s development permit Signature: i Date• - --! 2,t1.0 Print Nam — v . T h i s p e r m i t s h a l l become n u l l and void the wc:'r. is :it c.c.mm' r'ced 11:0 days from the date of issuance. or if the _.:,andoned for period of days from ; ' : a _ t. i ? •' • C ,_ t i •: r. z 1 w L r J U CO U UJ J H U) u w u- ry a d w z = o z - ww U � 0— o1- _ r; . u. I- wco U 0 z CITY OF 1UKWILA Address: 1 2301 TIIKWILA INTERNATIONAL. BL Permit No: 02000-105 Suite: Tenant: Status: ISSUED Type: LEVPF:RM Applied: 04 /05/2C100 Parcel #: 092304-9367 Issued: 07/26 /2000 • k• k• kkA• kl: t•• k• klA •kAkAA•kkAA•kAk•kAAA•kAk .AA•kA*14,** .-3 A• k•kk *.W*A**kkAA******A Permit Conditions: T. No changes will be made to the plans unless approved by the Engineer and the Tukwila L3uilding Division. 2. When special 1 nspection. i s required either the owner, architect: or engineer shall notify the Tukwila Building Division of- appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection .reports: shall be submitted to the Building Division in •a timely manner. Reports shall contain address, project name, permit number and type of inspection being 'performed. 3. The special inspector shall submit a final signed report stating whether the work requiring special inspection was,. :to the best of the inspector's knowledge, in conformance .with .approved plans and specifications and the applicable • workinansh i p provisions of the UDC.. 4, Subgrade.preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 3. A1`i construction to be done in conformance with approved .p ban's an -requirements of the Uniform 13uilding Code (1917 Edition) .ac amended, Uniform Mechanical Code (1997 Edition), .anti; Wash i ngton State Energy Cade ( 1997. E d i t i o n ) . 6.. Notify the City of Tukwila Building Division, prior to ,p l Rio i ng any: concrete . This procedure is in addition to any requirements for special inspection. 7.. 'Validity of Permit. The issuance of a permit or approval :of plans specifications, and computations shall not be con strued, :to be a permit for, or an approval of any violation of any .of, the'provisions of the building code or of any other ordinance' of the jurisdiction. No permit presuming to give authority •to _violate or cancel the provisions of this code sha 1 1 "be valid. i. Electrical permits shall be obtained through the Washington State Division of tabor and Industries and all electrical work w i l l be inspected by that agency (248-6630). 9,. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building :Inspector. 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. All construction noise to be in compliance with chapter 3.22 of the C i t y of Tukwila M u n i c i p a l Code . A copy can be obtained at City Hall in the office of the City Clerk. It'. VENTILATION 1'.:; REQUIRED FOR ALL NEW R00MS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51..13 WAC:. z re 2 w 6 UO NO J � LL. w � II O D OH w I- -- . .. = ; O ~ z 19. 20. 21. .I3. All permits, inspection records, and approved plan :, shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted, .I4. All structural concrete shall be special inspected (UBC •- Sec. 306(a)1). 15. All structural welding shall be done by W.A.Fi.O. certified welders and special inspected (i.JBC - Sec. 306(a)5), 16. All high-strength bolting shall be special inspected (UBC -- Sec, 306(a)6). 17. A $2,000 bond made out to the City of r possible property damages caused by a c t i v i t i e s . .18. A map which shows the haul route. Copy of Certificate of Insurance coverage (minimum $1,000,000) . Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- - site or into existing storm drainage facilities . Contractor shall notify Public Works Utility Inspector at 206- -433- 0179 of commencement and completion of work at least 24 hours in advance. 22. The Land Altering Permit fee is based upon an estimated 2000C.Y OF CUT & I OOYD FILL. I f the final quantity exceeds t h i s 'amount, the developer shall be required to calculate the ;`final quantity and pay the difference in permit fee prior to the Finale Inspection. 23. Hauling over 50 cy shall require application for a Hauling Pe;rm prior to any associated activity. 24. CONTRACTOR SHALL NO PUBLIC WORE. UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORD. AT LEAST 24 HOURS IN ADVANCE, Project Name/Tenant: ExO • 6 =.:..a • - euN � � Value of Constructs : 4 / ,. , Z. Site Address: City State /Zip: 12 O t I FC. . A Tax Parcel Number: sZall - • Property Owner: '14'S CO Izt TI O t.) Phone: (zoa) 2.cz 1- 8"760 Street Address: City State/Zip: LZ2J'') I TL)k 1 c-A t 'Jr- f3L.v D. - rU IC.t wA- critig Fax #: C 43 ) Z 8,1_ O 12D Contractor: GO .$ N- O osTRticiii nt.) Phone: zoco) Z$ i ^ 8 C Street Address: City State /Zip: 1 2 I TUI4)tto WT. I'LVO TCIEwiiA. WA- 911(wg Fax #: CzOc,') 2.151_ 6121:3 Architect: '41 c DRPo RA rJ Phone: Cam' 2 V - ran Street Address: Cit State/Zip: : I =DI 1 71) Ci L. . LV f , Jr. Fs V TUOwt111 "1 lb f Fax #: 206) ZgI— of zO Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: STt£'kvI� t.fac.ie— % ct' -j co la P. Phone: C ?.o 60 z - ?1 - 522,1 Street Address: City State /Zip: 1221 l TuK-wu /pr. T�_vo Tu ith 4 /9616T Fax #: (� a %1 - c 2.5 Description of work to be done: G01.3511zue 14 '(ZE 1fJf0 g.thedo CPIQC..,e 16- 133U I 00i TO 4956 17/65E1-- ebbOgizelo Cceto t 470 1 , 19 Al Soe-A r zt L P44 61,-7, 134.1 t l t9i Alb Tb 5 I a As BAt-tc - we POwefig- ID - TG J4A7T' i N &.Oro A 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 in Manufacturing Motel /Hotel ❑ Office ' ❑ School /College /University ther ._CJ IPYNtJ - Will there be a change of use? ❑ yes no If yes, ext t of change: Existing fire protection features: ❑ sprinklerrrs ❑ automatic fire alarm none ❑ other (specify) :Building Square Feet: existing 4,, .'O new I Area of Construction: (a x "150 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 ❑ yeso quantities & Materia SI afety Data Sheets Permit Number: Z W 00 W I w • 0 g a rn D I' a I— III Z = Z0 Lij 0 D 0 I- W W 2 I— O .Z 0~ Z i ALL NEW COMMERCIAUADDITION /MULTI - FAMILY PERMIT APPLICATIONS MUST B SUBMITTED ITH THE FO LOIMG: • �' ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITEuT, STRUCTURAL ENGINEER OR CIVIL r A L BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ft 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 : ❑ Cr 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 z 18.45.040). = I- 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be cu removed. . , . , 6 m 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, 0 . *species, location and spacing. Location of service areas and vault with proposed screening. Cl) o 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. w = LU 12. Lowest finished floor elevation (if flood control permit required): J F- 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply w O line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ' 2 0 /14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Q Vicinity Map showing location of site co d Building Elevations (Include dimensions of all building facades and major architectural elements) H = D� Mechanical Drawings ? I — Q/Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) w O Architectural drawings E o Er Specifications (if separate document) 0 to Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ 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 a ❑ 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, egistared architect engi or contractor licensed by the State of Washington,, a notarized letter from the property.,owner authorizing the agent to submit this permit application a nd obtain`the permit.wlll 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. BUILDING Address: "[UKw1114 I 5v-vc City /State/ Date: r . p: - t"V {V,1 ILA ( wit' pi4fi GOW • ' • O- • NCPERMIT.DOC 1/29/97 0 I- I wW 1- u'O .Z • U H = O z IrT1 Y OF y WA • C) TRANSMIT *.A*A*-N*4 ,:Zicf;P:?vA*NAk*,.*? TP•NGMIT Numhehl R9900330 Amount: E100.07 07/26/00 1201 l•iivment Method: CHEM; Nott aion: 2RHEY COR P Init: TER . • •A• it- A A !'r 1: k •A• k•AA A*A ir 4 * Ai 14 A.• 4r A A. A. kAkA •••■• 4: A .f.• A .A A A * Permit No: 02000-105 Type: DEVPERn DEVELOPMENT PERniT No: 092304-9367 31te Addre 12301 flindELA xunAportown 31 TLtI fc 3.417,62 41 Th1-I P,4 800.01 •fo ALI Pint UPIc.nvet .00 HA.A*****AAJ.A.A.Ii*AAA**-A.4*4*AhANAAAA:: AeCount Code 000/315.830 000/345 3() 000/3136.204 000/242.400 412/31:1.400 000/322,100 000/345.830 *------------ DeEvriptioh P ft1IN CHECg - NONRES PLAN CHECK - urnrri STATE BUILDING SURCHARGF. Ii*TP Fr.E. - uTILIrY INSP. FEE - STORM DRAIN LANG ALTERING PEPMIT FEE LAND ALTERING PLAN CHM!, AA4.-A-*hAAh*A*AA-, Amount 4fl,82 20.00 4.50 15.00 223,50 49.25 • • kkAAA*AAAA****AAAAAAANAAAA**kAAAA****A-AAA-kAAA****4*.AAkAAAAAAAAAA CITY OF TUKWILA, WA• 1)2,000 10 5 1 ****-AAAAA-A*AAkAA***A********ANAA**AAAAAANAAAA*.!,AAAAA-Akhk*AAAAAAA IL< IRAM8MIT Number: P9800262 Amount: 2,617.55 04/05/00 15:56 a • 52 a Payment Method: CHECK Notation: SABEY CORP 'nit: WER i M. zi- - Perm i t No: •2000-105 Type: DEVPERM DEVELOPMENT PERMIT F-0 Parc.el No: 092304-9367 111 Lu 8 ite Address: 12301 TUKWILA INTERNATIONAL BL . , .2 m• n a Total Fees: a O94 .C37 i • 0 (a , Payylent 2.617.55 Total ALL Pmts: 2,617.55 Dal et r 1 C E! : 477.32 . —. al Ill . *..k*:i.****,* k * * * A A- A A- A A A * * A- A• A * A. * A * A * A- A A- h* A A A A A A * A * * * * k * •A k '..c * A * A. * A A * * A- .., i 0. i— ..7. A t c o n t Cod e Descr i pt ion A PI 0 1.I. r 1 t . ' • U. 000/322.100 !WILDING • NONRES 1.872.95 .Z• 000/345.830 PLAN CHECK - NONREE; 744.60 al., .0 . r . : y o z 3224 04/06 9717 TOTAL 2617.55 • - " Project: -1 E>c0C\U S T Type of Inspection: F , . i . Address: D Date called: Special instructions: D Date wanted: a a. , Requester: Phone: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 INSPECTION NO. COMMENTS: )-(? V Vvii4 C0 ) 4-0 V IA41 Date: AA4 0 - 07 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsOection, Inspector: A per applicable codes. J Corrections"reqUired prior to approval. 1' Receipt No: Date: Z W i0 • 0 CO 0 U1 WI 2u. W O 2 g • < D. a W Z I-0 Z W ui 0 0 0 0 1— Ui ui 0 0 z • - 1-: 0 1— z Project: - °' X P)C} C/3 ' Type of Inspection: :-..4 'w 1 ,> T o2s . g o 11-6 i , ! B1vd Date called:' 6 (c ( Special, instructions: . 1) L- �/ /Z.: Date wanted: teil /0 Z„ .m. Requester: 04 '/ Phone :/29r- 7a, -(o5 •78 INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable'codes. INSPECTION RECORD Retain a copy with permit •,,, t � M . ��'ri'7i ".•YiY'fi;' ^ni !' 6t&It !J21 't f n 4".9 PERMIT NO. (206)431 -3670 J Corrections required prior to approval. COMMENTS: 4-,(4-7/e (IN( Z" /'g 0 $47.00 REINSPECTION( E.REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: at Date: x:: yccG; az....; i, 9Z�:i;%7: =.ar.;..w.:�.�'u }'.h.. ` �.�. �ve.ra <:• Z 1 z JU U co 0 W w u1 0 g< U O =d I — Z � ZO 0 i O I- =W I- -- - z IJJ to U — 1= O 1 Z Project; Ev uS �t r rc1vr Bunke( Tye of Inspection: 7) r(4 t)e.l � k 1I : ' r Addrss: / 77 3, CO. Date c ed: /1- t -oi0 Special instructions: Date wanted: l 1 - 1 l/J '._, p.m. R�es rr Phon ZOW - 73o - 1 4 9 75 §Th INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Inspector: • INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: G � Cowp If if, Date: Ito 0 0 El $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: . .." '� . _ , - -.• `s,y. tlda .'f.RCK�tmiNdi.re.ri.e��1.s..a. +awm- .rrrnanmruy: :e..tNa�a!zrr;.ti.x�^ z CC W 00 U) c U) W W O u. tn � I Cl. � z � z0 W U O N O W H - u. O li.. _ . O ~` z Project: (� C7<OC\ US �V1P1rcr�P,Y Type of inspections `' _1_hSutcc tUti. Addre 1 ` ;\ _l.vm Date called: 1 I ` ` L' ` 0 Special instructions: Date wanted: 1\ `1 _00 a.m. P. i. Requester: Phone No.: ce QQ D J U' 00 . W 0 . W = w 0 Q . ca � I ° uj i z �.° 1-0 z I— w uj 0 O N 0 1— W F 2 u- 17 6 W Z U= Off" z Project: y As Type of Inspe ,-,-,,,—,-.7. Addres TZ3 1 3o/ Date calle� Special instructions: � � Z� ' . Date wante / f J a.m. .. Re q ues ter: Phone: INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto . i - Ior1e , . 1 1 , i , !I PERMIT NO. (206)431 -3670 Date: 1\s $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. C Corrections required prior to approval. COMMENTS: 'if' s ` C o P +1 oippvoued Receipt No: Date: lostiau .��i1A.44,e :.v wYaifir:wiL'aiutir Ararir ,1gairatr.7,ion.;c ,.::nds�a.a. ircwir ti•'. 5.` •t3ir �iri`fl s' ii ' SPI: °@ti�sl a'i:r.'s1�1 ;�. Project: x 1. d 03 (i°✓leirdnc Typg of Inspection: I- (CC IM f 11)j Address: -- 12-3x► 1 .. . P . Date calle i 1 - 9 -06 Special instructions: Date wanted: 1 j — IS -0 0 a.m. p.m. Re ester Phone: - Li g7 2. 0(0 "' 73b Dai INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 El Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: Sr9 12/9 /"L. -lam l /c ("0 Al An '' .147 3 m Date: // -1) n $47.00 REINSPECTION FEE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1,2 ax ,,,at.Y tgar.ttml:trze 21i:�L S... F. T'Lib :.-leitzttazef,,.'�.. M, e .; '.G'r�t$�"n.^.^p h- ,�r,` •-tG,. r .`', ] z W Q Q � JU 00 W = W ~. W 0 . ga d I. Z � Z 0 U 0 O— 0 --, = I — H U. O w Z . UN 0 I— O Z Project: L. c r 4 , A ife; I 0 ( Typ, of Inspection: b'ef re ; e ..1. Address: )2 -3i) ) 7: R • Date called: 2:2g - 00 '.. • --, Special instructions: q :50 . ......................../ E 0/WS 5 — 0 Acite ( Date wanted: (a.m. Requester ' . 1 ) // Phone: ) --) 36' • 7 el INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 ED?0,0 o PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q oo $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: : Project: /- L \ g1/90 € 00trAYAUY _Type, of Intection: ,..-17••• ,, k efail - . 14A) h 1 ' Address: 17)-5 --( \ b 7 . Date called: . Special instructions: / ( , . Date wanted: V 311\02 R equester: L4.-- .) C.. 1" Phone: (24),..;) - 4 1 4) • Li.ck - 3 , '•( COMMENTS: Type of Inspection: pa.) h4 n,,A /,ter .w I� {� f/J I --// — V 2- / ILLY` / 5 //j'2 c W '�T/Y / �� �']� / +� ��� /// l./r , ' 1 Z? l 5-1 0� ,...,, ._ ,. a.. m T /-.4.4 c C c t l,x-rn Reques r: i /// C.c.4 ?aif Z Phone: (2 )7 v/r7 o ip Z N€t) (/s -...A d 4 f,,..,, 44rri (NS 5 LtZv a P G a Art/ � C) MLitt . o Atw./ �.�.19. _ l P ject: £ Kccf / G(S Cell Romer. /- Type of Inspection: pa.) h4 Address: if?? 30 / 7 /P) Date called: 0 /1olba Date wante ot � /iI /0 d a.. m Special instructions: (�' f I dC11 a) 0 (AA. /14 Reques r: i /// C.c.4 ?aif Z Phone: (2 )7 v/r7 PIA) INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 1/11/02 0 $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: 1 � 00 N 0 uJ W =. � LL W g < a tll Z p ZO 2 tu U O 9 o1 uj I Z iui U N 0 z COMMENTS: T pe of Inspection: Address: , X 1 — f - : Date called: % 1 1,2 i ' / 21 -' /o / D -5• "- C01 i ^- ,F ~'•.:7.., - f cal i2i2(/ -t 1 V - frex 754/Cie 1 '2(fp i ki /ta Gam_ . f O / < ri -1.-va / / el` t t l (-re f s" <) ' S -.4 S l. -)cri. / � I� --4fjAJ C(Ak-g. P 9 ject: 0 T pe of Inspection: Address: , X 1 — f - : Date called: % 1 1,2 i ' Special instructions: Cal/ c t I Date wanted: ' ia ` Via / 'a.m) p m Reque� ste : �� , I) ( CDG/1 - 24 - -c. e Chon („2 —t /ci 7? sp INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D 6e20 - /0 PERMIT NO. (206431 -3670 0 Approved per applicable codes: a Corrections required prior to approval. Inspector: Date: / / 2 -/ 6/ El $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: SF��z ay'y 41 f? 3 A ° "fC� G '25'd31si"1 Z 1Z re W QQ � J 0 (1) J F_ W g Q i W Z h W O 2 o , 0 O I— = W U H u'O U to O Z Protect: r)PhLt5 64:04424 icArie-i Type of Inspection: 4—fr Address: / 2■3 ruA 614 Date called: 1011 :/431 Special instructions: Date wanted: I t t, a.m. p.m. Requwer:.. Phone: , INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2 105 PERMIT NO. (206)431-3670 Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: be Th A-eirr-03 1 0 t:tf,r1 r -4)(A-4-41, Inspector: CI) Date: oit LII $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: — Project ayo 6 j _ " " Pa aTD/ T e of Inspection: {� -(c-^- 113 re 6 s+: + 1_8 Eunice,' Date called: We Special instructions: Date wanted: . /�` /e" ''' a :m1` p.m. Requeste Phone: 30 - N 1 .n. Mt K,fw.N.Mii INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicablcodes. Corrections required prior to approval. COMMENTS: to '.Ge. I IL t(.4 ( ( od ce)ydal ritg 46Fi,e 9 Alt04, Nvf A c -62 O& /--)4 Si) Inspector: Date: p•I n $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: .C........ .S�n ;.�n'gik.:`:. >a...;K'iS ;..(.G;ru c.. c.v� e'.;f.�. ..^Y..,tn':.{•, :L�r .. i...,..:. i:�.:.. � >�':.i e. -.+._ w... ...c.CavVi a"" Vat:+ Z I OC J 0 to 0 • LU J CO W W0 g Q N 0 HI Z 1 1-0 Z 1- W U 0 0 — Di- al u j HU U. 0 W Z 0 0 1- _ Z City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Project Name )C\_1) u s 7 11 &r ICRC Address / 24'0 1 T, C < ? Needs shift inspection Approved without correction notice Approved with correction notice issued FINALAPP.FRM Retain current inspection schedule Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Permit No. )2 )n> Date Suite # Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z w 6 U 00 00 CO ILI J w 2 u a i �w z = t- O z� w w U D O E o 1- w H u. 0 . Z = O ~ z . . • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Project Name }.L�vS \A . 3 v Address t LAO\ \ -L- Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued (C. C ." TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM S I v John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Dz0 -- T.F.D. Form F.P. 85 Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 z I - 00 U)0 W= W o g . ° . H Ill z � I- 0 Z ,- D ' o N, I- U O ti Z U N. z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425)827-5995 • Fax (425) 828.4850 Made by ci4 Da. 347/00 Job No. ??o9s Checked by Date Sheet No. Oc Description Job Name E. )(0003 &Mk -CYZ . • ‘ Desi&N Ca■ 11:120 6ESH 1 001• 3 fbrzr Livt tern° go psr- exi/ iva acooeirtli i 0' I? DL , • 3 ti 14°11°4) Ce'nE 4-Z1'7- : 962:51GPFSF 2 : g :3 Pc — a x I-- al II, own Tipp ifr = ROJO PI' 1- 0 117,5 flo LCC: ii psi: Ill ui 2 D 0 0' Ala Tivvick€ atirF I/ " covc. rco-F Dg .0 ift: ; 0 r= -.: 40./20- m iLl Id' fiTsc "44CO . 10 err 9 - - b ILJ (0 0—. p: ..L. 0 /— z LL- = 6 005F CNt,t.tr Pnarrj 3 /V 62,, izn.i 6 Ts g/4 = 50 per k = 35 Rite 3 Do° fsr 500 ps,F ecre :.-- (5b P s) , as 214 I V Mckstree: LEvEl. M64011 k On A o To 8(21 fcr Acmp aver /l ilt 0 Fill ON Cc TENT „co sLs z rL 2 II .0 u) COW !S POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 501 Dal 3 Job No. Checked by Date Sheet No. . „A , 'It Description Job Name Ewou-s 3 0,1 /4, - thrriuG fi-ens 12) J • ' , - '1-4-L r 110(19 t. /6)o W.2 f.t1u E8 135F Wisc Ottety ib IN" L 1=4-o vkiit (ijI us So /95F Z 611 O • 0 (1) 0 : wuj 11 -■ QLL ui 0 g -71 u_ D I u) w z 1-0 z w uj 0 ( ff w • ‘, - ■. IL 1 6 • Z al co — Ii 0 1— z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by c49 Date 349 iao Job No. 710'S Checked by Date Sheet No i 2. Description Job Name e" ceyoos Bovitea. 412 ...Vrartx c.-7 12v6F 4. *ffrawzramsor # 44;de. .;.er eeorn e ac. MAIO I 1 I A W 0. ( :(6 ) 3o-o 01 Wit (6 ) SO fir) 7 : 300 4g 3 3 les; 1/45 2a C ?.3 IA? sa4/ 3 ( 51 1 el. GPO) B Coro Lu i )(•'l S = 3 IN ' Sus \AI r. (6 1- (20) kJ lax-it/ Ks: = (a) (Po yz) 3 Ca9 ,erni) Sr .6) = 30. le: 1 1 411 - ' 11-1( POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827-5995 • Fax )4251828-4850 Made by Sli Wt.. 3 Job No. 91076 Checked by Date Sheet No. 1 Description Job Name EX . 001.45 et") I< (sYL lb i kiwi< a gov-F T) T) _ I - - > gAx DL + 10 drTheato= 1 =4 % 240 fiv . 1 A ( 1 ) 7 , 6co (- Owe Hu /1AX Se 1d WIZ X It/ it; ty Sf r. F c9,27/,..s Pi, 1 .0 k 7. F+- k LI 61Lcis c .ve tiilanr F-hf7v4 rMeronv Fiervv/ 90 5/2"ii POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by CO Oat, t / Job No. Voir Checked by Date Sheet No. 12,-LI Description Job Name r- 1:::NJOUS elNKI.:11. 41 livrifge /2ertrF — e 12 3 P, 3,C* Pa P Ao k 1 K,io.S use- e 3" or e = • 7 /bet/ Hi" ttAx ILO.° L-0 F' 7- 3' k 11,(11 _ - p I 4 ft 3c9 - 7, Z S 7 Li, it r (.5) in • 3 IN l = ,k Ccwirkdo •••., ' . _ re LU 2 It 0. 0 0 u) 0 CO LIJ L .9 u j 0 D. w I. z z uj 3 0 c.) co 0 — o I- — — 0 . Z LU 0 0 K= 1 L = 96 inches r = 1.51 inches KL/r = 63.6 Slenderness Ratio ( <200) E = 29000 ksi Fy = 46 ksi Cc = 111.6 Equation E2 -1 •J EQ H1 -1 EQ H1 -2 EQ H1 -3 A � AInlit ; RCh'F Column Strength per ASD Chapter E - Compact Sections Cato 's Fa= 20.75 ksi Equation E2 -1 Fa= N/A ksi Equation E2 -2 * *(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 12 kips A= 3.59 in "2 Mx 24 in -kip Sx= 4.11 inA3 My 0 in -kip Sy= 4.11 in ^3 Cm= 1 E= 29000 ksi fa= 3.3 ksi Compact Yes fbx= 5.84 ksi Fbx= 30.36 ksi fby= 0.00 ksi Fby= 30.36 ksi F'e= 36.9 ksi terml+ term2+ term3= 0.16 0.21 0.00 0.37 OK terml+ term2+ term3= 0.12 0.19 0.00 0.31 OK terml+ term2+ term3= 0.16 0.19 0.00 0.35 Not Applicable �•• �••� 2 S POGGEMEYER DESIGN GROUP CONSULTING iNGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 54 Date „ 3/94/00 Job No. no9s Checked by Date Sheet No. 2 Description Job Name COO L)5 &OK OZ. A la --- 1(1711 Of A (As (-) Th T) Wa RW114* ca/ q" ThfcH coucA tNt w l'Zyty WiZYPI WHS ass ft ;4 10"x 0 (1) 0 . 6 . " e6f6ti 1 x (J) 43z eaLT5 0 0 I i II I I I I I LL • r '1Xfx rS ti ty I, POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 54 Oat._ 349/ Job No. Pier Checked by Date Sheet No. a _ Description Job Name " Ilur■JKLIL — u)voos CC IL) Hok) A7 I tu Mrheg , Gaour cc/2e Belcur toLutiA) 601e6 PLATE. ( Stlarz e(71.0•- g " 6L-yo KfiD atJTI& od A ftdvE) el) ihtcHeit 8ny- te).foura L'.71 '3 Vt12,14 51 *12,14 UPPER ROOF DECK PLAN SCALE 3,16-=1 kiAIM PnlIF PLAN _ J „: -1 - 11 ■Vt120 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. )JJJJJ)) 19 4. 7. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 54 Dab_ 1 1/6/50 Job No. q967,5 Checked by Date Sheet No. Description Job Name ,— (z )(cTOUy ato.loc Ur( X.--5Ge-TretJ I J BEftrn 1Z 3 2 0' )0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251827-5995 • Fax 14251 828 -4850 Made by Dak Job No. nog S Checked by Date Sheet No. (:(3-3 Description Job Name i T) Pi= 22,s 2Z = k Rs 2 38 2 3/ = a5 20 ' D� = ,050 XF (w) Z So K4i- LL = 'I = ,5o K //t- p •I20NSF(�) +. 5 I/ Z L L _ ,PSo zA } • s 75 )`/Pi- z z D � _ , r 10 z (2o) _ � , 2 K / it L L = .nbo bo) /;4 5 " GeAri I bsr Set `.J $ , s iff cu,, < , 7 11 4} - t /6 fi 1,7 = 1,7( 4 ,5 (,' I DL = 1.'1( + 1,2 + ,s ) f /0 r ��� = 3,3 IK/ ;F cu, } 4 ki .7.53 r /yt Z W J U •U 0` W =: u.: W0 u. Q . = d: _ z � ►-0. z F- :U (3; .ID 1-.- 111 ur O W Z' U =; 0 z POGGEMEYER DESIGN GROUP CONSUiTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 34- Da, Job No. Checked by Date Sheet No. c g L i Description Job Name EXCO US Gcnvit-Gi. e-edam 3 oftbeary Si 7-- 24' Wu M.+ L-1- .7- 33 14 /r+ 1 A ) u DL 4 7: 1. tu = 3.3- I.7)( ru = (1)(1) R3, 2 1,5" /Z Ff.* a eAro a (3e4n1 z ix I I; II O 0 coo • ILV WI CO IL: uj 0: g u_ < I ' Z I— 0- Z I— • uj 2 D' 1.) c o; 131—: W W . : • !— C.) 6 0. ".. W 0: 0 Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Da. Job na?5- Checked by Date Sheet t No. e'• Description Job Name E /Uvtu ,ix w-ft_ 1 J I. S t'G U& rtvr„ ► :Citiv- -- j ?O8.z .3 - 15 vec) ; . NELSON - BOURDAGES Consulting Engineers Made By: SA Date: 3/30/00 Job No.: 99095 Checked by: Date: Sheet No.: /36 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828-4850 Description: Negative Moment Job Name: Exodus Bunker interior support- Beam 103 CODE CHECKS 1910.3.3 1997 UBC Section 1907.7.1 1907.6 1907.6.2 Rectangular Concrete Beam Moment capacity- tension steel only max steel 1910.5.1 min steel Cover 1.5 in fy = 60 ksi max aggreate 0.75 in fc = 4 ksi min spacing 1 in b = bw= 12 in clear spacing between layers 1 in height = 28 in (31= 0.85 Stirrup bar # = 4 Stirrup dia = 0.5 in Tension Steel Provided bar # 8 # of bars 6 # of bars in first layer = 4 As layer 1= 3.16 in # of bars in second layer = 2 As layer 2= 1.58 in bar diameter = 1 Actual As provided = 4.74 in d layer 1 = 25.50 d layer 2 = 23.50 d= 24.83 in a= 6.97 in 0.0285 0.0214 6.37 in OK 0.99 in OK 1910.6.4 crack width fs= 36 ksi dc= 2.50 in A= 12.67 in z= 114 kip /in OK 1910.4.1 lateral bracing Lb= 50 ft 4 = 0.9 rttMn= 5464 in -kip 455.4 ft -kip Pb = .75P = As max = As min = b h ... « ._._._. ....._. .. __._. .. Z OC i UO W J I•— N � Ili 0 g • °; I— W H O. W ' .2 p: •= W: H U 111 Z • H H • O z • NELSON - BOURDAGES Consulting Engineers Made By: SA Date: 3/30/00 Job No.: 99095 Checked by: Date: Sheet No.: G 7 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Shear Reinforcement Job Name: Exodus Bunker interior support- Beam I #3 Vn =Vc +Vs EQUATION #1 - -> Vu< (I) Vn 1911.3.3.1 Sh ear Strength for Cast in Place Beam - Shear + Flexure only (vertical stirrups) Cover 1.5 in max aggreate 0.75 in min spacing 1 in clear spacing between layers 1 in Stirrup bar # = Stirrup dia = •.5 in d= 24.83 Vu = 86 kips = 0.85 Vc= 37.7 kips Max spacing to satisify Equation #1 = Spacing = Av= 0.4 in 1911.5.6.2 Vs= 99.3 kips 9.4 in CODE CHECKS 1911.5.4.1 Max Spacing= 12.4 in OK 1911.5.4.3 Vs required = 63.5 kips Max Spacing= -NA- in OK 1911.5.5.1 Stirrups Required? YES 1911.5.5.3 Av min = 0.060 in OK 1911.5.6.8 Vs max = 151 kips OK Locate first Stirrup at 2" from the face of the support fy = 60 ksi fc 4 ksi b =bw= 12 in height = 28 in b1= 0.85 1911.1.3 Vu at d away from face of support =2 x area of stirrup bar Eq 11 -15 -1 41?Vn= 116.5 kips > Vu - -- OK 2 cN us(:- NELSON - BOURDAGES Consulting Engineers Made By: SA Date: 3/30/00 Job No.: '99095 Checked by: Date: Sheet No.: 68 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Job Name: Exodus Bunker interior support- Beam I . #3 • .T a 1911.6.3.1 1911.6.3.6 1911.6.3.7 fy = fc = Vu = Tu = (1 = Ph= Aoh= 60 ksi 4 ksi 86 Kips 12 ft -kips 0.85 EQ(11 -18) 316.1 66 in 208 in <_ b =bw= height = d= 12 in 28 in 24.8 in 1911.6.1 Acp= 336 in Pcp = 80 in Neglect torsional effects If Tu <'1 fc ^.5 *(Acp /Pcp)= 6.32 ft-kips Torsional Moment can not be neglected 537.6 psi beam dimensions OK Ao= 177 in fyv= 60 ksi theta= 45 degrees s= 6 in if cbTn = Tu Tn Req= 169.4 in -kips Eqn 11 -21 At req = 0.05 in EQ 11 -21 (area of 1 leg) Total area of stirrups required within distance "s "= 0.351 in (shear and torsion) Stirrups adequate for shear + torsion AI= 0.53 in -- additional longintudinal reinforcement regd. CODE CHECKS 1911.6.3.4 OK 1911.6.4.1 use closed stirrups or closed ties if torsional reinforcement is required 1911.6.5.2 Av min 0.06 in OK 1911.6.5.3 Al min * * * * * * * * * * * * * * * * * * * ** 1911.6.6.1 min Spacing 8.25 inches OK 0 to o u� w ; w =, J t w O a 2 fa d T. � uj w U Q . O S 0 l— O ' li z co O � z NELSON- BOURDAGES Consulting Engineers Made By: SA Date: 3/28/00 Job No.: 99095 Checked by: Date: Sheet No.: 8 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827.5995 Fax: (425) 828 -4850 Description: Positive Moment . Job Name: Exodus Bunker _ interior support- Beam ; N3 1997 UBC Section 1907.7.1 1907.6 1907.6.2 CODE CHECKS 1910.3.3 max steel 1910.5.1 min steel 1910.6.4 crack width fs= 36 ksi dc= 2.50 in A= 12.00 In z= 112 kip /in OK 1910.4.1 lateral bracing Lb= 50 ft R ectangular Concrete Beam Moment capacity- tension steel only Cover 1.5 In fy = 60 ksi max aggreate 0.75 in fc = 4 ksi min spacing 1 in b = bw= 12 in clear spacing between layers 1 in height = 28 in (31= 0.85 Stirrup bar # = 4 Stirrup dia = 0.5 In Tension Steel Provided bar # 8 # of bars 5 # of bars in first layer = 5 As layer 1= 3.95 in # of bars in second layer = 0 As layer 2= 0 in bar diameter = 1 Actual As provided = 3.95 in d layer 1 = 25.50 d layer 2 = 0.00 d= 25.50 In a= 5.81 in • fi = 0.9 41)Mn= 4820 in -kip 401.6 ft Pb = .75Pb = As max = As min = b 0.0285 0.0214 6.54 in OK 1.02 in OK • h • Th RISA -2D (R) Version 4.01 Nelson - Bourdages Inc. .'.S. 512 6th Street South, Suite 202 Kirkland, WA 98033 113 Exodus Bunker Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 10 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Joint No 1 2 3 4 5 6 7 8 Joint + No Section Label BEAM COL COL2 1 2 3 4 5 K /in 1 6 Reaction 7 Reaction 4 1 2 3 2 3 2 3 4 6 7 X Coordinate ft 0.000 24.000 48.000 68.000 0.000 24.000 48.000 68.000 Translation Y K /in Reaction Reaction Reaction Reaction Database Material Shape Label STL STL STL BEAM BEAM BEAM COL COL < Joint Coordinates > Y Joint Coordinate Temperature ft xF 16.000 0.00 16.000 0.00 16.000 0.00 16.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 < Boundary Conditions > Rotation K- ft /rad Reaction Reaction < Sections > As As I Area 0,2 1,3 1,3 in "2 in "4 280.00 1.2 1.2 18300.00 256.00 1.2 1.2 5460.00 324.00 1.2 1.2 8700.00 < Members > Memb Joints Rotate Section Releases Offsets No. I J 90x Set I:AVM J :AVM I -End J -End in in Job : 99095 0 -16 Page: 1 Date: 3/31 File: 99095 -113 I 0,2 in"4 18300.00 5460.00 8700.00 T C Inactive? Label Length ft - - -- 24.00 24.00 20.00 16.00 16.00 z I • U: 00 w = J F- w, w g -J N Z d. I- Ill Z f... H O; Z F- w uj 2o U N? f- . w W I 01 -O ui Z O ~ z RISA -2D (R) Version 4.01 Nelson - Bourdages Inc.. .".S. 512 6th Street South, ..iite 202 Kirkland, WA 98033 1 113 Exodus Bunker BLC No. 1 2 3 4 DL LL -1 LL -2 LL -3 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label Multiplier 1 1 2 UNIFORM 3.1500 2 2 3 UNIFORM 3.1500 3 3 4 UNIFORM 3.1500 Member 1 1 Member 2 2 Member 3 3 Pattern Label Dir UNIFORM Y No. Description 1 DL +LL -2 2 DL +LL- 1 +LL -2 3 DL +LL- 2 +LL -3 4 DL +LL- 1 +LL -3 5 DL+ All LL < Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. < Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern I J Label Multiplier 2 UNIFORM 1.2500 < Member Distributed Loads, BLC 3 > Joints Load Pattern Pattern I J Label Multiplier 3 UNIFORM < Member Distributed Loads, BLC 4 > Joints Load Pattern Pattern I J Label Multiplier 4 UNIFORM 1.2500 < Load Patterns > Magnitudes Locations Start End Start End K /ft,F K /ft,F ft or % ft or % - -- -1.000 -1.000 0.000 0.000 < Load Combinations > RWPE BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 1.4 3 1.7 1 1.4 2 1.7 3 1.7 1 1.4 3 1.7 4 1.7 1 1.4 2 1.7 4 1.7 1 1.4 2 1.7 3 1.7 1.2500 4 1.7 Job : 99095 Q -11 Page: 2 Date: 3/31/00 File: 99095 -113 3 1 1 1 y y y y y . ! z J U: U O W W =: J 1 CO U. W O g Q = C7 �w Z' Z �. H O . Z F- w Lu 2 o C.) co 0 1—, ILI I U El co : H = O~ z - .RISA -2D (R) Version 4.01 Nelson - Bourdages Inc., 2.S. 512 6th Street South, Suite 202 Kirkland, WA 98033 113 Exodus Bunker Joint + 1L 6U 7U Tot:9U L 2 1 U L 2 U L 3 U L 4 U L 5 U L < Envelope Reactions > Forces + X lc Y lc K K 0.00 1 (g3.44)4 0.00 1 9.74 1, 1.22 1 180.1 2 - 4.17 4 1 .23 3 4.17 4 ajA - 1.22 1 127.04 4 0.00 1 4 0.00 1 35 1 0.00 1 444.38 5 0.00 1 350.88 1 1.22 1 - 4.17 4 1.22 1 -4.17 4 1.22 1 - 4.17 4 1.22 1 - 4.17 4 1.22 1 -4.17 4 < Envelope Section Forces > Section Memb Axial lc Shear lc K K 1 1 U 0.00 1 63.44 4 L 0.00 1 39.74 1 2 U 0.00 1 46.02 4 L 0.00 1 27.98 1 3 U 0.00 1 28.59 4 L 0.00 1 16.22 1 4 U 0.00 1 11.16 4 L 0.00 1 4.46 1 5 U 0.00 1 -6.26 4 L 0.00 1 -8.30 2 6 U 0.00 1 -18.85 3 L 0.00 1 -25.73 2 7 U 0.00 1 -30.61 3 L 0.00 1 -43.16 2 8 U 0.00 1 -42.37 3 L 0.00 1 -60.58 2 9 U 0.00 1 -54.13 3 L 0.00 1 -78.01 2 10 U 0.00 1 -65.89 3 L 0.00 1 -95.44 2 84.68 2 56.93 4 67.25 2 45.17 4 49.82 2 33.41 4 32.40 2 21.65 4 14.97 2 8.63 3 Moment lc K -ft 0.00 1 0.00 1 18.11 4 -8.69 1 4.16 1 -25.79 4 0.00 1 0.00 1 Job : 99095 Page: 3 Date: 3/31100 File: 99095 -113 Moment lc K -ft 0.00 1 0.00 1 - 90.29 1 - 145.95 4 - 149.23 1 - 245.43 4 - 176.80 1 - 298.44 4 - 173.02 1 - 304.97 4 - 137.87 1 - 265.04 4 - 71.37 1 - 178.63 4 26.50 1 -45.76 4 177.16 2 133.59 4 408.42 2 311.34 3 395.99 2 310.80 4 193.42 2 126.40 3 69.90 4 - 12.80 3 -3.51 4 - 110.02 1 - 45.57 4 - 162.81 1 Q -12 Z• U O u) O : U) J • w. Ili O. g -J = 0 . W F_ O. Z I: uji U 0. O g .0 = V, .z iu O ~� z 1 RISA -2D (R) Version 4.01 Nelson - Bourdages Inc. '.S. 512 6th Street South, butte 202 Kirkland, WA 98033 . #3 Exodus Bunker Section Memb Axial lc K 6 U L 7 U L 8 U L 9 U L 10 U L 3 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 4 1 U L 2 U 3 U L 4 U L 5 U L 6 U L 7 L U 1.22 - 4.17 1.22 -4.17 1.22 - 4.17 1.22 - 4.17 1.22 - 4.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 < Envelope Section Forces > 1 4 1 4 1 4 1 4 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 180.11 2 144.23 3 180.11 2 144.23 3 180.11 2 144.23 3 180.11 2 144.23 3 180.11 2 144.23 3 180.11 2 144.23 3 180.11 2 144.23 3 Shear lc K - 1.87 4 -8.80 3 - 13.63 4 -26.22 3 - 25.39 4 - 43.65 3 -37.15 4 - 61.08 3 - 48.91 4 -78.50 3 81.03 56.41 66.51 46.61 51.99 36.81 37.47 27.01 22.94 17.21 8.42 5.52 - 1.95 - 9.01 -11.75 - 23.53 - 21.55 - 38.05 - 31.35 -52.57 4.17 -1.22 4.17 -1.22 4.17 - 1.22 4.17 - 1.22 4.17 - 1.22 4.17 - 1.22 4.17 -1.22 3 2 3 2 3 2 3 2 3 2 3 4 1 4 1 4 1 4 1 4 4 1 4 1 4 1 4 1 4 1 4 1 4 1 Job : 99095 Page: 4 Date: 3/31/00 File: 99095-113 Moment lc K -ft - 56.26 4 - 169.12 1 - 35.59 4 - 128.95 1 16.44 4 - 46.08 2 127.94 3 76.65 2 314.05 3 214.58 4 313.67 246.12 149.73 98.04 45.88 -27.16 - 26.01 - 120.10 - 76.12 - 180.76 - 104.45 - 209.15 - 111.01 - 205.27 - 95.78 - 169.12 - 58.78 - 100.70 0.00 0.00 48.61 -10.84 41.20 - 8.67 33.79 - 6.50 26.37 - 4.33 18.96 -2.16 11.55 -0.27 6.12 -0.17 3 2 3 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 3 5 4 1 4 1 4 1 4 1 4 1 4 3 2 3 Q-13 r"1 Nelson - Bourdages Inc. S. 512 6th Street South, ouite 202 Kirkland, WA 98033 1 113 Exodus Bunker Section Memb Axial lc K 8 U 180.11 2 L 144.23 3 9 U 180.11 2 L 144.23 3 10 U 180.11 2 L 144.23 3 5 1 U 2 U 3 U 4 U 5 U L 6 U 7 U L 8 L U 9 U 10 U L 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 159.54 127.04 RISA -2D (R) Version 4.01 < Envelope Section Forces 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 Shear lc K 4.17 4 -1.2 1 4.17 4 - 1.22 1 4.17 4 -1.22 1 1.22 - 4.17 1.22 - 4.17 1.22 -4.17 1.22 - 4.17 1.22 - 4.17 1.22 - 4.17 1.22 -4.17 1.22 - 4.17 1.22 - 4.17 1.22 -4.17 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 > Job : 99095 Page: 5 Date: 3/31/00 File: 9909'5 -113 Moment lc K -ft 5.07 2 -3.28 4 6.52 1 - 10.70 4 8.69 1 - 18.11 4 15.37 -40.94 13.20 - 33.52 11.03 -26.11 8.86 - 18.70 6.69 -11.28 4.99 -3.87 6.04 - 0.17 10.96 - 0.26 18.37 -1.99 25.79 - 4.16 1 4 1 4 1 4 1 4 1 4 2 4 2 3 4 3 4 1 4 1 z re 2 41 .J 0 UO u) o tnw' w O u. J N d � z 1 ._ ; I- O : z l- 11J uj U a . 0 ~' w ur O w z z 1 - • • \ /.0 . — —._ • ----- 13- Is" (6 borro POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 827-5995 • Fax (425( 828-4850 Made by CA Da. Job No 7709s Checked by Date Sheet No. Q-11 Description Job Name 1— I:: Yu° u.5 euway2. 6ceryn .Is 3 D LT 1 ' 4 a N (v) $?, POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by s Oat. Job No. ad ?OS" Checked by Date Sheet No. `'nn _17 J Description Job Name L)C R ` M • ^ 11 C iwiN G CUtrA, $ 3 E X197 eiq Us IC><1! 6flurt A.) P = 65 K + loo tm ESTmnrk lug 0 4- Tu " P t , - 1 to (,- du = 6 Husi _ 2(7v) - a (1 ` el 3^f - k 3 &tip Pi 6s + yD = toS k Mk ety = � f qo 39 -k S2 ! POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Da" 3 / / Job No. ?MS Checked by Date Sheet No. 13-8 Description Job Name EN 001.1.5 &O < tQ P.r►m 2 I3Mms / Ce l to4ms u' L 3.5 = 22 I Pc = l45 /F _ • 73I(4 6- -nm See(w t- _ • 5 1, 4f wu Dl. Gnu L L 2 2H� _ 0•45A .5) (Pi) = .7 !' /III- _ (. 75) (1,7 ) = Ii 3 Ic /ftt /s1-4- 3 Za r z • w 00: moo. cow co w: w ga cft F- O. w I.. O W w 0 —O tii Z — O z POGGEMEYER DESIGN CiROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251 827-5995 • Fax 1425) 828-4850 Made by 5 Da 3w,c, Job No. Checked by Date Sheet No. Description Job Name t a vme.24, 8 GA 4 2_ Colot4A) a 1 • c) u) 0 W LU g , = (2 Dub ra t3 \J I I -D u_ < (ij D . Th .) ...7 I ' i— ILI dr— 1.... q kAt- (I .:-. 2 , 6 1.1.1 uj 2 n: m 0, 11.1 .1 )..= (2.0 qt)( -- ) = 30 14-- K e exn o d ov6 lk. ereoirn 9 -- a ----, • z. 0 — 1= oi z 2(36) YU-I< 170 IN I *2 Exodus Bunker Load C 1 , bL+LL-2 ticritArYJ -4.005K Solution: Envelope 273 mil 5 77177 B 7 77177 77177 ft = =' ' -.- • , , Z Z- W IX 2. e) 00: (00: w, W I uj 0, IL. Q. - Z 1- a D r.4 11.1 W ILE , Z U) 0 — z RISA -2D (R) Version 4.01 Nelson - Bourdages Inc. - P.S. 512 6th Street South, _mite 202 Kirkland, WA 98033 y2 Exodus Bunker Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 10 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Joint No 1 2 3 4 5 6 7 8 Joint + No X K /in 5 Reaction 6 Reaction 7 Reaction 8 Reaction Section Label BEAM COL COL2 < Members > Memb Joints Rotate Section Releases Offsets No. I J 90x Set I:AVM J:AVM I -End J.-End in in 1 2 3 4 5 6 1 2 3 1 2 3 Database Material Shape Label 2 3 4 5 6 7 X Coordinate ft 0.000 24.000 48.000 68.000 0.000 24.000 48.000 68.000 < Joint Coordinates > Y Joint Coordinate Temperature ft xF 16.000 0.00 16.000 0.00 16.000 0.00 16.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 STL STL STL BEAM BEAM BEAM COL COL COL < Boundary Conditions > Translation + Y Rotation K /in K- ft /rad Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction < Sections > As As I Area 0,2 1,3 1,3 in "2 in "4 280.00 1.2 1.2 18300.00 256.00 1.2 1.2 5460.00 324.00 1.2 1.2 8700.00 �..,..: Job : 99095 3 - Page: 9 Date: 3/29/00 File: 99095-112 I 0,2 in "4 18300.00 5460.00 8700.00 Inactive? Label Length ft - - -- 24.00 24.00 20.00 16.00 16.00 16.00 T C z 00 , co o: • W • w w 0 g Q' = _ • C7; w F- z � • O w ~ ` w 0 �' co: .D f— w O .. z: U= P. z r RISA -2D (R) Version 4.0] Nelson - Bourdages Inc. 13 .S. 512 6th Street South, .cite 202 Kirkland, WA 98033 X12 Exodus Bunker < Members > Memb Joints Rotate Section Releases No. I J 90x Set I:AVM J:AVM 7 4 8 COL < Basic Load Case Data > BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. 1 2 3 4 DL LL -1 LL -2 LL -3 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label Multiplier 1 1 2 UNIFORM 1.9500 2 2 3 UNIFORM 1.9500 3 3 4 UNIFORM 1.9500 < Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern Member I J Label Multiplier 1 1 2 UNIFORM 0.7500 < Member Distributed Loads, BLC 3 > Joints Load Pattern Pattern Member I J Label Multiplier 2 2 3 UNIFORM 0.7500 < Member Distributed Loads, BLC 4 > Joints Load Pattern Pattern Member I J Label Multiplier 3 3 4 UNIFORM 0.7500 < Load Patterns > Pattern Magnitudes Label Dir Start End K /ft,F K /ft,F UNIFORM Y -1.000 -1.000 Job : 99095 6 -22 Page: 10 Date: 3/29/00 File: 9909.5 -//2 Offsets Inactive? I -End J -End Label Length in in ft - - -- 16.00 3 1 1 1 Locations Start End ft or % ft or % - -- 0.000 0.000 J — �a 3 RISA -2D (R) Version 4.01 Nelson - Bourdages Inc. .'.S. 512 6th Street South, Suite 202 Kirkland, WA 98033 112 Exodus Bunker No. Description BLC Fac BLC Fac BLC Fac BLC Fac 1 DL +LL -2 2 DL +LL- 1 +LL -2 3 DL +LL- 2 +LL -3 4 DL +LL- 1 +LL -3 5 DL+ All LL < Load Combinations > 1 1.4 3 1.7 1 1.4 2 1.7 3 1.7 1 1.4 3 1.7 4 1.7 1 1.4 2 1.7 4 1.7 1 1.4 2 1.7 3 1.7 Job : 99095 6-23 Page: 11 Date: 3/29/00 File: 99096-112 4 1.7 RWPE BLC Fac SSdv UO , c oo : 1 w U- w o J H W, ? H; F- O: Z W ut U c .0 �. W UJ: • -O Al co , •Z RISA -2D (R) Version 4.01 Nelson- Bourdages.Inc. P.S. 512 6th Street South, Suite 202 Kirkland, WA 98033 N2 Exodus Bunker < Envelope Reactions > Joint + Forces + X lc Y lc Moment lc K K K -ft 5U 6.19 4 42.32 4 -17.35 1 L 3.46 1 26.57 1 -31.48 4 6U 0.40 1 106.19 2 16.40 4 L - 2.91 4 86.64 3 -1.43 3 7U 0.98 4 95.53 3 9.83 2 L -1.65 1 76.13 4 -4.20 4 8U -2.20 1 35.02 4 23.29 4 L -4.25 4 20.92 1 12.28 1 Tot:9U 0.00 4 272.34 5 L 0.00 2 216.24 1 < Envelope Section Forces > Job : 99095 q - al Page: 5 Date: 3/29/00 File: 99095 -112 Section Memb Axial lc Shear lc Moment lc K K K -ft 1 1 U 6.19 4 42.32 4 67.59 4 L 3.46 1 26.57 1 37.94 1 2 U 6.19 4 31.64 4 -22.30 3 L 3.46 1 19.29 1 -33.16 2 3 U 6.19 4 20.96 4 -64.72 3 L 3.46 1 12.01 1 - 101.16 4 4 U 6.19 4 10.28 4 t -87.26 1 L 3.46 1 4.73 1 - 142.82 4 5 U 6.19 4 -0.40 4 -90.17 1 L 3.46 1 -2.55 1 - 156.00 4 6 U 6.19 4 -9.57 3 1 L 3.46 1 -12.69 2 - 140.69 4 7 U 6.19 4 -16.85 3 -37.74 1 L 3.46 1 -23.37 2 -96.91 4 8 U 6.19 4 -24.13 3 17.59 1 L 3.46 1 -34.05 2 -24.65 4 9 U 6.19 4 -31.41 3 104.08 2 L 3.46 1 -44.73 2 76.10 4 10 U 6.19 4 - 3. . 6 9 3 Cg7 �� L 3.46 1 C 181.88 3 2 1 U 4.24 5 50.78 2 223.68 2 L 3.28 4 34.47 4 175.10 4 2 U 4.24 5 40.10 2 102.51 2 L 3.28 4 27.19 4 72.25 3 3 U 4.24 5 29.42 2 30.06 4 L 3.28 4 19.91 4 -13.14 1 4 U 4.24 5 18.74 2 -13.33 4 L 3.28 4 12.63 4 -72.76 1 5 U 4.24 5 8.06 2 -37.32 4 L 3.28 4 5.23 3 - 103.90 1 oC J0. 0 0` w � N w w 0' J LL < . Z F- 0' W Lit • o. ;0 • E al W7 w z O z Nelson- Bourdages,Inc. 512 6th Street South, Kirkland, WA 98033 H2 Exodus Bunker Section Memb Axial lc K 6 U 7 U 8 U L 9 U L 10 U L 3 1 U 2 U 3 U L 4 U 5 U L 6 U 7 L U 8 U 9 U L 10 U L 4 1 U 2 U L 3 L 4 U L 5 U L 6 U L 7 U L RISA -2D (R) Version 4.01 P.S. Suite 202 4.24 5 3.28 4 4.24 5 3.28 4 4.24 5 3.28 4 4.24 5 3.28 4 4.24 5 3.28 4 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 3,2->4 26.57 1 42.32 4 26.57 1 42.32 4 26.57 1 42.32 4 26.57 1 42.32 4 26.57 1 42.32 4 26.57 1 42.32 4 26.57 1 < Envelope Section Forces > Shear lc K - 1.93 4 - 5.45 3 - 9.21 4 - 16.13 3 -16.49 4 - 26.81 3 -23.77 4 - 37.49 3 -31.05 4 -48.17 3 47.36 33.16 38.46 27.09 29.56 21.02 20.66 14.96 11.76 8.89 3.35 0.58 - 2.72 -8.32 -8.78 -17.22 -14.85 - 26.12 - 20.92 - 35.02 3 2 3 2 3 2 3 2 3 2 1 4 1 4 1 4 1 4 1 4 -3.46 1 -6.19 4 - 3.46 1 -6.19 4 - 3.46 1 -6.19 4 - 3.46 1 -6.19 4 - 3.46 1 -6.19 4 - 3.46 1 -6.19 4 -3.46 1 - 6.19 4 Job 99095 Q-5 Page: 6 Date: 3/29/00 File: 99095 -112 Moment lc K -ft -41.89 4 - 106.55 1 - 27.04 4 - 80.73 1 7.21 4 -26.43 1 74.31 3 51.76 2 188.52 3 133.97 4 183.93 142.72 88.57 55.08 27.90 -15.43 -13.25 - 66.17 - 40.91 - 97.12 - 55.09 - 108.30 - 55.79 - 99.70 -42.75 - 71.33 - 15.32 - 25.18 44.76 22.99 3 2 3 4 1 4 1 4 1 4 1 4 1 4 2 4 2 3 4 1 - 37.- 1 31.80 - 56.58 -25.66 -45.57 - 19.51 - 34.57 - 13.37 - 23.56 -7.14 -12.55 -0.66 -1.97 1 4 1 4 1 4 1 4 3 4 3 2 z ~ w re 0 0 0 w= J i- w 0 D. � ZiE F-0 z f- 111 u 0 0 : 0 - . 0 F. w w . z F- U '. LU z N i O z RISA -2D (R) Version 4.01- - Nelson Bourdages.Inc. P.S. 512 6th Street South, Suite 202 Kirkland, WA 98033 1/2 Exodus Bunker Section Memb Axial lc K 8 U 42.32 4 L 26.57 1 9 U 42.32 4 L 26.57 1 10 U 42.32 4 L 26.57 1 5 1 U L 2 U 3 U 4 U 5 U L 6 L 7 L U $ L U 9 U L 10 U L 6 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 1066 19 2 86.6 4 106.19 86.64 106.19 86.64 106.19 86.64 106.19 86.64 106.19 86.64 106.19 86.64 106.19 86.64 106.19 86.64 106.19 86.64 95.53 76.13 95.53 76.13 95.53 76.13 95.53 76.13 95.53 76.13 95.53 76.13 95.53 76.13 95.53 76.13 95.53 76.13 < Envelope Section Forces > 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 Shear lc K - 3.46 1 -6.19 4 - 3.46 1 -6.19 4 - 3.46 1 -6.19 4 2.91 - 0.40 2.91 - 0.40 2.91 -0.40 2.91 -0.40 2.91 - 0.40 2.91 - 0.40 2.91 - 0.40 2.91 - 0.40 2.91 - 0.40 2.91 - 0.40 1.65 - 0.98 1.65 -0.98 1.65 - 0.98 1.65 -0.98 1.65 - 0.98 1.65 - 0.98 1.65 - 0.98 1.65 -0.98 1.65 - 0.98 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 Job : 99095 6_26 Page: 7 Date: 3/29/00 File: 99095 -112 Moment lc K -ft 9.46 4 5.07 1 20.47 4 11.21 1 31.48 4 17.35 1 30.22 - 5.04 25.04 -4.34 19.86 - 3.63 14.68 - 2.93 9.50 - 2.22 4.32 -1.52 - 0.38 - 1.43 0.22 -6.04 0.82 -11.22 1.43 - 16.40 16.98 - 11.41 14.05 -9.67 11.12 - 7.94 8.19 -6.20 5.26 - 4.47 2.33 - 2.74 -0.23 - 1.31 0.73 - 4.15 2.47 -6.99 4 1 4 1 4 1 4 1 4 1 4 1 3 2 3 4 3 4 3 4 1 4 1 4 1 4 1 4 1 4 1 4 3 2 4 2 4 2 z re w W V 00 to o W = CO U. w O I L oI- w w u. .. z . iii O~ z • RISA -2D (R) Version 4.01 Nelson - Bourdages .Inc. '.S. 512 6th Street South, Quite 202 Kirkland, WA 98033 112 Exodus Bunker Memb Section 1 U 7 1 U 2 U 3 U 4 U 5 U 6 U L 7 U L 8 L U 9 U L 10 U L Axial lc K 95.53 3 L 76.13 4 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 35.02 20.92 < Envelope Section Forces > 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 Shear lc K 1.65 1 -0.98 4 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4.25 2.20 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 Job : 99095 Page: 8 Date: 3/29/00 File: 99095 -112 Moment lc K -ft 4.20 4 -9.83 2 44.76 22.99 37.19 19.08 29.63 15.16 22.07 11.24 14.51 7.32 6.95 3.26 0.02 - 1.21 -4.44 - 8.17 -8.36 - 15.73 - 12.28 - 23.29 4 1 4 1 4 1 4 1 4 1 4 2 3 2 1 4 1 4 1 4 a -a7 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date 3/ aq(ars Job No. 99o9S Checked by Date Sheet No. Q " a8 Description Job Name L-YaQ QLfl W-1L gtwrI �L1�1GT1 'IA')(itt f(4e y a trD Co �v n1 OP/�crn.Y Ga ;as a r ) MOP?,t r r✓ 2 d C S/O7r1 per iN nuir trJ /uMaJ e.cknmr t ' L2SV l6Kii Cu g l'5`13'. VL. - 55 x Po = 9.2 1,; /Sb ff - k `3 51 -k - 70 .51—k P,, _ /07 k HoK = 20 Fi k t4„, = T u = 2(30) = Go jy - -- 7 ?e ,:v -k NELSON - BOURDAGES Consulting Engineers Made By: SA Date: 3/31/00 Job No.: 99095 Checked by: Date: Sheet No.: 6-act 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828-4850 Description: Negative Moment Job Name: Exodus Bunker interior support- Beam 12 .. 1997 UBC Section 1907.7.1 1907.6 1907.6.2 CODE CHECKS 1910.3.3 R ectangular Concrete Beam Moment capacity- tension steel only Cover 1.5 in fy = 60 ksi max aggreate 0.75 in fc = 4 ksi min spacing 1 in b = bw= 14 in clear spacing between layers 1 in height = 28 in (31= 0.85 Tension Steel Provided bar # 8 # of bars 4 # of bars in first layer = 4 As layer 1= 3.16 in # of bars in second layer = 0 As layer 2= 0 in bar diameter = 1 Actual As provided = 3.16 in d layer 1 = 25.50 d layer 2 = 0.00 d= 25.50 in a= 3.98 in max steel 1910.5.1 min steel Stirrup bar # = 4 Stirrup dia = 0.5 in • rp = 0.9 rlrMn= 4011 in -kip 334.3 ft-kip P b = 0.0285 .75p = 0.0214 As max = 7.63 in OK As min = 1.19 in OK 1910.6.4 crack width fs= 36 ksi dc= 2.50 in A= 17.50 in z= 127 kip /in OK 1910.4.1 lateral bracing Lb= 58 ft b • Z W ' 6 0O CO 0 WW J CO U. W QQ O LLQ Z d. IW Z � I-0 W D p U O I-- W �O W U O Z NELSON- BOURDAGES Consulting Engineers Made By: SA Date: 3/30/00 Job No.: 99095 Checked by: Date: Sheet No.: 6 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Shear Reinforcement Job Name: Exodus Bunker interior support- Beam 1 #2 - Cover max aggreate min spacing clear spacing between layers Vn =Vc +Vs EQUATION #1 - -> Vu< 4 Vn 1911.3.3.1 1.5 in 0.75 in 1 in 1 in Max spacing to satisify Equation #1 = Spacing = Av = 1911.5.6.2 Vs= CODE CHECKS 1911.5.4.1 1911.5.4.3 1911.5.5.1 1911.5.5.3 1911.5.6.8 Shear Strength for Cast in Place Beam - Shear + Flexure only (vertical stirrups) Stirrup bar # = Stirrup dia = d= 24.83 fy = 60 ksi fc= 4 ksi b =bw= 14 in height = 28 in b1= 0.85 Vu = 55 kips 1911.1.3 Vu at d away from 4) = 0.85 face of support Vc= 44.0 kips 6- /Z " 28.8 in 0.4 in 74.5 kips <PVn= 100.7 kips > Vu - -- OK Max Spacing= 12.4 in OK Vs required = 20.7 kips Max Spacing= -NA- in OK Stirrups Required? YES Av min = 0.093 in OK Vs max = 176 kips OK Locate first Stirrup at 2" from the face of the support =2 x area of stirrup bar Eq 11 -15 -1 88.0 NELSON- BOURDAGES Consulting Engineers Made By: SA Date: ' 3/30/00 Job No.: 99095 Checked by: Date: Sheet No.: r3 - 512 Gth Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Job Name: Exodus Bunker interior support- Beam • - . #2 : � 1911.6.3.1 1911.6.3.6 1911.6.3.7 fY fc = Vu = Tu = (i) = Ph= Aoh= 60 ksi 4 ksi 55 Kips 30 ft-kips 0.85 70 in 257 in b =bw= 14 in height = 28 in d= 24.8 in 1911.6.1 Acp= 392 in Pcp = 84 in Neglect torsional effects If Tu< c1 fc ^.5 *(Acp /Pcp)= 8.20 ft-kips Torsional Moment can not be neglected EQ(11 -18) 274.2 <= 537.6 psi beam dimensions OK Ao= 219 in fyv= 60 ksi theta= 45 degrees s= 8 in if <I?Tn = Tu Tn Req= 423.5 in -kips Eqn 11 -21 At req = 0.13 in EQ 11 -21 (area of 1 leg) Total area of stirrups required within distance "s "= 0.370 in (shear and torsion) Stirrups adequate for shear + torsion A1= 1.13 in — additional longintudinal reinforcement reqd. CODE CHECKS 1911.6.3.4 OK 1911.6.4.1 use closed stirrups or closed ties if torsional reinforcement is required 1911.6.5.2 Av min 0.09 in OK 1911.6.5.3 Al min * * * * * * * * * * * * * * * * * * * ** 1911.6.6.1 min Spacing 8.75 inches OK z ceW tJ 00. co (ow, ( LL. w 0: u. Q (S = Lu t— I--0 z LLI p ' U .= ' 18; 1L. 0 . w z 0 I— Z NELSON - BOURDAGES Consulting Engineers Made By: SA Date: 3/30/00 Job No.: 99095 Checked by: Date: Sheet No.: G 3 Z 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828-4850 Description: Positive Moment Job Name: Exodus Bunker interior support- Beam . ifr Z CODE CHECKS 1910.3.3 1997 UBC Section 1907.7.1 1907.6 1907.6.2 Rectangular Concrete Beam Moment capacity- tension steel only 1910.5.1 min steel Cover 1.5 in fy = 60 ksi max aggreate 0.75 in fc = 4 ksi min spacing 1 in b = bw= 14 in clear spacing between layers 1 in height = 28 in (3 1= 0.85 Stirrup bar # = 4 Stirrup dia = 0.5 in Tension Steel Provided bar # 8 # of bars 4 # of bars in first layer = 4 As layer 1= 3.16 in # of bars in second layer = 0 As layer 2= 0 in bar diameter = 1 Actual As provided = 3.16 in d layer 1 = 25.50 d layer 2 = 0.00 d= 25.50 in a= 3.98 in c1) = 0.9 rbMn= 4011 in -kip 334.3 ft max steel 0.0285 0.0214 7.63 in OK 1.19 in OK 1910.6.4 crack width fs= 36 ksi dc= 2.50 in A= 17.50 in z= 127 kip /in OK 1910.4.1 lateral bracing Lb= 58 ft • Pb = .75Pb = As max = As min = b h Z ry .W U O, rn 0 . W ul J H WO g a l. d, l— W Z O W U O Ni D H' = v ' O w z U N O Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827-5995 • Fax (4251 828-4850 Made by Sig Date Job No. Checked by Date Sheet No. Description Job Name ) GUI V UR. (3 ern') "5:c 2- 3" + rcIR 9 e 043 bee DA vror11 (1-wriff L4 (6 C. 16' la" 6011n1 Z vin;wes 5e-ti/itz To , xr e 12 I,. . • s e oc P` 3 a 8" ir LITID 00 U) CO w CO 1L. w 0 g < co 3 LU Z ‚-0 Z LU 11.1 co . o w I r • U. — Z (0 C.) y 1• 0 1— Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251 627-5995 • Fax (425) 828-4850 Made by S-A Date -?/3//cra Job No. ,1 9 9 5 Checked by Date Sheet No. G Description Job Name r- ) 5 Gcnv it tit_ Oteen >., y . b eim , ' I 9 A /'—e" 4 oo9oodv06000 c.) II 1 1 A z?" POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by CA Date / i 3 / 3/ /07) Job No. Checked by Date Sheet No. 1 Description Job Name r. if Xe00 s 6v tfir/1 * L i e I?" °c- a CvY1111;v5 tliiu thrarl l 011,7.7 ,0015(14a) Av ,a026-(Iz)(1.0 (,36 i 9ou3. 00 (111`1) •- Oh/ , o IWO = vh z G2 I q/LI. 3 .3 • 6 , 2 1,1z * POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by gA Date Vito° Job No. 9go9S Checked by , Date Sheet No. 6-36 Description Job Name L�vo6 eat tu.-.. /� / 6 ,gem K &Erma* 6 W[J c U ti (IZU (!o)) + x, (lo)) ] /czro /,6 + ,g = 2,s 3 f &AI S L.c� &z', stc,, = (()(s)(It;) _ 1.1 I4/ r4- u = 253 + 1.q((.2) = K /3r- Sp4 . (Z t LAJO 10 ZI k /j-a (IZ) ' /0 5'f- k d ^ (,)(1z) - 3 = 73 = aoo C _ zoo oz)( 73) G o S F Top 4 43 As = 3, 96 - iv q3fN >> /qu - z Nref-r00 z w, (.3 0 Co o, (/) J H' W O. g J u. _ ° _ , Z I- O' uj n o U :0— 0 H W '. H U ; z: O z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425( 827 -5995 • Fax (425) 828 -4850 Made by Da td IN N Job No. p 7D9r Checked by Date Sheet No. /� 3 -37 Description k Job Name ire003 gipUi< /J My) / : ; 19/0.7,q aeo- CaL•mc:-,4 /N cud) pan Tern, b-n-Yn �Vc = 8S 2� Oz)03)/ , X1 9 Kies (1zA) = al re,Ps I AC3 cc((6 kin Gp VG / > vo . OO I S CKW)(I7) = ,Z16 ;N z- s 1A, 00 Zs CRY it) _ ,36 (Alt Lp � ay = . oQIZ- (Iz)(IZ); _ , 17 ,-,,, A� , 04Z0 ( Oz. ) = z > V� Setec - 5 @ 12" e a coarc;,5 r s m, ,,i 5 r,,/r L•' 11 • NO S7ra„(- 1 eTdarLI Ccnv raO L 5 o.c, y - .3I(z) .G2 •J J .3 .3 a ° I " .-4(..—••••— It I' 0 • 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. /— cJ CO POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by Date 31311m Job No. nan Checked by pate Sheet No. C.) Description Job Name EXO 00.5 Cm K C it)(ie 0 - 1 / Coluft4.4 16" POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 5/4 Date L/// No. ?p Checked by Date Sheet No. CZ Description Job Name -, KoOLAS Berm/el-it C O u ' '2o.krr leva. 1 Pu 1.L ( 1,Qe/ ,z' ) I,765 1 Yr-.)( 17. 30 te; • coy wi. 1:710,fici etftrfl fAyi r P = 30k 19 - LJIOA 14011LOV rirmi 5.:e( 5).-1 1c t L Rft ii orn (Ai r See RirrYla y•iS Ctoirtl't 10+0S POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made b y 5 A D a.. `l/'/o� Job No. 7 fo7s Checked by Date Sheet No L - 3 Description Job Name .x.Gch,3 wn !� .0 30 Os-s) /4 2q SeC 1630.2.1 30 -4 V c2 T Cv ,5y L - 1.0 3 (ay) Nor tote - awl G � Lnnq rnmv SOS t GAO Ka,;' 1 wn/Is COI =, Y, . 11 pow 44: ,.o W W -wub p5F A (2w0) 336 K (1)(7,5 = JO K 1< L. L/S9riD C ant *—s POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, ‘, 98033 (425) 827-5995 • Fax (425) 828-4850 Made by CA Date i /h/ca) Job No. ( � D , Checked by Date Sheet No. C'L Description Job Name VNI t,tJGtpr , HA ;M 1140F Du Perintrel. CeArnS — 7(1) _ (,15 9/47) 304ZOt6e z 1N = 3a 6 4- R 3 1 <, / as lao psF (61Plo) (7)(I)(128) 3a6 K y , a6 - w = ,�� ('13) = 85, 8 K■ps APFCP •52 ice( tev:Le. p _ 20 J a - u5e = (. 17,Z z re W I W 00 wj (n U. O r r : g J. u. v �.w z � Z �. ILU 0 . . O O H w W' Z v ; S . 0 z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by s/4 Date / tit 34) Job No. 7, Checked by Date Sheet No C-G Description Job Name (CO awl id-ift_ W6-NT- g 8 Outfit, s SV" q3K 126 e•rniN) Se j: 0 0 1 -1.714. x ZtZx Z,) X ."-- Z>c Sr j. e )4/6 CO lOrtfli " " ,1e.; cdu& = 7.6 ( 0/2) = L( 7 fl-k L upo Ca .6 OM( 1,zDL. 1.0 c) zfr: Pa = 4- 1 '7 LL LI7 1.1 )(O.", -51 26 '- POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by SA Date lkloo Job No. 9 9696 Checked by Date Sheet No. c _ 4. Description Job Name Ocdoffs &ow-La gam 1 eduroiS ( Asm i ll°° ' ;`* - I3 ( 13 A-s ,o7 (Li (a-06 `t N .er . 1 e 3 " C,b = 101: g,, .76 3757 IN - cP 238 PN 1771 Aso: 3 4- '/ 3 " O.C. Phone In ■ Meeting • Prospective Job • Past Job • Route To Job No. 8499.1 Phone Out ❑ Current Job C. Administrative ❑ Marketing 0 l)ateTme 3 -27 -00 File Name(Owner) Annex Buildingfflehind Bldg. A) - Inte ate West Phone No.: I (425) 828 -4850 By Ray C Fax No.: Person: Steve Arnold Firm: Nelson Bourdage Subject Preliminary Design Parameters - Excavation Super ocai UI t:OI1SUltafltS Communication Record Remarks: As we discussed during our phone conversation on Friday 3- 24 -00, loose fill and silt soils were predominantly encountered at our exploration sites within the approximate footprint of the Annex Building. The fill was observed to depths of approximately eight to twelve feet, and consisted of wet to saturated slit with ocassional organics. Slope cuts within the fill deposit will likely need to be inclined flatter than 1.5H:1 V (Horizontal:Vedfcal). Given the loose and saturated condition of the fill observed, It is possible temporary slopes inclined at 2H:1 V may be necessary. The presence of groundwater seepage throughout the excavation should be expected. Stability of the slope above the planned excavation is a serious consideration given the proposed excavation depths and the condition of the existing fill and native soils. In our opinion, shoring of the excavation will help mitigate some of the uncertainties regarding the stability of the slope and temporary excavations. Cantilevered shoring with a 2H:1 V backsiope should be designed using an equivalent fluid pressure of 50 pounds per cublcloot�(.gf). Where horizontal conditions are present behind the shoring, an equivalent fluid pressure of 35 pcf should be used. Passive resistance can be calculated using an equivalent fluid pressure (0 . 350 pcf acting over two pile diameters. A o t e-half reduction in earth • re >,: t • • . if � ► • s190„�, he U Llagging due m soil arching. As we discussed, full height sho ng wi II ly not be necesssary, provided stable temporary slopes can be instructed above the shoring. Based on the soil conditions observed at the boring locations, the foundations will need to be supported on competent native soils or at least two feet of structural fill in the existing fill areas. For preliminary design puposes, an allowable soil bearing capacity of 3,000 pounds per square fool (psf) can be used. For sliding, a friction coefficient of 0.35 can be used. Please call with questions. Ray Coglas, P.E. Project Engineer Action Required: Action Taken: . z w re 2 00 co w= w LL w 0 ga _ w Z I- 1- z I— w w U m o r— w W u O Z = . O~ z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by 574 Date 3 /d9irn) Job No. Checked by Date Sheet No. C F 2 Description Job Name Co fuM,! k 3 r-,1 DIS19 Yr dirt- Om FU -W(15+ PDL = ?3k p t- = 66 k T r G f/9 fl e77 A = Cvt /)C o) _ ySD sr �L = 0_20)(i-tro) Qao)(zeto)a = 721a*ta., LL = (foo.)(y>') + Citb)( = ‘0 K;fas ,•+ cr�rv�J Li" = —� Pot. : PLC " NT? 12iu2 . Cv luYnws Go ld OA <ys i t / 2 k •t 6 K,ps (u6'`( - f - l6 Vitz 100 7t/ 4.1- D N `srn^4 RIBA OUW g w/ 4L aw' ' R,✓ Fri CO PsP 57 9. 7.6 S Asl U5c. OX AE ' 0 - a o /off, `I K ,. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425)827-5995 • Fax (4251 828-4850 Made by Ss Date Job No. Checked by Date Sheet No. r F 3 Description Job Name M = 8'00i) aqs + /'; Itf 2L•-D I Ti2Sfvt2L /,7 IA. +- hLI DL 4 7 u 'let= a2+3= 25" r. 20f (2/ &oo"' /, 7(66) 4- I, (83 t y.z) (r)(r) 3,66 K / -z (� IepUIR L•o I at,,, ./.., 4 8 vbe 2u " -t- 6«u As , o > 41 //own Wr 1 11 AY 3 rc /kt qrwo /N kIJJ ,b►V • ,. .. Concrete compressive block depth: a= 0.46 IN U tA, Minimum Steel Requirements: Steel required based on moment: As(1)= 0.23 IN2 /FT 0 H Minimum code required reinforcement: As(2)= 0.31 IN2 /FT Z Controlling reinforcing steel: As reqd= 0.31 IN2 /FT Selected reinforcement: #7 BARS a 18.00 IN. O.C. As 0.40 IN2 /FT Development Length Required: Ld= 28.76 IN Development Length Supplied: Ld_sup= 39.00 IN POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 -4850 Made by cd1 Date Job No. Checked by Date Sheet No. r 5 Description Job Name 1 G4 C.pto 2 L L = poet v N gcs-6 om,,,✓ - CV( KR)) = at-10 sF 471, tom' = (:_29)(j = .ago sF ( .2oT1-k:�(1 �)_ n = /04 •k 2. ARC _ pq t� _ S,9 f 36 3 a1. ` 02ops &)(20) 4- (po)(? Rat = (Irk "o) f (, oox sq °Ya 1 01: 1- 10.8 - S8 K,,cs N. p . 7oe -rwr ' 2c.t //1 CJUMU C:17.2 36)(h? ) <' z ~ W JU 0 0 coo: W W ; CO U. W 0 g co _ ° : W Z � I-0 Z U Q . O S. 0 H: W W; Z I� F u. 0 W z U= 0 z Square Footing Design ( 94 UBC (91 NDS) 1 ver. V4010701 By: Steve Arnold , Poggemeyer Design Group, Inc on: 03 -31 -2000 Project: 99095 - Location: Exodus Bunker Summary: Size: 8.0 FT x 8.0 FT x 24.00 IN Reinforcement: #5 BARS @ 18.00 IN O.C. E/W Or (6) #5 BARS E/W Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Properties: Allowable soil bearing pressure: Effective soil bearing pressure: Concrete compressive strength: Reinforcing steel yield strength: Concrete reinforcement cover: Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: Footing depth based on shear stresses: Selected footing depth: Effective steel depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: Factored moment: Concrete compressive block depth: Minimum Steel Requirements: Steel required based on moment: Minimum code required reinforcement: Controlling reinforcing steel: Selected reinforcement: Development Length Required: Development Length Supplied: F- PL= 36000 LB PD= 47200 LB PT= 83200 LB Pu= 127280 LB Qs= 3000 PSF Qe= 2700 PSF F'c= 3000 PSI Fy= 60000 PSI c= 3.00 IN L= 8.0 FT W= 8.0 FT A= 64.0 SF Qu= 1989 PSF I= 16.00 IN w= 16.00 IN Areq= 30.81 SF Lreq= 5.55 FT D= 24.00 IN d= 20.06 IN Bo= 144.25 IN Vu1= 109319 LB vu1= 44 PSI vc1= 219 PSI Vu2= 26434 LB vu2= 16 PSI vc2= 110 PSI Mu= 1060667 IN -LB a= 0.24 IN As(1)= 0.12 As(2)= 0.16 As reed= 0.16 #5 BARS @ 18.00 IN. O.C. As= 0.20 Ld= 20.54 Ld_sup= 39.00 IN2 /FT IN2 /FT IN2 /FT IN2 /FT IN IN POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 14251 827-5995 • Fax (425) 828-4850 Made by Date Job No. Checked by Date Sheet No. r Description Job Name • •••••••■■•••• • (04'7 e1 L l�" tSek CoLum, — - S' Sph(v 1 31'CLA 16 " ScA CC:t.wYW _ CF) .pc *ire Clinkdi /?1S Od / ' " • , re w 0 0 co w w 0 U 1— 0 Z D — 111 w I RI' 0 • Z Ili CO 1 0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 627-5995 • Fax )425) 828-4850 Made by 24 Date 3 /g9 toy Job No. 9 9075 _,.... , . 4, . .. Checked by Date Sheet No. L 1 Description Job Name 1: il $ . 1 eboen c . (DO PetYF tu4 II S S LAB em Rtniwr I C:Ti (/*6■ ez • 35 (235 35 K (, f4) (s600 a) /0.0 = (Q)(zs' )(Ise 4— 0)( 13 )( ',e)1 Vh3 Carrve = )(. 15 ) ( 3 R at) N(ds)( ) R P (q)(les)( Fxg`k tg" q , iv y2 sLI Z 7 hf ; L7 POGGEMEYER DESIGN GROUP lenlaT IMMO CONSULTING ENGINEERS ■•• see malt ma.% ba• vO awe wows.. vela o,mas n NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 627-5995 • Fax (425) 828-4850 Made by (-07,49 Date l i t I 31 Job No. c i c ia?6 — Checked by Date Sheet No. L-3 Description Job Name ij rucus . B ui, ji , lea. 11- (guy — 1 Thmt LAitw4h, faessvrie = 50 ,25 170 lc fps F il=- 11 ` 50peF LA-nAtt_ f(Sufi c -= 14) H ( ( 21.5 (. 4 Z 1- Z (50) ) ?,CYI 4- 36 -I- t,u/ FS 1 Pti- 170L1 0.61 = .7S Ki;eas POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by sp Date 11 Job No. civ Checked by Date Sheet No. Description Job Name e - 1.5 )(9005 eurJuliTZ. N (7,p1. 6n+ di; £2e.,,-fl (.01 /aid / - g 1 Pcie [35o zu.as c,tz I 3 1757 (woo) = 1757 (woo) 7'-I = use 3 - 5" 3-ertry) • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 'iq Date yid Job No. Checked by Date Sheet No. . ,... l.- Description Job Name ci V—U-S GOOK OZ. ■ 6e.) wit/01MT (;.‘ C0A-oe; (3EA- er) 6n tivi q d i ) u41 4 c r C u Galin psi; ( U62 4 3062 )(ti ) q5 10 - \i = Z24j 74. K z z w 00 oca (OUP u, LU g u. < co a ; I- al I- 0 • Z o. ui 2 3, UJ I 0 L a • Z x: 0 I z NELSON - BOURDAGES Consulting Engineers Made By: SA Date: 4/3/00 Job No.: 99095 Checked by: Date: Sheet No.: L -6 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828-4850 Description: Grade Beam Job Name: Exodus Bunker Cover 3 in fy = 60 ksi max aggreate 0.75 in fc = 3 ksi 1907.6 min spacing 1.27 in b = bw= 48 in ' " 1997 UBC Section 1907.7.1 CODE CHECKS 1910.3.3 Rectangular Concrete Beam Moment capacity- tension steel only max steel 1910.5.1 min steel Stirrup bar # = 5 Stirrup dia = 0.625 In bar # # of bars # of bars in first layer = # of bars in second layer = bar diameter = Actual As provided = d layer 1 = d layer 2= Tension Steel Provided • rp = 44/In= Pb = .75Pb = As max = As min = b 4 4 As layer 1= 5.08 in 0 As layer 2= 0 in 1.27 5.08 in 19.74 0.00 d= 19.74 in a= 2.49 in 0.9 5074 in -kip 422.8 ft -kip 0.0214 0.0160 15.19 in OK 3.16 in OK 1910.6.4 crack width fs= 36 ksi dc= 4.26 in A= 102.24 in z= 273 kip /in Excessive Crack Widths 1910.4.1 lateral bracing Lb= 200 ft V h re W m 0 coo W = J H W , W O g —J co_ O = W _ . Z F . O : Z 1- W 0 D O— O I-- al W H H � u_ • W Z = O 1- z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 5/4 Date Job No. Checked by Date Sheet No. i (.... , / Description Job Name C1/10E (woo) e s tn-3 6" 2,0, e re' c)t Ig aka, c2 Aim 1:- Fete cow t ' s e )040.c, ----- COI. Tr VI hong e4 FeJe '. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 627-5995 • Fax 14251 828-4850 Made by 5 Date Job No. 7107s, Checked by Date Sheet No. a A Description Job Name C eiglo e wlefiet-h•; % Fierh I AO P Cotusz6iucm..4 r LP 7* 49 wk.a #-Se io" • '' ' ' ' ' ' ' ' ' ' ' • it, x it f HAN 42 t ear, 6'-oo V S" SLA:3 24 ,1 aew tor filo% POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251827-5995 • Fax (4251 828-4850 Made by 54 Date Job No. Checked by Date Sheet No. 1 Description Job Name F kous A WM it L.R. Perliek-Cif C 0- /17t C4-1 Cie I )7 I IS / nr 1 6.''' i f perfist:Noicitet ennis A / 2' OC. 7 / 2 Iftwr 0,7X 13 7 lq.9. (Z = 2.7 (z) P7Q 11 K/y-f- C I ,9 7 107 psi /cur 25 ,-„,/ z Z LU 0 0 ww Lii ui 0 w z 0: z 111 ui n D I ...1 ;11IJ " I a . z. c.) 0 I z Table 3 Moment = Coat. x wa' x/a y = M M y = b/4 M, M b/a 3.00 2.50 2.00 1.75 1.50 1.25 1.00 0.75 0.50 0 '/. 'h 3'. 0 '/. 3'. 0 'A 'h 3'. 0 'A 'h 3'. 0 '/4 .h Y. 1 0 'A 3'. 0 'h 'h 3'. 1, 0 '/. 3'. 0 3'. 1 0 +0.010 +0.005 -0.033 -0.128 +0.025 +0.019 +0.010 -0.004 -0.025 O +0.027 +0.012 +0.022 +0.011 +0.014 -0.021 -0.001 -0.108 -0.022 O +0.027 +0.013 +0.023 +0.015 +0.016 -0.008 +0.003 -0.086 -0.017 0 +0.025 +0.012 +0.022 +0.016 +0.016 -0.002 +0.005 -0.074 -0.015 0 +0.021 +0.008 +0.020 +0.016 +0,016 +0.003 +0.006 -0.060 -0.012 0 +0,015 +0.005 +0.015 +0.014 +0.015 +0.006 +0.007 -0.047 -0.009 O +0.009 +0.002 +0.011 +0.009 +0.013 +0.008 +0,008 -0.035 -0.007 O +0.004 +0.001 +0.008 +0.005 +0.010 +0.007 +0.007 -0.024 -0.005 0 +0.001 O +0.005 +0.002 +0.006 +0.004 +0.006 -0.015 -0.003 0 +0.007 +0.008 -0.018 -0.092 +0.014 +0.013 +0.010 -0.000 -0.018 O +0.013 +0.007 +0.013 +0.008 +0.010 -0.010 +0.001 -0.077 -0.015 O +0.009 +0.006 +0.010 +0.010 +0.010 -0.002 +0.003 -0.059 -0.012 O +0.007 +0.005 +0.008 +0.010 +0.009 +0.001 +0.004 -0.050 -0.010 O +0.005 +0.004 +0.007 +0.010 +0.008 +0.003 +0.004 - 0,041 -0.008 O +0.003 +0.002 +0.005 +0.008 +0.007 +0 +0.005 - 0.031 -0.006 O +0.002 O +0.003 +0.005 +0.005 +0.005 +0.004 -0.022 -0.005 O +0.001 O +0,002 +0.002 +0.003 +0.003 +0.003 -0.015 -0.003 O 0 O +0.001 +0.001 +0.001 +0.001 +0.001 - 0.008 -0.002 y = b/2 M M 0 -0.014 -0.011 - 0.006 0 -0.082 -0,071 -0.055 -0.028 0 O -0.074 -0.013 -0.066 -0.011 -0.053 -0.005 -0.027 0 0 O -0.060 -0.012 -0.059 -0.010 -0.049 -0.005 -0.027 O 0 O -0.050 -0.010 -0.052 - 0.009 -0.046 -0.005 -0.027 O 0 O -0.040 -0.009 -0.044 -0.008 -0.042 - 0.005 -0.026 0 0 O -0.029 -0.007 -0.034 -0.007 -0.037 -0.005 -0.024 0 0 O -0.018 -0.005 -0.023 -0.006 -0.029 -0.004 -0.020 0 0 O -0.007 -0.002 -0.011 -0.003 -0.017 - 0.003 -0.013 O 0 O -0.002 -0.001 -0.004 -0.002 - 0.009 -0.001 -0.007 O 0 Table 4 Moment = Coef. x wag b/a 3.00 2.50 2.00 1.75 1.50 1.25 1.00 0.75 0.50 'h 'h 'h 'h 'h 'h 'h 'h 'h %. 'h '/. 'h 'h 'h +0.089 +0.036 +0.044 +0.022 +0.025 +0.010 +0.009 b /t - Hinged x/a y = M M +0.022 +0.118 +0.029 +0.085 +0.024 +0.112 +0.032 +0.076 +0.027 +0.100 +0.037 +0.070 +0.029 +0.091 +0.040 +0.061 +0.031 +0.078 +0.043 +0.049 +0.033 +0.063 +0.044 +0.033 +0.044 +0.029 +0.038 +0.020 +0.025 t /- Hinged X y = b14 M +0.077 +0.101 +0.070 +0.092 +0.061 +0.078 +0.054 +0.070 +0.038 +0.047 +0.027 +0.033 +0.016 +0.018 M +0.025 +0.034 +0.027 +0.037 +0.028 +0.038 +0.029 +0.039 +0.047 +0.029 +0.059 +0.040 +0.029 +0.039 +0.027 +0.036 +0.023 +0.030 +0.007 +0.015 +0.007 +0.019 3 z w 6 0 U O, 1n 0 co w u . W = W o 2 g Q . � 1- 0 Z uj ON 17 f-` W W I H H . W Z 92 O z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 627-5995 • Fax (425) 828-4850 Made by q t Dat. el" Job No. c ........ / P95 Checked by Date Sheet No. L — il Description wa il um Job Name i . 4 IS" WRY M 14 ' *oeN,A a. wki • 0,09 11.4-a - 0 • 0 •cop r a g tA ..-l4Jet: 1140 ,004- ' I. 3.b / 654-01) r- ikez2 0 •44- Cike t (7, poq -0401 1 . o 3 .0 cL- (LP" Jr re Li f hs. 0.(09 (LIZ 0,ot2S POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by CA Date Job No / 1 ci ..- Checked by Date Sheet No. 1.." la Description Job Name L Dal-6N RAN Now Stiore cvA /I ;az Looi,Ji- D 1 1,0 Cotib n o 1 . 1 [1 1,"6 E 4- 1,6 1-1 = 1,32 D 4- i1 1E 4- i7,6 1,i E + 1,0 G 4- 1, 6 H :> 1,0 1„1 C-", ‚ 5 W \k/ W r LO( (2auF no 1 10g S5o Z ;UO re 2 tn ' W r L./ l 0 fpm _ „' W : Height at Height of Roof Dead Factored Load Comb HO HD Z 0 Seismic Applied Wall SW Load X e #1 Tension + Comp + Z O Wall t (in) L (ft) % of E E kips Load % of H H kips Soil Load (kips) (kip) (ft) (ft) Pu (kips) Mu (ft -k) Vu (k/ft) (kips) (kips) W W 1 12 40 0.09 12.4 14 0.066 112.8 7 120 48 0 0 222 1580 5 -71.4 150.38 2 2 D• 2 12 21 0.45 61.9 17.5 0.331 563,8 7 79 30 4 1.10 144 8296 50 323.3 466.81 0, 3 12 28 0.39 53.6 17.5 0.287 488.6 7 105 25 2.6 0.51 172 7139 33 169.2 340.78 ' U N • 4 12 8 0 0 0 0.118 200.5 7 12 0 0 0 16 2470 44 300.8 316.64 •Q ' 0 H 5 12 8 0 0 0 0.132 225.5 7 12 0 0 0 16 2779 50 339.4 355.24 6 12 57 0 0 0 0.066 112.8 7 171 0 0 0 226 1389 3 -88.5 137.23 ' W W 7 12 35 0.07 9.6 14 0 0 7 81 34 0 0 152 148 0 - 71.9 80.38 , F- V LL H: Factored Load Comb HD HD W N' #2 Tension Comp U _ ., Pu (kips) Mu (ft-k) Vu (k/ft) (kips) (kips) O � , • 168 1580 5 -44.5 123.50 Z x= distance fron CL of wall that the roof dead load is applied 109 8257 50 338.8 447.58 e= distance the total dead load is from the wall center line (+ = east of CL) 130 7118 33 189.2 319.22 12 2470 44 302.7 314.72 Load comb #1 1.1 [1.20 + 1.0E + 1.6HJ 12 2779 50 341.3 353.32 Load comb #2 1.1 [.90 + 1.0E + 1.6H] 171 1389 3 -61.1 109.87 115 148 0 -53.5 61.92 Shear Walls.xls EW loads E = 137.5 Kips =.25 W -W= 550 Kips H = 1704 Kips L= 136 ft Summation 100% 137.5 100% 1704 2#6 bars = 0.88 in ^2 Shear Wall Design rebar Final Max Min Max Required spacing Vs actual As Phi Mn As relieved Tension Wall # Vu (k) Pu (k) Mu (ft -k) Vc (kips) Vs (kips) (in) (kips) Result provided (ft -kips) Result by Pu As required 1 212 168 1580 583 NA AO. 1690 OK 1 2103 OK 1.4 -0.4 2 1060 109 8296 306 942 1064 OK 8 8428 OK 0.9 3 919 130 7139 408 673 1 le- 1183 OK 5 7207 OK 1.1 4 353 12 2470 117 299 10 406 OK 8 2812 OK 0.1 7.9 5 397 12 2779 117 350 10 406 OK 8 2812 OK 0.1 7.9 6 198 171 1389 831 NA 12 2408 OK 1 3021 OK 1.4 -0.4 7 11 115 148 510 NA 12 1478 OK 1 1833 OK 1.0 0.0 4 /5 /00 7:02 AM r W I ik - r - E% s e -.--- axPfficsOCTOEIMPA /"--. ! ,...) FILE COPY I understand that the Plan Check approvals are subject to errors and omission3 and approval of plans does not authorize the violation of any - — STRUCTURAL CALCULATIONS FOR EXODUS ANNEX (BUNKER) PLAN REVIEW SUPPLEMENTAL CALCULATIONS POGGEMEYER DESIGN GROUP, INC. NW DIVISION July 5, 2000 PDG JOB #99095 Contents: Supplemental Calculations Pages 1 - 19 n 1 . z z Ui Jo c[ 2 00 w co ILI WI -I 1- CO IL. Il i 0. g cn l I- ILI I- z I- LL! ui w 0 - w I L I 0 ": Z. O IJJ = ' 0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland. WA 98033 425 827-5995 • Fax (425) 828 -4850 I I I I Made by :4 Date #09410 Job Nu. c /9a /j Checked by Date Sheet No. Description ;Wm e ca.,.,-, 7 —� NAN Ot a ct,' ti 4, 3 Job Name C /. Net UM. r . VO 6.� er a CAt,' gas" LVISt:'O leinIL 9/ s -s = Nef (/) IthJ = 3 l 5:1-k Nit = 313 5:1 - - < (/)k-IN RCF CAtc; e -5 P6 . , E cr• •Tltr OK rCLI 6= Z5 (1) tt'rt t4S S rei L •:. ^ z re W J U 00 CO O W = c O: J 0 0; ° : W . z � z O F. 111 uj D U 0: 0 -I 0 H = 0 , I- - - I - 0 11 O ~' z NELSON - BOURDAGES Consulting Engincers Made By: SA Date: 6/29/00 Job No.: 99095 Checked by: Date: Sheet No.: Z 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Negative Moment Job Name: Exodus Bunker interior support- Beam grid #3 .) 1997 UBC Section 1907.7.1 1907.6 1907.6.2 CODE CHECKS 1910.3.3 max steel 1910.5.1 min steel • Pb = .75Pb = As max = As min = b Rectangular Concrete Beam Moment capacity tension steel only Cover 5.125 in max aggreate 0.75 in min spacing 1 in clear spacing between layers 1 in C t oi' , l = 0.9 'I Mn= 4675 in -kip 389.6 ft 0.0285 0.0214 5.58 in OK 0.87 in OK 1910.6.4 crack width fs= 36 ksi dc= 6.25 in A= 25.00 in z= 194 kip /in 1910.4.1 lateral bracing Lb= 50 ft A d ( Cttiti Stirrup bar # = 5 Stirrup dia = 0.625 in r .5 Tension Steel Provided bar # 1 8 # of bars ∎6% # of bars in first layer = 6 As layer 1= 4.74 in # of bars in second layer = 0 As layer 2= 0 in bar diameter = 1 Actual As provided = 4.74_ in d layer 1 = ' 21.75 > d layer 2 = - 0.00 d= 21.75 in a= 6.97 in h fy = 60 ksi fc = 4 ksi b = bw= 12 in height = 28 in (11= 0.85 ' Z r e 0 0 co o. N W U. W O : LQ N a = d I- _ ? Z � uj O N ' 0 I-- = U O . W z O Z POGGEMEYER DESIGN GROUP ) CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 425 827-5995 • Fax (425) 828-4850 I I I I Made by n Doh, 101.) Nn. 1 t0 Checked by Date Sheet No 3 Description 16 . Jnni. SG P/AN nevrca . 3 Job Name /7 r,`KIN.? l� lit ►r14 0Z p I Art 12011t w --- • } 0 • �vtSt` 1 Strt.. o-erA -t, I ‘S 6 t.rp t �,� .7 I I C I ma. ✓/° A C r•vp 1 Z g S. F' W: 0 0 ' N 0, W W : J W O . qq J' LL Q. N 0, ? � 1_ z � U � 0 N 0 I—. uJ W I — u. i W Z 0 = 0 Z Phone In A Meeting a Prospective Job ❑ Past Job • Route To Client/File Job No. 8499 -1 Phone Out • Current Job Administrative 0 Marketing • Date/Time 6 -29-00 File Name(Owner) Intergate West - Annex By Ray Coglas Person: Steve Arnold Firm: Poggemeyer Design Group Phone No.: (425 027 -5995 Fax No.: 828 -4850 Subject Liquefaction Potential ' ucut uy. Le$ Lii L.UI15Ulldlll5 .J Communication Record t Z O: D c • :O 0 H; W W: u-~ O' . z. = O F. Z POGGEMEYER DESIGN ROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by ;A al, 4 4 3 ? Job No. 770 75 Checked by Date Sheet No S Description si T-'n;11Tr :, 'coo.; — Plop, Pun (0) v. 8 Job Name EXCTOS aurA ( t TZ Th T) V?/ vac ,5ec „ Nato I rPO I pid Po I'197 UeC. Izp/ C tifirri(?. ) 4 A mtpl riti;t4 (?ottr ono ' 2. 6 —) = Ce P9 ,7 ( 1,(2)(.9.6 esp 0: /3(s ) P 17,3 4 0.2 (c.sJIoiz d R icdo9S4 0APA) Chr-IlL)k > ,2 (kr - hco/,, = .2 hr 1,21 Z0' > 5O' Pm 17, .:3s 4 - ILO 58 i pEF g.s" (E tio - ) - 1 hr > 1 1 )r4-,$) Cif 'i1. try.,s;os lid: --156 0.35 — (c L ILI_ LI) (E //if_ POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 /425) 827-5995 • Fax (425) 828 Made by .CA Dm, 6 / a9/ Job No 77o25-- Checked by Date Sheet No. 14 Description : . - - , N o (. . . . , INti i " . 0,7,. r I I ri 1 o ..i IC fa tj r: ';' 8 Job Name f- L:)<OVU,S ILII<C11 t." aelf6 uer 1 I (0d = I r il 6 Des. IAA: 0 NOT" 1/(.ss) - il(hr- 170 7 LIP- I) ( ) -) 9 bo SNOLo to S. X fiCh (16 &' 1. 70' 50 1 06F tnQ cc K Ceti,' (,* r: • .S (!7,5) I 1 ( . 70j S iLs q Aft/ Y 77 71 ' sr 1O 7The Are en i pf, MAJ RA 116 ( p, s AS /W /6100 Tt/Nti SO /15F a8 l osp F psr < LL Sops 7,LP ) ( 6/ u p POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 • Fax (425) 828.4850 Made by SA Dat, / 1 e( P q I ao lob No Checked by Date Sheet No. 7 tion Descri rt .... MR.0 DP i Fp'? — 61 ri P e v i r 0 4- 6 Job Name ,– tz,- YUCUS Ce FY/MI Mt B (.4j 1.4 Lyz ; Iowa. attir- i Nc ( ti .w 6. . I - l r = Dts,c5,.) fi /lr i crL A-0 0 7 NIOTIF. < M Af itl IlatTF c CC S (r) P' S 1/4 5,410 oe r-r IcTfos • ^ • II Q., coo 11J LUO 9 < im 1— I-0 Z ILJ uj n 0 0 I— :— IL. Z ( I ) ; Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828•4850 Made by nq D. 7 / 3 kr , Job No Checked by Date Sheet No. Description ,( ry lorneivia, ( el L.C. S — titrEy2,6-- . Jot) Name EYtiCUS (ioil<irt e . - Cgsrfic eft G k-r V- ' vs/ £/,2 w NI : TO NOT &.)<C an ; V tor It TH .7 .11 CA. \A/ ,11 (i36)(1.0) , 03'j w 1/97 u pc 30.2. 2vivE 3 C v Sti c v i /.o DVAL Sys ,03 ( 11 ' 5 ) 34 7 • ( C4= .36 (oyv r(hred I w 4 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827-5995 • Fax (425) 828-4850 Made by SA DalL / 7 /3 lut, Job No 7 0 96 Checked by Date Sheet No. e; Description L #11117 ni.... aeStri i.) Job Name r L.1 YaOu c, eVA- et.D6, LU (D no F . ca107/_/1 - L rietiN 1 24 Ott-1i Revc ,:f s it ki-- 64 Ptwc DC = lac) psi: 6 r F)& ) 41 a 7 0 if 7 5 1 -is7o 11 (_ = z_ / it, C- It wi ilerPF DI_ 61 2.4 /e-d? 1414-1 iti g 2 )0 19. 5'0 )1 too /./7? z lii 00 0w !Q u ui 0 g u. < co 3, g. z 11J uj • CI 0 a 0 I_ LU u j I 0 I— Lii • Z I 0— POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 (4251 827-59 • Fax (425) 828-4850 Made by .., .4 Date 7/34 Job No A r ,,,,__. 7 P/5 Checked by Date Sheet No I 0 Description ,.., • L 411:124 L WS t Job Name I— L' Yo0US Sur )1.< lill ..) pnrne. L L F IN N.1 NJ ts.'1 N L (4) - I - bilic 0 A 1.1 0 Ii' 3 30 w C 3o /6 * D 1/0 12' /7 Z8' NOT arc ; H 3 0 F D • ' • " POGGEMEYER DESIGN GROUP CONSULTING ENONEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax 14251 828-4850 Made by ,.:1) D‘11. , / //N or) Job No. 77095 Checked by Date Sheet No. I I Description L ATMA I OCS.ieN Job Name 1...- Yerous ennyktot I 2. lt IN 11 :1 , 1 oog Solution: LC 1, lc 1 Nelson - Bourdages Inc., P.S. SA 99095 lq2 173 , `1T4 6 I I 147 '148 1 I ° 1410 1411 '1412 Exodus Bunker July 3, 2000 2:25 PM frame. r2d -- - ----' -'----'' 0 0.153 -- 15- 0 N2 13 15 - --- - ---------�----------' 26 --- 15 --- 0 — N4 15 0 N5 52 15 _________O _____ N7 O 0 0 ----'-�N---- �--''-13 0 0 N9 26 0 0 �1 ' ' -�-� 39 0 O N11 52 0 0 N12 65 0 0 -----------'------ N2 0 0.153 0 -_-_--___ - 0 __- N3 0.153 0 0 N4 0.153 0 0 N5 0.153 0 0 N6 0.153 '0.002 0 N7 N8 ------'----'' ---- 0.000 0.000 0.000 0.000 0.000 0.000 N9 0.000 0.000 0.000 N10 0.000 0.000 0.000 N11 N12 _ O.00O 0.000 ---___-__--- 0.000 N2 L X 16.6 N3 L X 16.6 N4 L � 16.6 N5 L 16.6 NG L X 16.6 __ __ �1 _____ L _______ )� 1 O`b Company : nc.,P.S. Designer : � Job Number : 99095 Exodus Bunker � Joint Coordinates Joint Label Joint Displacements, LC 1 : lc 1 Joint Label Joint Loads/Enforced Displacements, Category : None, BLC 1 : V Joint Label Joint Label R|SA-3D Version 5.1 X Coordinate 0 Ft X Translation In [Lload or D is lacement [z\R|SA\undUad.c2d] YTmnguUon In Y Coordinate 0 Ft Direction Rotation radians Joint Temperature � Magnitude Joint Loads/Enforced Displacements, Category : None, BLC 2 : Vc Mougor Direction Magnitude Misplacement (K, K-ft, In, mu | NU|_____ L |_ X 100 r 6 - �� ~ K � ^ ' July 3, 2000 10:53 AM Checked By:_____ �.� Page 1 ..; ":-.) D M 1 l , %-� W o a : u. Q' n N O relative I W Wall L(in) t (in) h (in) Ic(in ^4) 1 kip deflection (inches) stiffness (Win) rigidity Z _ H ' A 480 12 216 55296000 1.69E -05 59259 1.00 Q , • B 360 16 216 31104000 3,00E -05 33333 0.56 C 360 16 216 31104000 3.00E -05 33333 0.56 ? Q D 480 12 216 55296000 1.69E -05 59259 1.00 U u i 0 t—'. E 216 12 216 5038848 1.85E -04 5400 0.09 . F 168 12 216 2370816 3.94E -04 2541 0.04 = W; G 216 1�6 � y i N . 0 1 1 1 I- H' H 816 16 216 362225664 2.58E -06 388188 6.55 0: 111 Z. N H 1 . cri O o A Z c• c Econcrete= 3.60E +06 psi 1/remit: , nr 3 .. �....+ ,401 k y :Is Z • ce 2; Seismic Base Shear = V = 173 kips ,-.,Torsional rigidity = J. =. 374135 e ice 5 2.5 check for torsional Irregularity delta A 1.39 in " -3 delta B 1.23 in " -3 delta C 1,25 In" -3 delta D 1.38 in " -3 delta E 20.24 in " -3 delta F 20.24 in " -3 delta G 20.54 in" -3 delta H #DIV /0! Rrf►O D vw( ca/ / Stiffness Wall Distance from Direct Case #1 Case #2 Case #3 Case #4 Max Absolute / total shear Wall kips/1000 in Location (ft) Center of Rigidity (ft) Shear (k) Vt Vt Vt Vt torsional shear / (k) A 59.2 x= 0 50.7 55.4 7.94 -5.94 26 95 20.02 26.96 a 82 Resist B 33.3 x= 18 32.7 31.1 2.88 -2.16 9.78 7.26 9.78 41 "Y" direction C 33.3 x= 86 35.3 31.1 3.11 -2.33 10 55 7.83 10.55 / 42 Loading D 59.2 x= 100 49.3 55.4 7.72 -5.77 2619 19.45 26.19 82 Summation 185 E 5.4 y= 40 3.1 109.1 0.04 -0.03 0.15 0.11 0.15 109 Resist F 2.5 y= 40 3.1 50.5 0.02 -0.02 0.07 0.05 0.07 51 "X" direction G 0.66 y= 0 36.9 13.3 0.06 -0.05 0.22 0.16 0.22 14 Loading H 0 y= 50 13.1 0.0 0.00 0.00 0.00 0.00 0.00 0 Summation 8.56 X (ft) Y (ft) + = clockwise moment Bldg outside dims 100 50 Case #1 torsional Moment 990 ft-kips Case #1 - load in the Y dir and e In +X direction Center of Mass 50 20 Case #2 torsional Moment -740 ft-kips Case #2 - load in the Y dir ande in -X direction Center of Rigidity 50.7 36.9 Case #3 torsional Moment 3359 ft-kips Case #3 - Load in the X dir and e in +Y direction Case #4 torsional Moment 2494 ft -kips Case #4 - Load in the X dir and e in -Y direction CM to CR delta 0.7 16.9 (eccentricity) 2 E < 1.2 0? o G _ /}CC f& T EC( 61)7 c / 7�-> ,S tom/ NO <-7 e etCC Torsional shears caused by eccentnci v r""-)t I ( If i ,nz, 57 o &c /G3o.7 Z W 1 U U ; W= J W 0 ' U. Q. N Z Cy: • W. Z I- O • Z 11J a U 0... ,O N F- WW W r. U Z POG.GEMEYER DESIGN UROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by S A Da ' 7 3,,,, � � ��- Job No ! /n / J Checked by Date Sheet No ' Description L A - tM*2ft OeSt�N Job Name r nq r V L 1 V4,, a IIOIActi r (c)JtJrin)S = 7.2 K 4 5. 6K = 1" t<,�s —, 67 U3C P _ 1.0 L-W Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Marie by ,. v A Dal. %i % / v) Job No. ' ? r ° 9; Checked by Date Sheet No Description LAltr et_ _ _ Job Name L ) 000 QVr,l <tR_ la. 173 .073 oZ O ,073 gc>vo < 1.0 ,. r F(1,0E) ).s p - l'° N _ 5 ust: f` 1.0 a_ s %srols ; flu- l frt uv z f N ez 0 Nor C eco 847 o f I'h e Lvt: CA CPA Ay i13vvE. ', r FP/ c/ r" 1 - Summation Shear Walls.xls NEW EW loads E = 173 Kips Load comb #1 Load comb #2 Wall # A B 1.1(1.2D +1.0E +1.611) 1.1(.9D + 1.0E + 1.6H] et. I L t oa'DS A r_'_ H = 950 Kips L= 100 ft Height at Height of Roof Dead Factored Load Comb HD HD Seismic Applied Wall SW Load X e #1 Tension + Comp + Wall t (in) L (ft) % of E E kips Load (ft) % of H H kips Soil Load (kips) (kip) (ft) (ft) Pu (kips) Mu (ft-k) Vu (k/it) (kips) (kips) A 12 40 0.474 82.0 14 0.090 85.5 6.5 120 18 0 0 182 2241 6 -35.1 147.10 B , . 16 30 0.237 41.0 17.5 0.430 408.5 6.5 150 0 0 0 198 5462 25 83.1 281.08 C 16 30 0.243 42.0 17.5 0.410 389.5 6.5 150 0 0 0 198 5264 24 76.5 274.48 Jr( 12 1 0 0 0 0.000 0.0 6.5 2 0 0 0 2 0 0 -1.0 0.99 12 1 0 0 0 0.000 0.0 6.5 2 0 0 0 2 0 0 -1.0 0.99 12 1 0 0 0 0.000 0.0 6.5 3 0 0 0 4 0 0 -2.0 1.98 D 12 40 0.474 82.0 14 0.070 67 6.5 93 14 0 0 141 2024 5 -20.0 121.21 143% 247.0 100% 950 x= distance fron CL of wall that the roof dead load is applied e= distance the total dead load is from the wall center line (+ = east of CL) 2 #6 bars = 0.88 in ^2 rig Lr' 5,,tu ft Shear Wall Design rebar Final Max Min Max Required spacing Vs actual As Phi Mn As relieved Tension ! Vu (k) Pu (k) Mu (ft -k) Vc (kips) Vs (kips) (in) (kips) Result provided (ft-kips) Result by Pu As regd.. 241 138 2241 583 NA 10 2028 OK 1.2 2522 OK 1.2 0.1 764 150 5462 583 316 10 1521 OK 4 6224 OK 1.3 2.8 732 150 5264 583 278 10 1521 OK 4 6224 OK 1.3 2.8 O 2 0 15 NA 10 51 OK 0 0 NO GOOD 0.0 0.0 O 2 0 15 NA 10 51 OK 0 0 NO GOOD 0.0 0.0 O 3 0 15 NA 10 51 OK 0 0 NO GOOD 0.0 . 0.0 207 107 2024 583 NA 10 2028 OK 1 2103 OK 0.9 , 0.1 7 /3 /00 3:05 PM Factored Load Comb HD HD #2 Tension Comp Pu (kips) Mu (ft -k) Vu (k/ft) (kips) (kips) 138 2241 6 -13.0 125.02 150 5462 25 107.1 257.08 C-,-, 150 5264 24 100.5 250.48 x 2 0 0 -0.8 0.75 O a 2 0 0 -0.8 0.75 n n 3 0 0 -1.5 1.50 107 2024 5 -2.9 104.09 Shear Walls.xls NS loads E = 173 Kips Height at Height of Roof Dead Seismic Applied Wall SW Load X Wall t (in) L (ft) % of E E kips Load % of H H kips Soil Load (kips) (kip) (ft) H 16 68 0.00 0.0 14 0.000 0.0 7 272 0 0 E 12 18 0.630058 109.0 17.5 0.000 0.0 7 68 0 0 F 12 14 0.294798 51.0 17.5 0.000 0.0 7 53 0 0 9 -- --4715 - 0000--- -43:0• -----7 48 - Summation 117% 203.3 0% 0 x= distance iron CL of wall that the roof dead load is applied e= distance the total dead load is from the wall center line (+ = east of CL) Load comb #1 Load comb #2 Shear Wall Design Max Wall # Vu (k) H 0 E 120 F 56 - ) 1.111.20 + 1.0E + 1.6H) 1.11.90 + 1.0E + 1.6H) H = 480 Kips L= 60 ft ( ' 7bars= 1.2 in ^2 \ rebar i Min Max Required '. spacing I Vs actual Pu (k) Mu (ft -k) Vc (kips) Vs (kips) (in) (kips) 272 0 1321 NA ` 8 5875 68 2098 262 -121 ! 8 1555 53 982 204 NA + 8 1210 66 N C /4 (. +2 (,L.,4 r I DES., c,N tc'%letic Result OK OK OK OK As provided 1 C(IC.ir4-(„ Coil/ MO C A 'co kirre -d FcYt 5/11mL co 1 Cpo CS 4 C. 6 Factored Load Comb e #1 (ft) Pu (kips) Mu (ft -k) Vu (k/ft) O 359 0 0 0.00 89 2098 7 0.00 69 982 4 HD HD Tension + Comp + (kips) (kips) -179.5 179.52 72.0 161.12 35.5 104.78 Final Phi Mn As relieved Tension (ft -kips) Result by Pu As regd. 3616 OK 2.3 -1.3 2.5 2274 OK 0.6 1.9 .1.5 1046 OK 0.4 1.1 1674 -- -OK-- 0 4 0.6- A: prz•, +CI• /Pcv eL0 NI I Factored Load Comb HD HD #2 Tension Comp Pu (kips) Mu (ft-k) Vu (k/ft) (kips) (kips) 272 0 0 -136.0 136.00 68 2098 7 82.8 150.32 53 982 4 43.9 96.38 48 833 1 2.0 50.02 DI( 7/3/00 3:19 PM Z w 3 J U: 00 : 'N .v)w CO V.. g d• W. Z 1-0 : Z LU LL 0 Lu Z: h - _ 0t` Z u S T NDERGROUND TO RAGE ANK SABEY CORPORATION RECOMMENDED GUIDELINES TO THE DESIGN, INSTALATION AND MONITORING OF UNDERGROUND STORAGE TANKS * - FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - ,. .. r • CORRECTION LT R# June 1, 2000 L D EAU SBEY CORPORATION CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER z F- w' re 2 6 O 0 CO 0 w = J F- N U W 0 } g J. • 4 d W 1- 0 Z I- o 0 0 F- W W =U W ~O'. 111 z F.. z DESIGN & INSTALLATIuN GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) Where required by Federal, State /Local and/or Landlord, the following narrative outlines Sabey Corporation's requirements for the design and installation of underground storage tanks for low hazard materials. The following narrative represents the minimum standards required for the installation of UST's. All tenant requests for UST's will be reviewed individually and determined to be in compliance with the following guidelines. Sabey Corporation's reserves the right to change its guidelines as necessary to keep in compliance with all Federal, State and Local laws. TABLE OF CONTENTS: PART A - DEFINITIONS Page 2 -6 PART B - DESIGN CONSTRUCTION, INSTALLATION AND NOTIFICATION Page 6 -10 Section 1: Performance standards for new UST systems Page 6 -10 PART C — SUMMARY of REQUIREMENTS FOR UST TANK AND PIPE MONITORING Page 10 -12 Section 1: Monitoring Requirements Page 10 -12 Section 2: Notification Requirements Page 12 PART D — GENERAL OPERATING REQUIREMENTS Page 12 -13 Section 1: Spill and Overfill Control Page 12 -13 PART E — RECOMMENDED UST INSTALLATION METHODS Page 13 -16 Section 1: Supports and Anchors Page 13 -16 PART F — CONCLUSION Page 17 -18 CHARTS and FIGURES: Chart C1.1: "What Do You Have To Do ? ", minimum requirements for; Release Detection Corrosion Protection and Spill/Overfill Prevention. Page 10 Chart C 1.2 "When Do You Have To Act ? ", requirements for; Type of Tank & Piping, Release Detection, Corrosion Protection, Spill/Overfill Prevention amd Financial Responsibilty. Chart C1.3 "What Are Your Financial Responsibility Requirements ? ", requirements for; Who, Compliance Date, Mechanism and What $ Limits. Page 11 Figure E.1 Deadman Anchors Page 15 SABEY CORPORATION - June 1, 2000 Page 11 Figure E.2 Methods of Attachment Page 15 Figure E.3 Volume/Weight Values for Hold -Down Calculations Page 16 RECEIVED CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER Page 1 of 18 DESIGN & INSTALLAI i jN GUIDELINES FOR UNDERGROUN• STORAGE TANKS (UST's) PART A - DEFINITIONS: "Aboveground release" means any release to the surface of the land or to surface water. This includes, but is not limited to, releases from the above - ground portion of an UST system and aboveground releases associated with overfills and transfer operations as the regulated substance moves to or from an UST system. "Ancillary equipment" means any devices including, but not limited to, such devices as piping, fittings, flanges, valves, and pumps used to distribute, meter, or control the flow of regulated substances to and from an UST. Z QQ ~ Z 0 tn o ' ILI = J I- _N O W g "Cathodic protection tester" means a person who can demonstrate an understanding of the principles and Z measurements of all common types of cathodic protection systems as applied to buried or submerged metal piping I— O and tank systems. At a minimum, such persons must have education and experience in soil resistivity, stray current, Z I— ILI structure -to -soil potential, and component electrical isolation measurements of buried metal piping and tank W systems. U 0 O -' . O I— W W H "Compatible" means the ability of two or more substances to maintain their respective physical and chemical O properties upon contact with one another for the desiga life of the tank system under conditions likely to be lii Z encountered in the UST. U O "Connected piping" means all underground piping including valves, elbows, joints, flanges, and flexible Z connectors attached to a tank system through which regulated substances flow. For the purpose of determining how much piping is counected to any individual UST system, the piping that joins two UST systems should be allocated equally between them. "Below ground release" means any release to the subsurface of the land and to ground water. This includes, but is not limited to, releases from the below ground portions of an underground storage tank system and below ground releases associated with overfills and transfer operations as the regulated substance moves to or from an underground storage tank. "Beneath the surface of the ground" means beneath the ground surface or otherwise covered with earthen materials. "Cathodic protection" is a technique to prevent corrosion of a metal surface by making that surface the cathode of an electrochemical cell. For example, a tank system can be cathodically protected through the application of either galvanic anodes or impressed current. "CERCLA" means the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended. "Consumptive use" with respect to heating oil means consumed on the premises. "Corrosion expert" means a person who, by reason of thorough knowledge of the physical sciences and the principles of engineering and mathematics acquired by a professional education and related practical experience, is qualified to engage in the practice of corrosion control on buried or submerged metal piping systems and metal tanks. Such a person must be accredited or certified as being qualified by the National Association of Corrosion Engineers or be a registered professional engineer who has certification or licensing that includes education and experience in corrosion control of buried or submerged metal piping systems and metal tanks. "Dielectric material" means a material that does not conduct direct electrical current. Dielectric coatings are used to electrically isolate UST systems from the surrounding soils. Dielectric bushings are used to electrically isolate portions of the UST system (e.g., tank from piping). "Electrical equipment" means underground equipment that contains dielectric fluid that is necessary for the operation of equipment such as transformers and buried electrical cable. RECEIVED CITY OF TUKWILA SABEY CORPORATION - June 1, 2000 JUL - 7 2000 l��CF ITPANTER , Pa o DESIGN & INSTALLATivN GUIDELINES FOR UNDERGROUND, STORAGE TANKS (UST's) "Excavation zone" means the volume containing the tank system and backfill material bounded by the ground surface, walls, and floor of the pit and trenches into which the UST system is placed at the time of installation. "Existing tank system" means a tank system used to contain an accumulation of regulated substances or for which installation has commenced on or before December 22, 1988. Installation is considered to have commenced if: (a) the owner or operator has obtained all federal, state, and local approvals or permits necessary to begin physical Z construction of the site or installation of the tank system; and if, 1 Z �w (b) (1) either a continuous on -site physical construction or installation program has begun; or, QQ U 5 J (b) (2) the owner or operator has entered into contractual obligations - -which cannot be cancelled or modified U p without substantial loss —for physical construction at the site or installation of the tank system to be completed N W within a reasonable time. J I-- u) u_ "Farm tank" is a tank located on a tract of land devoted to the production of crops or raising auimals, including W 0 fish, and associated residences and improvements. A farm tank must be located on the farm property. "Farm" includes fish hatcheries, rangeland and nurseries with growing operations. u_ Q "Flow through process tank" is a tank that forms an integral part of a production process through which there is a Z W steady, variable, recurring, or intermittent flow of materials during the operation of the process. Flow- through I- Z process tanks do not include tanks used for the storage of materials prior to their introduction into the production Z I.- process or for the storage of finished products or by- products from the production process. . Z Off W W "Free product" refers to a regulated substance that is present as a nonaqueous phase liquid (e.g., liquid not m O dissolved in water.) p N .\ 0 I- "Gathering lines" means any pipeline, equipment, facility, or building used in the = W transportation of oil or gas during oil or gas production or gathering operations. I- u- "Hazardous substance UST system" means an underground storage tank system that contains a hazardous u Z substance defined in § 101(14) of the Comprehensive Environmental Response, Compensation and Liability Act of U = 1980 (but not including any substance regulated as a hazardous waste under subtitle C) or any mixture of such ~ O H substances and petroleum, and which is not a petroleum UST system. Z "Heating oil" means petroleum that is No. 1, No. 2, No. 4— light, No. 4— heavy, No. 5-- light, No. 5 -- heavy, and No. 6 technical grades of fuel oil; other residual fuel oils (including Navy Special Fuel Oil and Bunker C); and other fuels when used as substitutes for one of these fuel oils. Heating oil is typically used in the operation of heating equipment, boilers, or furnaces. "Hydraulic lift tank" means a tank holding hydraulic fluid for a closed -loop mechanical system uses compressed air or hydraulic fluid to operate lifts, elevators, and other similar devices. "Implementing agency" means EPA, or, in the case of a state with a program approved under § 9004 (or pursuant to a memorandum of agreement with EPA), the designated state or local agency responsible for carrying out an approved UST program. "Liquid trap" means sumps, well cellars, and other traps used in association with oil and gas production, gathering. and exiraction operations (including gas production plants), for the purpose of collecting oil, water, and other liquids. These liquid traps may temporarily collect liquids for subsequent disposition or reinjection into a production or pipeline stream, or may collect and separate liquids from a gas stream. "Maintenance" means the normal operational upkeep to prevent an underground storage tank system from releasing product. SABEY CORPORATION - June 1, 2000 RECEIVED CITY OF TuKWILA 1 U I - 7 2000 Pee X WRYER DESIGN & INSTALLATION GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) "Motor 1tor fuel" means petroleum or a petroleum -based substance that is motor gasoline, aviation gasoline, No. 1 or No. 2 diesel fuel, or any grade of gasohol, and is typically used in the operation of a motor engine. "New tank system" means a tank system that will be used to contain an accumulation of regulated substances and for which installation has commenced after December 22, 1938. (See also "Existing Tank System. ") "Non Commercial purposes" with respect to motor fuel means not for resale. "On the premises where stored" with respect to heating oil means UST systems located on the same property where the stored heating oil is used. "Operational life" refers to the period beginning when installation of the tank system has commenced until the time the tank system is properly closed under Subpart G. "Operator" means any person in control of, or having responsibility for, the daily operation of the UST system. "Overfill release" is a release that occurs when a tank is filled beyond its capacity, resulting in a discharge of the regulated substance to the environment. "Owner" means: (a) in the case of an UST system in use on November 8, 1984, or brought into use after that date, any person who owns an UST system used for storage, use, or dispensing of regulated substances; and (b) in the case of any UST system in use before November 8, 1984, but no longer in use on that date, any person who owned such UST immediately before the discontinuation of its use. "Person" means an individual, trust, firm, joint stock company, federal agency, corporation, state, municipality, commission, political subdivision of a state, or any interstate body. "Person" also includes a consortium, a joint venture, a commercial entity, and the United States Government. "Petroleum UST system" means an underground storage tank system that contains petroleum or a mixture of petroleum with de minimis quantities of other regulated substances. Such systems include those containing motor fuels, jet fuels, distillate fuel oils, residual fuel oils, lubricants, petroleum solvents, and used oils. "Pipe" or "Piping" means a hollow cylinder or tubular conduit that is constructed of non - earthen materials. "Pipeline facilities (including gathering lines)" are new and existing pipe rights -of -way and any associated equipment, facilities, or buildings. "Regulated substance" means: (a) any substance defined in § 10 1(14) of the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980 (but not including any substance regulated as a hazardous waste under subtitle C), and (b) petroleum, including crude oil or any fraction thereof that is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute). The term "regulated substance" includes but is not limited to petroleum and petroleum -based substances comprised of a complex blend of hydrocarbons derived from crude oil through processes of separation, conversion, upgrading. and finishing, such as motor fuels, jet fuels, distillate fuel oils, residual fuel oils, lubricants, petroleum solvents, and used oils. "Release" means any spilling, leaking, emitting. discharging. escaping, leaching or disposing from an UST into ground water, surface water or subsurface soils. "Release detection" means determining whether a release of a regulated substance has occurred from the UST system into the environment or into the interstitial space between the UST system and its secondary barrier or secondary containment around it. "Repair" means to restore a tank or UST system component that has caused a release of productofrieg.UKWI system. SABEY CORPORATION - June 1, 2000 JUL - 7 2000 pal3tit& GENTER Z W re JU 0 w to �. J H N u_ WO w = w � _ Z � F— O Z F— W U � O N 31.- w w H u O .. W U= 0 z DESIGN & INSTALLATILA GUIDELINES FOR UNDERGROUNIJ STORAGE TANKS (UST's) "Residential tank" is a tank located on property used primarily for dwelling purposes. "SARA" means the Superfund Amendments and Reauthorization Act of 1986. "Septic tank" is a water -tight covered receptacle designed to receive or process, through liquid separation or biological digestion, the sewage discharged from a building sewer. The effluent from such receptacle is distributed for disposal through the soil and settled solids and scum from the tank are pumped out periodically and hauled to a treatment facility. "Storm -water or wastewater collection system" means piping. pumps, conduits, and any other equipment necessary to collect and transport the flow of surface water run -off resulting from precipitation. or domestic, commercial, or industrial wastewater to and from retention areas or any areas where treatment is designated to occur. The collection of storm water and wastewater does not include treatment except where incidental to conveyance. "Surface impoundment" is a natural topographic depression, man -made excavation, or diked area formed primarily of earthen materials (although it may be lined with man -made materials) that is not an injection well. "Tank" is a stationary device designed to contain an accumulation of regulated substances and constructed of non- earthen materials (e.g., concrete, steel, plastic) that provide structural support. "Underground area" means an underground room, such as a basement, cellar, shaft or vault, providing enough space for physical inspection of the exterior of the tank situated on or above the surface of the floor. "Underground release" means any below ground release. "Underground storage tank" or "UST" means any one or combination of tanks (including underground pipes connected thereto) that is used to contain an accumulation of regulated substances, and the volume of which (including the volume of underground pipes connected thereto) is 10 percent or more beneath the surface of the ground. This term does not include any: (a) Farm or residential tank of 1,100 gallons or less capacity used for storing motor fuel for noncommercial purposes; (b) Tank used for storing heating oil for consumptive use on the premises where stored; (c) Septic tank; (d) Pipeline facility (including gathering lines) regulated under: (1) The Natural Gas Pipeline Safety Act of 1963 (49 U.S.C. App. 1671, et seq.), or (2) The Hazardous Liquid Pipeline Safety Act of 1979 (49 U.S.C. App. 2001, et seq.), or (3) Which is an intrastate pipeline facility regulated under state laws comparable to the provisions of the law referred to in paragraph (d) (1) or (d) (2) of this definition; (e) Surface impoundment, pit, pond, or lagoon; (f) Storm -water or wastewater collection system; (g) Flow - through process tank; (h) Liquid trap or associated gathering lines directly related to oil or gas production and gathering operations; or RECEIVED CITY OF TUKWILA JUL — 7 2000 P0faigwg iare I SABEY CORPORATION - June 1, 2000 Q Z ~ ce W . 6 UO 0 W =. -JI— M W QQ u. to a . = W N = Z F. 0 Z uJ W O N , 0 H W U.I 2 F-� . - Z U) I— O Z DESIGN & INSTALLATIOA GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) (i) Storage tank situated in an underground area (such as a basement, cellar, mineworking, drift, shaft, or tunnel) if the storage tank is situated upon or above the surface of the floor. The term "underground storage tank" or "UST" does not include any pipes connected to any tank which is described in paragraphs (a) through (i) of this definition. "Upgrade" means the addition or retrofit of some systems such as cathodic protection, lining, or spill and overfill Z controls to improve the ability of an underground storage tank system to prevent the release of product. 1 I= ~ w "UST system" or "Tank system" means an underground storage tank, connected Q 6 D underground piping. underground ancillary equipment. and containment system. if any. J 0 CO 0 "Wastewater treatment tank" means a tank that is designed to receive and treat an influent wastewater through Cl) w. physical, chemical or biological methods. J H (0 w PART B - DESIGN, CONSTRUCTION, INSTALLATION AND NOTIFICATION Ui 0 Section 1: Performance standards for new UST systems. u- Q Eli 0 A. In order to prevent releases due to structural failure, corrosion, or spills and overfills for as long as the UST Z A. system is used to store regulated substances, all owners and operators of new UST systems must meet the Z I following requirements. F— O Z t- 1. Tanks: Each tank must be properly designed and constructed, and any portion underground that routinely .W contains product must be protected from corrosion, in accordance with a code of practice developed by a 0 0 nationally recognized association or independent testing laboratory as specified below: 0 0 _ ,0 H a) The tank is constructed of fiberglass- reinforced plastic; or w w i- U '. /Note: The following industry codes may be used to comply with paragraph (a) (I) of this section: t!- H Underwriters Laboratories Standard 1316, "Standard for Glass- Fiber - Reinforced Plastic Underground 11 Z Storage Tanks for Petroleum Products"; Underwriter's Laboratories of Canada CAN4 -S6 15 -M83. U "Standard for Reinforced Plastic Underground Tanks for Petroleum Products "; or American Society of t I_.. Testing and Materials Standard D402 1 -86, "Standard Specification for Glass - Fiber - Reinforced Polyester Z Underground Petroleum Storage Tanks. '/ b) The tank is constructed of steel and cathodically protected in the following manner: i) The tank is coated with a suitable dielectric material: ii) Field - installed cathodic protection systems are designed by a corrosion expert: iii) Impressed current systems are designed to allow determination of current operating status as required in 280.31 (c); and iv) Cathodic protection systems are operated and maintained in accordance with 280.31 or according to guidelines established by the implementing agency; or [Note: The following codes and standards may be used to comply with paragraph (a) (2) of this section: (A) Steel Tank Institute "Specification for STI -P3 System of External Corrosion Protection of Underground Steel Storage Tanks": (B) Underwriters Laboratories Standard 1746, "Corrosion Protection Systems fQr d Storage Tanks"; G OF I<w SABEY CORPORATION - June 1, 2000 JUL - 7 1000 PEROWei4its laakiziagdajidie DESIGN & INSTALLATKVn$ GUIDELINES FOR UNDERGROUNL, STORAGE TANKS (UST's) (C) Underwriters Laboratories of Canada CAN4-S603-M85, "Standard for Steel Underground Tanks for Flammable and Combustible Liquids," and CAN4 -G03. 1 -485, "Standard for Galvanic Corrosion Protection Systems for Underground Tanks for Flammable and Combustible Liquids," and CAN4 -S63 1 -M84, "Isolating Bushings for Steel Underground Tanks Protected with Coatings and Galvanic Systems"; or Z (D) National Association of Corrosion Engineers Standard RP- 02-85, "Control of External Corrosion 1 on Metallic Buried, Partially Buried, or Submerged Liquid Storage Systems," and Underwriters W Laboratories Standard 58, "Standard for Steel Underground Tanks for Flammable and 6 m Combustible Liquids. ' J O 0 (E) The tank is constructed of a steel - fiberglass- reinforced - plastic composite; or W = [Note: The following industry codes may be used to comply with paragraph (a) (3) of this section: N ui Underwriters Laboratories Standard 1746, "Corrosion Protection Systems for Underground Storage W 0 Tanks, " or the Association for Composite Tanks ACT -100, "Specification for the Fabrication of FRP 2 QQ Clad Underground Storage Tanks. ' J LL Q N D c) The tank is constructed of metal without additional corrosion protection measures provided that: = W H i) The tank is installed at a site that is determined by a corrosion expert not to be corrosive enough to Z t`-. cause it to have a release due to corrosion during its operating life; and . Z 0 0. WW ii) Owners and operators maintain records that demonstrate compliance with the requirements of D p paragraph (a) (4) (i) of this section for the remaining life of the tank; or U s 0 I- d) The tank construction and corrosion protection are determined by the implementing agency to be W w designed to prevent the release or threatened release of any stored regulated substance in a manner that I = - U is no less protective of human health and the environment than paragraphs (a) (1) through (4) of this ~ O section. 1 11 Z U T. 2. Piping. The piping that routinely contains regulated substances and is in contact with the ground must be i. properly designed, constructed, and protected from corrosion in accordance with a code of practice developed Z by a nationally recognized association or independent testing laboratory as specified below: a) The piping is constructed of fiberglass- reinforced plastic; or [Note: The following codes and standards may be used to comply with paragraph (b) (I) of this section: (A) Underwriters Laboratories Subject 971, "UL Listed Non -Metal Pipe "; (B) Underwriters Laboratories Standard 567. "Pipe Connectors for Flammable and Combustible and LP Gas "; (C) Underwriters Laboratories of Canada Guide ULC -I07, "Glass Fiber Reinforced Plastic Pipe and Fittings for Flammable Liquids "; and (D) Underwriters Laboratories of Canada Standard CAN 4- S633 -M8 1, "Flexible Underground Hose Connectors. J b) The piping is constructed of steel and cathodically protected in the following manner: i) The piping is coated with a suitable dielectric material; ii) Field- installed cathodic protection systems are designed by a corrosion expert; SABEY CORPORATION - June 1, 2000 CIT OF TUKWILA JUL - 7 2000 NiRMAfttINT �. DESIGN & INSTALLATIvN GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) iii) Impressed current systems are designed to allow determination of current operating status as required in 280.31 (c); and iv) Cathodic protection systems are operated and maintained in accordance with 280.31 or guidelines established by the implementing agency: or (Note: The following codes and standards may be used to comply with paragraph (b) (iv) of this section: Z (A) National Fire Protection Association Standard 30, "Flammable and Combustible Liquids Code"; • W (B) American Petroleum Institute Publication 161.1, "Installation of Underground Petroleum Storage -' 0 Systems"; N 0 co 11,1 (C) American Petroleum Institute Publication 1632, "Cathodic Protection of Underground Petroleum -I H Storage Tanks and Piping Systems "; and W W 0 . (D) National Association of Corrosion Engineers Standard RP- 01 -69, "Control of External Corrosion 2 on Submerged Metallic Piping Systems. '7 u.. Q u) 0 c) The piping is constructed of metal without additional corrosion protection measures provided that: H W i) The piping is installed at a site that is determined by a corrosion expert to not be corrosive enough to Z ~ cause it to have a release due to corrosion during its operating life: and W O ii) Owners and operators maintain records that demonstrate compliance with the requirements of D 0 . paragraph (b) (3) (i) of this section for the remaining life of the piping; or 0 N: 0 l — . ('Note: National Fire Protection Association Standard 30, "Flanunable and Combustible Liquids = W • Code "; and National Association of Corrosion Engineers Standard RP- 01 -69, "Control of External I— U Corrosion on Submerged Metallic Piping Systems," may be used to comply with paragraph (b) (3) of LL Z this section.] iii U = d) The piping construction and corrosion protection are determined by the implementing agency to be 0 /— designed to prevent the release or threatened release of any stored regnlated substance in a manner that is Z no less protective of human health and the environment than the requirements in paragraphs (b) (1) through (3) of this section. 3. Spill and overfill prevention equipment. a) Except as provided in paragraph (c) (2) of this section, to prevent spilling and overfilling associated with product transfer to the UST system. owners and operators must use the following spill and overfill prevention equipment: i) Spill prevention equipment that will prevent release of product to the environment when the transfer hose is detached from the fill pipe (for example, a spill catchment basin); and ii) Overfill prevention equipment that will: (A) Automatically shut off flow into the tank when the tank is no more than 95 percent full; or (B) Alert the transfer operator when the tank is no more than 90 percent full by restricting the flow into the tank or triggering a high -level alarm; or (C) Restrict flow 30 minutes prior to overfilling alert the operator with a high level alarm oneRg(pinfvED before overfilling, or automatically shut off flow into the tank so that none of the fittg`Yls QfiifRlKWILA on top of the tank are exposed to product due to overfilling. SABEY CORPORATION - June 1, 2000 , JUL - 7 2000 PERMIT CENTER Page 8o 1 DESIGN & INSTALLATION GUIDELINES FOR UNDERGROUN. STORAGE TANKS (UST's) b) Owners and operators are not required to use the spill and overfill prevention equipment specified in paragraph (c) (1) of this section if: i) Alternative equipment is used that is determined by the implementing agency to be no less protective of human health and the environment than the equipment specified in paragraph (c) (1) (i) or (ii) of this section; or ii) The UST system is filled by transfers of no more than 25 gallons at one time. 4. Installation. All tanks and piping must be properly installed in accordance with a code of practice developed by a nationally recognized association or independent testing laboratory and in accordance with the manufacturer's instructions. [Note: Tank and piping system installation practices and procedures described in the following codes may be used to comply with the requirements of paragraph (d) of this section: (A) American Petroleum Institute Publication 1615, "Installation of Underground Petroleum Storage System"; or (B) Petroleum Equipment Institute Publication RP100, "Recommended Practices for Installation of Underground Liquid Storage Systems "; or (C) American National Standards Institute Standard B3 1.3, "Petroleum Refinery Piping." and American National Standards Institute Standard B3 1.4 "Liquid Petroleum Transportation Piping System. '7 5. Certification of installation. All owners and operators must ensure that one or more of the following methods of certification, testing. or inspection is used to demonstrate compliance with paragraph (d) of this section by providing a certification of compliance on the UST notification form in accordance with § 280.22. a) The installer has been certified by the tank and piping manufacturers; or b) The installer has been certified or licensed by the implementing agency; or c) The installation has been inspected and certified by a registered professional engineer with education and experience in UST system installation; or d) The installation has been inspected and approved by the implementing agency: or e) All work listed in the manufacturer's installation checklists has been completed; or f) The owner and operator have complied with another method for ensuring compliance with paragraph (d) of this section that is determined by the implementing agency to be no less protective of human health and the environment. SABEY CORPORATION - June 1, 2000 PERMIT CENTEE- Page 9 of 18 RECEIVED CITY OF TUKWILA 'JUL - 7 2000 Z �QQ W J V 00 co o = W J t— WO Q , fn Z Cy ; I— _ Z F. I— O '. Z t-- p U O _.. w U tL5 —O w U - OF Z . .. .. _ .... � �-...... '= -.: jt^ �'�:� RELEASE DETECTION �.. -� ..-. , �r� ,�= HT .. -s: New Tanks 2 Choices • Monthly Monitoring' • Daily Inventory Control and Tank Tightness Testing Every 5 Years (You can only use this choice for 10 years after installation.)' Existing Tanks 3 Choices • Monthly Monitoring' • Daily Inventory Control and Annual Tank Tightness Testing (This choice can only be used until December 1998) • Daily Inventory Control and Tank Tightness Testing Every 5 Years (This choice for 10 years after adding corrosion protection and spill /overfill prevention or until December 1988, whichever is later.) 2 New & Existing • Automatic Flow Restrictor • Annual Line Testing Pressurized Piping • Automatic Shutoff Device and • Monthly Monitoring 1.3 Must have one frome each • Continuous Alarm System . , set New & Existing Suction Piping 3 Choices • Monthly Monitoring • Line Testing Every 3 Years • No requirements if piping meets certain conditions a ;17:..:•�•�.:�:... — `__.. rr•�r*- ` i.....ikiMP4 _.=CORROSION 3K:,,.._ ._ New Tanks 3 Choices • Coated and Cathodically Protect Steel • Fiberglass • Steel Tank Clad with Fiberglass (Composite) Existing Tanks 4 Choices • Same Options as for New Tanks • Add Cathodic Protection System • Interior Lining • Interior Lining and Cathodic Protection New Piping 2 Choices • Coated and Cathodically Protect Steel • Fiberglass Existing Piping 2 Choices • Same Options as for New Piping • Cathodically Protected Steel :r at' :"?x ;:°: .. t,-. .z i` ltv:SPIL'L/ OVERFILL: PREVENTION r ' .'T"_. '' z »? =`k. :44 All Tanks • Catchment Basin • Automatic Shutoff Device or and • Overfill Alarm or • Ball Float Valve DESIGN & INSTALLATIt,,,4 GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) PART C SUMMARY of REQUIREMENTS FOR UST TANK AND PIPE MONITORING Section 1: Monitoring Requirements: Charts B1.0 - through B1.0 -3 below outline the requirements for UST and associated piping release detection monitoring per Washington State Department of Ecology (DOE), April 1999. Chart BI.0 -1 'Monthly monitoring methods for tanks include Automatic Tank Gauging, Vapor Monitoring, Interstitial Monitoring, Groundwater Monitoring, and other approved methods. 'Tanks under 2000 gallons may also be able to use weekly tank gauging (see WAG 173 - 360 -345). 'Monthly monitoring methods for piping do not include Automatic Tank Gauging. 'Only on check valve which is located directly below the dispenser and piping is sloped towards the tanks. SABEY CORPORATION - June 1, 2000 What Do You Have To Do? Minimum Requirements "New" tanks and piping are those installed after December 22, 1988. "Existing" tanks and piping are those installed before December 22, 1988. RECEIVED CITY OF TUKWILA J U L ° 7 2000 PERMIT CENTER Page 10 of 18 ? � Petroleum Marketing Firms with more than 1,000tanks July 24, 1989 • Pollution Liability or Risk Retention Coverage • Self-Insurance • Guarantee • Surety Bond • Letter of Credit • Combination of Methods • Bond Rating Test • Government Guarantee • Maintenance of a Local Fund Balance, or • Any of the Above Mechanisms ' • Self-insured 101 or more petroleum tanks, $2 million dollars unda�munddn�gutonka $2 million aggregate. " 1- 100 petroleum underground storage tanks, $1 million total aggragate Petroleum Marketing Non-Marketers Tangible net worth more than $20 million. July 24.1QOQ Petroleum Marketing Firms 100— 199 Tanks Oct 26, 1990 Petroleum Marketing Firms 13 — 99 Tanks Apr 26, 1991 Petroleum Marketing Firms 1-12Tanks Dec 31, 1993 Petroleum Marketing Non-Marketers Tangible net worth less than $20 million Dec 31, 1993 Local Governments Feb 18, 1994 State or Federal Government Does not apply Does not apply DESIGN & INSTALLATIuN GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) Chart 131.C-2 When Do You Have To Act? Chart B1.C-2 What Are Your Financial Responsibility Requirements? ° Dead|ines for release detection on emergency power generator tanks are extended two years beyond this schedule (tanks mime) |o18OO'1g88 must have release detection by December 1995). CITY OF TUKWILA = ^ FocinUeoo,anagamoethan1VthouoondQa||vnxxnonth;uaoedononnua|mmugxput.mood$1mmionporoccunenca^$ 2 mN o � mu aggregated; all others $500,000/per occurrence, $1 million aggregate. JK�L �°"" PERMIT OENTER SABEY CORPORATION - June 1, 2000 Page 11 of 18 re L I to w U) �� uj 0 w z � (3 I— ILI in � D . _ tar i L 0 Z �� New Tanks And Piping At|nso|laUon At Installation At Installation At Installation Existing Tanks Installed: • Before 1965 or unknown • 1965 — 1969 • 1970 -1974 • 1975-1979 • 1980 —Dec1988 By No Later Than: December 1989 December 1990 December 1991 December 1992 December 1993 J December 1998 | � December 1998 | . Phase in Schedule (see chart B1.C'3 below) Existing Piping Pressurized Piping Suction Piping December 1990 If required, same as existing tanks. December 1998 December 1998 Does not apply Does not apply DESIGN & INSTALLATIuN GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) Chart 131.C-2 When Do You Have To Act? Chart B1.C-2 What Are Your Financial Responsibility Requirements? ° Dead|ines for release detection on emergency power generator tanks are extended two years beyond this schedule (tanks mime) |o18OO'1g88 must have release detection by December 1995). CITY OF TUKWILA = ^ FocinUeoo,anagamoethan1VthouoondQa||vnxxnonth;uaoedononnua|mmugxput.mood$1mmionporoccunenca^$ 2 mN o � mu aggregated; all others $500,000/per occurrence, $1 million aggregate. JK�L �°"" PERMIT OENTER SABEY CORPORATION - June 1, 2000 Page 11 of 18 re L I to w U) �� uj 0 w z � (3 I— ILI in � D . _ tar i L 0 Z �� DESIGN & INSTALLATItA GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's) Section 2: Notification requirements. A. Any owner who brings an underground storage tank system into use after May 8, 1986, must within 30 days of bringing such tank into use, submit, in the form prescribed in Appendix I of this Part, a notice of existence of such tank system to the state or local agency or department designated in Appendix II of this Part to receive such notice. [Note: Owners and operators of UST systems that were in the ground on or after May 8, 1986, unless taken out of operation on or before January 1, 1974, were required to notify the designated state or local agency in accordance with the Hazardous and Solid Waste Amendments of 1984, Public Law 98 -616, on a form published by EPA on November 8, 1985 (50 FR 46602) unless notice was given pursuant to § 103 (c) of CERCLA. Owners and operators who have not complied with the notification requirements may use portions I through VI of the notification form contained in Appendix 1 of this Part.] B. In states where state law, regulations, or procedures require owners to use forms that differ from those set forth in Appendix I of this Part to fulfill the requirements of this section, the state forms may be submitted in lieu of the forms set forth in Appendix I of this Part. If a state requires that its form be used in lieu of the form presented in this regulation, such form must meet the requirements of § 9002. C. Owners required to submit notices under paragraph (a) of this section must provide notices to the appropriate agencies or departments identified in Appendix II of this Part for each tank they own. Owners may provide notice for several tanks using one notification form, but owners who own tanks located at more than one place of operation must file a separate notification form for each separate place of operation. D. Notices required to be submitted under paragraph (a) of this section must provide all of the information in Sections I through VI of the prescribed form (or appropriate state form) for each tank for which notice must be given. Notices for tanks installed after December 22, 1988 must also provide all of the information in Section VII of the prescribed form (or appropriate state form) for each tank for which notice must be given. E. All owners and operators of new UST systems must certify in the notification form compliance with the following requirements: 1. Installation of tanks and piping under § 280.20 (e); 2. Cathodic protection of steel tanks and piping under § 280.20 (a) and (b); 3. Financial responsibility under Subpart H of this Part; and 4. Release detection under §§ 280.41 and 280.42. F. All owners and operators of must ensure that the installer certifies in the notification form that the methods used to install the tanks and piping complies with the requirements in § 280.20 (d). G. Beginning October 24, 1988, any person who sells a tank intended to be used as an underground storage tank must notify the purchaser of such tank of the owner's notification obligations under paragraph (a) of this section. The form provided in Appendix III of this part may be used to comply with requirement. PART D - GENERAL OPERATING REQUIREMENTS. Section 1: Spill and overfill control. A. Owners and operators must ensure that releases due to spilling or overfilling do operator must ensure that the volume available in the tank is greater than the SABEY CORPORATION - June 1, 2000 Z W re UO to W = J i W u-Q to _ ° . 1- W Z = H H O Z uj p . O - CI I— W W I U LL. U1 Z — I O ~ ' Z DESIGN & INSTALLATION GUIDELINES FOR UNDERGROUNL, STORAGE TANKS (UST's) transferred to the tank before the transfer is made and that the transfer operation is monitored constantly to prevent overfilling and spilling. B. The owner and operator must report, investigate and clean up any spills and overfills in accordance with Section 280.53 of the United States Environmental Protection Agency, Rule -40 CFR Part 280, "Technical Standards and Corrective Action Requirements For Owners and Operators of Underground Storage Tanks (UST)" PART E — RECOMMENDED UST INSTALLATION METHODS. The following UST installation practices is based on data developed by the Petroleum Equipment Institute (PEI). Section 1: Supports And Anchorage. A. Where installations are located in areas subject to high water tables or flooding, provision should be made to prevent tanks, either full or empty, from floating — during arise in water level —up to the established maximum flood stage. Tank vents and other openings that are not liquid -tight should be extended above the maximum flood -stage water level until piping is complete. 1. The primary method of restraint in areas subject to flooding is by an increase in the burial depth. Normal backfill and paving on top of the tank will provide adequate restraint if the burial depth is at least 60 percent of the tank diameter. For purposes of calculating burial depth, each inch of reinforced concrete above the tank can be considered equal to 2 inches of compacted backfill. 2. The calculation of tank buoyancy should be based on worst -case conditions, that is, water level at finished grade and the tank empty. Refer to Appendix A for an example calculation. 3. The diameter and capacity of the tank are the most significant factors that determine the buoyancy of a tank. Manway openings and tank top containment sumps can also contribute to tank buoyancy forces. The weight of backfill material and paving over the tank is the most significant factor offsetting tank buoyancy. Other factors offsetting buoyancy include the weight of the empty tank and attached equipment, and friction between the tank and backfill. 4. Generally, requirements for anchorage are determined by the conditions associated with each installation. 5. If soil conditions and the depth of the water table are unknown at the time of installation, consider the possibility that anchoring may be required and make contingency plans. Such plans should include having pumps, hoses, straps, cables, and other anchoring materials available. 6. In areas with impervious soil, flotation might result from the infiltration of surface water, creating the so- called "bathtub effect." B. Excavating Requirements. If a hold -down pad is used under the tank, the excavation should be deep enough to maintain the required burial depth for the tank. If deadmen anchors are used, the tank excavation should be large enough to permit placement of the deadmen outside the tank diameter. C. Wet Hole Conditions. The water level in the excavation should be reduced to the lowest practical level during construction. If water ballast is used to sink a tank in a wet hole, the level of ballast in the tank should not exceed the level of water in the hole. While adding ballast, use lifting equipment only to keep the tank in position; the tank should be free to roll slightly. Lifting cables should be carefully tended to minimize the possibility of damage to the tank. Cradles, beams, or timbers should not be used in the excavation. D. Types of Anchorage. All methods of anchoring tanks use the weight of the backfill and paving on top of the tank to offset buoyancy forces. However, for unstable soils, bedrock, or extreme high groundwater conditions, a burial depth sufficient to offset buoyancy forces may not be feasible. In these instances, one of the following supplemental methods of restraint may be used. C RECEIVED 1. Slab at Grade. Buoyancy can be offset by adding weight on top of the tank by increasing the AIKWll.Aj the concrete pad over the tank. The additional weight is limited to the weight differential /green .the submerged weight of concrete and gravel. i 2000 PERMIT CENTER SABEY CORPORATION - June 1, 2000 Page 13 of 18 Z I I- I- W r 6 U0 CO 0 W = H Q LA- W O �a D. d . I— al Z � I— O Z F- W U D 0 2 O uJ H -- - O W Z U F- H O Z DESIGN & INSTALLATION GUIDELINES FOR UNDERGROUNLJ STORAGE TANKS (UST's) 2. Deadmen Anchors. Deadmen are beams of rein -. forced concrete, placed alongside tanks in the bottom of the excavation with cables and/or straps attached. To be effective, deadmen anchors must be placed outside of the tank diameter (see Figure I8). Deadmen anchors are convenient to use and reduce the amount of work required to be done in the excavation. 3. Bottom Hold -down Pad. A bottom hold -down pad usually consists of 8 inches of reinforced concrete that extends at least 18 inches beyond the tank sides and 1 foot beyond each end. This provides a firm Z foundation and offsets buoyancy by increasing the amount of backfill bearing down on the tank. The thickness of the pad, the amount of concrete reinforcement, and the number and size of anchor points must be calculated for each installation. Q J 0 4. Mid- anchoring. This is another method of restraint which should be used only with the written permission 0 w of the tank manufacturer. (.0 J H E. Straps. Straps for steel tanks should be either nonmetallic or flat steel and should include a means of tightening N u. using threaded connections or turnbuckles. The use of wire ropes or round bar is not acceptable. Tank straps are w usually furnished by the tank manufacturer and should be installed according to the manufacturer's instructions. J F. Electrical Isolation. Straps for steel and composite tanks should be electrically isolated from the tank surface to ensure the proper operation of corrosion protection systems. Straps may be nonmetallic, fully encapsulated, or Z C� isolated with material placed between the strap and tank. Isolating material should be at least 1 /8.mch thick, wider I— _ than the strap, and should extend 1 foot below the widest part of the tank. Isolating materials must be ? nonconductive, compatible with the materials stored, and suitable for use underground. If available, use Z O- materials provided by the manufacturer. Ill ui D0 WARNING: Roofing felt and expansion joint material may conduct electricity and are not acceptable as 0 to isolating material. 0 I— Ill w G. Methods of Attachment. Secure tank straps to anchor points with threaded connections or cables and clamps. I-. H Straps should fit snugly before backfilling. Take care to prevent damage from over tightening. Ensure that the 11 o straps and tank surface are free of debris or burrs which might damage the isolating material or tank coating. u. Z Distribute isolating material evenly and test to ensure that components are electrically isolated after installation. 0 co Hardware, as recommended by the tank manufacturer, should be coated with dielectric material. 1- �; Z SABEY CORPORATION - June 1, 2000 RECEIVED CITY OF TUKWII.A J UL - 7 2000 I'EF1MIT CENTER Page 14 of 18 DESIGN & INSTALLATItald GUIDELINES FOR UNDERGROUNu STORAGE TANKS (UST's1 PEI Recommended Practices 100.97 SABEY CORPORATION - June 1, 2000 Place deadmen outside of the tank diameter PEI Recommended Practices 100 -97 Figure E.1. Deadmen anchors. The weight of backfill on the deadmen anchors provides additional resistance to buoyancy forces acting on the tank Figure E.2. Methods of attachment. Tank anchor straps should be firmly secured to anchor points with threaded connections or wire cable and clamps. Straps should fit snugly before backfilling, but over - tightening can damage the tank shell or coating. Coat exposed metallic hardware with dielectric material to retard corrosion. Extruded anchoring devices should be secured through reinforcing in the deadmen RECEIVED CITY OF TUKWILA JUL -- 7 2000 PERMIT CENTEF Page 15 of 18 z _ 1- t- Z c4 6 U 00 to O CO J H u_ W O 2 g _ (31 W Z = l— O Z H LLI 0 to 0— t] f- W W 1- - -- u'O .. Z 13.3 Z DESIGN & INSTALLAT JN GUIDELINES FOR UNDERGROUN— STORAGE TANKS (UST's) Figure E.3. Volume /weight values for hold -down calculations The weight of overburden (shaded area) provides a great deal of the force available to offset buoyancy. Note. This figure illustrates a single tar % Installation PEI Recommended Practices 100 - 97 D = tank diameter L = Tank Length = thickness of reinforced concrete d = depth of burial to bottom of reinforced concrete PEI Recommended Practices 100 -97 SABEY CORPORATION - June 1, 2000 RECEIVED CITY OF TUKWILA. JUL 7 000 PERMIT CENT Page 16 of 16 DESIGN & INSTALLATIvN GUIDELINES FOR UNDERGROUND STORAGE TANKS (UST's) PART F — FUEL OIL SYSTEM DESIGN ANALYSIS SUMMARY Fuel Oil Storage Tank (UST) In an effort to minimize any possibility of a storage tank leak to surrounding grounds, there exists several methods of tank spill enclosure protection. This tertiary level of containment can be designed into a fuel oil system in a variety of ways. Z I- All of the approved systems below provide three distinct levels of containment However, the installation, associated rG Ili costs, and safety of the containment systems vanes drastically. 6 m ...I C.) Considered Tank Installation Options: 0 0 • 0 CO W 1) Double contained fiberglass /steel tank with an Internally lined Inner tank i- u) 1_ Alternately, a UST retrofit technique commonly used to upgrade existing tanks can be applied to new double walled U 0 UST's to provide a third level of containment. Certain existing UST's intended for use after 1999 are required to be ?- fitted with an internal liner or bladder, which meets various containment specifications. An application of this type -r of bladder into a new double walled UST can provide a third level of containment security N _° 2) Double contained fiberglass /steel tank Installed within an underground concrete vault 1-- H This type of UST's system utilized gravel to fill the interstitial area between a fiberglass tank and the vault or was Z g designed to include an integral anchoring system between a steel UST and the reinforced vault walls. Despite the W uj vault type of UST installation (filled or voided interstitial space), this type of a "triple" containment system requires D 0 a permanently operational pump and oil/water separation system (additional underground tank) to remove any U to oil/water mix which could collect in the vault. Further installation of a liner or bladder within the vault would 0 (— eliminate the ability for periodic vault wall and/or floor inspection. W U (— This method has inherent risks during a seismic event. The tank has the potential to break loose from its anchoring u- 17 6 system and rupturing itself against the side walls of the concrete vault. Ili Z U2 3) Double contained fiberglass /steel tank buried with concrete hold -down pad ~ O 1-- Z This type of UST system is one of the more commonly used installations where tank uplift is a special concern. The concrete pad, typically 8" thick, extends beyond the tank sides at least 18" and 12" beyond the ends. This provides a firm foundation and offsets buoyancy by increasing the amount of backfill bearing down on the tank. This method has limited risk during a seismic event. If not properly backfilled, there is the potential for a collision between the tank wall and the concrete hold -down pad. The risk can be reduced when careful placement and quantity of fill is properly achieved. 4) Double contained fiberglass /steel tank buried with concrete dead - man anchors This type of UST system is the most commonly installed in the Pacific Northwest. It is used in lieu of the hold - down pad system when uplift is not a high concern. The system is very similar to the hold -down pad system in that the tank sits submerged in the ground. Rather than resting on a concrete pad, the tank sits directly on the compacted soil. Along either side of the tank, running parallel, is a concrete footing (dead man) which intregal anchor straps. Like the concrete hold -down pad system, this too has uses a slab on grade above the tank to help offset buoyancy. This system, offers the best defense to UST's during a seismic event. With only the backfill surrounding the tank, there is virtually nothing that could cause the tank to rupture. Fuel Oil Piping SABEY CORPORATION - June 1, 2000 • VIIIMO?. biit! M' +B A0TFA ti .W RIPArin A lave nlest r. = .,Kn.,, - s .. >, - .,..... %. r0 ,axr hm +axx?xx NT, RECEIVED CITY OF TUIKWILA JUL - 7 1000 PERMIT CENTEI" Page 1T of 18 DESIGN & 1NSTALLATk„N GUIDELINES FOR UNDERGROUI_ STORAGE TANKS (UST's1 Per applicable codes, all above and/or below grade fuel oil piping shall be double contained. The double contained piping consists of an inner pipe and an outer containment pipe. The inner pipe carries fuel oil while the surrounding outer pipe provides for spill containment and recovery (by gravity) back to the USTs. Fuel oil piping from the building enclosure /generator enclosure and fuel filtering system to the USTs should be installed below grade when possible. A directly buried fuel oil pipe provides full use of surrounding areas. Thus providing a more efficient use of space. Buried piping would also be secure from inadvertent and/or deliberate damage due to man, machine, or environment Several available leak detection systems could alert building personnel of an inner pipe failure long before a compound failure exists. Leak Detection System In addition to multiple levels of containment protection, it is essential that tank owners and operators utilize the most effective and responsive type of leak detection/spill prevention systems. Three common types of inspection and leak detection techniques are readily used (individually and in combination). Visual inspection techniques when applicable are typically used in conjunction with automatic leak detection and monitoring systems. In the event of a piping or UST leak, a visual confirmation via inspection defines failure by several systems and/or levels of pipe or tank containment. It is the sole purpose of effective leak detection and monitoring system to eliminate systems failures uncovered by visual inspection. Recommendation The design recommendation by Sabey Corporation for fuel oil storage and delivery systems resides with double wall steel/fibergalss UST with concrete dead -man anchors and double walled fuel piping with integral leak detection systems. Tank manufacturers have been designing, producing and installing double walled fiberglass /steel UST's to provide owners and operators the additional level of protection against leaks they have required. Double walled UST's and piping meet and/or exceed the design requirements established by Federal and State environmental agencies for the installation and operation of UST's. SABEY CORPORATION • June 1, 2000 RECEIVED CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER Page 18of18 Z ce 0 to O • W Q W • O W 1— O Z 1— W ui D p. U O N o tu u. O . Lb Z 0- O ~ Z May 2, 2000 Sabey Construction 101 Elliott Avenue West Suite 400 Seattle, Washington 98119 Attention: Mr. Steve Black Dear Steve: Project Description SABrY CORP. MAY 0 9 2000 ARCHITECTURE OROCr" FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approvoi of plans does not authorize the vi;7ft tinn r.f any Subject: Geotechnical Recommendations Proposed Annex Building International Gateway Corporate Park Tukwila, Washington Earth Consultants Inc. Geotechnical Engineers. Geologists & Environmental Scientists E- 8499 -1 In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the proposed site development and performed a subsurface exploration in the vicinity of the proposed Annex Building. The scope of our services for this phase of the development included the subsurface exploration, review of the site development, and preparation of this letter with geotechnical recommendations for the Annex Building development. The proposed Annex Building will be located in the sloped areas west of Building A in the International Gateway Corporate Park development (see Vicinity Map, Plate 1). The building will be located below grade or partially below grade on three sides, and will daylight to the east. Cuts of up to eighteen (18) to twenty (20) feet will be necessary along the west side of the building excavation to establish the building grade. Full- height shoring or a combination of shoring and temporary slopes will be necessary to support the excavations during construction of the foundation. The rectangular shaped building has dimensions of approximately ninety (90) feet in the north to south direction and approximately thirty -seven (37) feet in the east to west direction. We understand the building column loads will be in the range of 150 to 200 kips, and the wall loads will be in the range of 3 to 4 kips per lineal foot. The slab -on -grade loading will be approximately 250 pounds per square foot (psf). We understand the generators planned for the Annex Building will be supported on a thickened reinforced concrete slab. RECEIVED CRY OF TUKWIIA tvC.o* p ti€ • 1•• tr JUN - 2 2000 1805 -136th Place N.., B �8�•' l?ellev 04 FAX (425) 746-0860 �a(SSg),j6i0 • ...;+ �3' c *!P.ns... ..�. n+,. rvn, ra.- rvr�r«.;!ro..:F�•r..; +Wt'.'Pt;• r. ;,`; �4+nwzt?!d+'fiY ?�h ^4."0'.HWINt TIlii z w re J U 00 co o. • LU J = w • 0 � a E.*. w z � I- 0 z I- w uj U� oI— w 9 - - o ui z U= O~ z Sabey Construction E- 8499 -1 May 2, 2000 Page 2 Subsurface Conditions The sub conditions were explored by drilling three borings at the approximate locations shown on the attached Boring Location Plan (Plate 2). A description of the subsurface conditions encountered is presented on the attached boring logs, Plates A2 to A5. In general, loose fill consisting primarily of silt soils with some organic debris was observed to depths of approximately eight (8) to twelve (12) feet. The existing fill was generally in a wet to saturated condition at the time of our exploration. Underlying the fill, medium dense to very dense silt was encountered. Groundwater seepage was observed throughout the existing fill deposit and at the contact between the fill and native deposits. The presence of groundwater seepage should be expected in the excavation for the building. Based on the medium dense to very dense condition of the silt underlying the fill deposits, it is our opinion the removal of soil mass related to the building excavation will not initiate a deep seated rotational slope failure. It is our opinion the proposed construction of foundation walls will provide added stability to the sloping areas located locally around the building site. Foundation drains around the building perimeter will help improve drainage of the slopes, and improve stability. Shoring Full- height shoring or a combination of shoring and temporary slopes will be necessary to support the proposed building excavation. Given the loose and wet condition of the existing fill, temporary slopes constructed above the shoring should be sloped no steeper than 2H:1V (Horizontal:Vertical). The presence of groundwater seepage throughout the excavation should be expected. Stability of the slopes above the planned excavation should be closely monitored during excavation, given the proposed excavation depths and the condition of the existing fill. ECI should observe the slope excavations to verify soil and groundwater conditions. Modifications to the recommended temporary slope inclinations may be recommended depending on conditions observed at the time of excavation. In our opinion, shoring of the lower portions of the building excavation will help mitigate some of the uncertainties regarding the stability of the slope and temporary excavations. Cantilevered shoring with a 2H:1V backslope should be designed using an equivalent fluid pressure of 50 pounds per cubic foot (pcf). Where horizontal backfill conditions are present behind the shoring, an equivalent fluid pressure of 35 pcf should be used. Earth Consultants, Inc. en ITY WII,A JUN - 2 2001) PERMIT CENTER z re w QQ � J O 0 c o J w w 2 LL Q c o o � T Z � z �- w w o - o w U u. p w z - I 0 z Sabey Construction May 2, 2000 For excavations that exceed approximately twelve (12) feet in height, the use of tieback anchors and soldier piles will likely be necessary. The above design parameters for cantilever soldier pile walls can be used for tieback soldier pile walls with a single row of tiebacks. Plate 3 illustrates the pressure distribution for cantilever and single tieback walls. The pressure distribution diagram (Plate 3) does not include surcharge loading from heavy construction equipment or building surcharge loads. ECI can provide recommendations for surcharge loading, as necessary. A surcharge of seventy (70) psf (rectangular distribution) can be used for traffic surcharges. For multiple tieback shoring, a trapezoid pressure distribution should be used for design of the shoring. Plate 4 illustrates the recommended distribution with a maximum pressure equivalent to 30H, where H equals the height of the excavation. Soldier piles must penetrate far enough below the bottom of the excavation to prevent wall movement, and provide sufficient resistance to the vertical force component of the inclined tieback anchor. Passive resistance along the embedded portion of the pile can be calculated using an equivalent fluid pressure of three hundred (300) pounds per cubic foot (pcf). The upper two feet of the embedded portion of the soldier pile should be neglected in the calculation of passive resistance. The vertical resistance can be developed from a combination of end bearing at the tip of the pile and skin friction along the shaft of the pile. For design purposes, we recommend using an allowable end bearing of fifteen (15) kips per square foot (ksf) for piles penetrating at least ten (10) feet below the excavation level. Due to the loose and wet condition of the existing fill, casing of the soldier pile excavations may be necessary. The piling contractor should be prepared to case the soldier pile excavations in the event heavy groundwater seepage conditions, and caving of the excavations are encountered. The bottom of the soldier pile excavations should be free of loose soil and excessive water prior to placing the structural concrete or lean mix. If an excessive amount of groundwater is encountered at the bottom of the holes, the concrete should be tremied into the holes. Soil arching between the soldier piles allows the lagging to be designed with a reduced value of lateral earth pressure. For soldier piles with a center to center spacing of at least three pile diameters, a 50 percent reduction of the lateral earth pressures can be used for the design of lagging. Earth Consultants, Inc. E- 8499 -1 Page 3 CITY O 1UKWILA JUN - 2 2000 PERMIT CENTER z r4 2 J U U 0 CO 0, U) ILI J = M w w H ❑ I—. w W 0. uiz U = o '' z Sabey Construction May 2, 2000 „s�nrbt ' n` 0.0.0 t1MC laWMi"l kbk`WA IN11''Vtris wsy.: nx o+. r« nM.. r,: ...�.,.,,.....- ,..,.,_ . ....... ... ... Earth Consultants, Inc. E- 8499 -1 Page 4 Lagging installed between the soldier piles is used to support the sides of the excavation, and helps prevent subsidence at the ground surface around the excavation. When the excavation begins, installation of the lagging should begin immediately to help prevent sloughing of the excavation. The contractor should be prepared to address the potential for sloughing of the excavation during the lagging operation. Groundwater seepage may also contribute to sloughing. The void space between the excavation and the back of the lagging should be backfilled with a free - draining material. The backfill should not prevent or impede the passage of groundwater, so that hydrostatic pressures are not generated. If excessive sloughing during the lagging operation is encountered, the use of a pumped sand slurry with a slight cement content can be considered for stabilizing the excavation. The tieback anchors will derive their capacity from adhesion mobilized along the soil - grout interface of the anchor. For design of the tiebacks, we recommend using an adhesion value of seven hundred fifty (750) pounds per square. foot (psf). We recommend that the anchor portion of the tieback extend beyond the no -load zone, as illustrated on Plate 5. Anchor tendons within the no -load zone should be covered with a plastic pipe or sheathed to prevent the mobilization of loads along the no -load portion of the tieback. If this method is used, then structural concrete could be used to grout the full length of the anchor. Grouting the full length of the tieback excavation is essential to minimize potential caving and subsidence at the ground surface. We recommend that tieback anchors be installed at declination angles between 15 and 20 degrees from the horizontal (Plate 5). Anchors should be spaced at a distance of at least four diameters, center to center. The first row of anchors should be located as high as possible on the wall to minimize lateral movement of the top of the wall. Anchors should also be located sufficiently deep to avoid existing utilities or building footings. We recommend that all tiebacks maintain a five foot distance from existing utilities or other structures. Tieback anchors should be designed with a pullout resistance factor -of- safety of 2.0. Verification tests should be performed at the beginning of construction to verify that the anchor pullout resistance exceeds a factor -of- safety of 2.0. The acceptability of each tieback must be verified by proof testing. If the anchor capacity is inadequate, it can be increased either by lengthening the anchor or increasing its diameter. Post - grouting techniques can also be used for improving the anchor capacity. If proof testing reveals deficiencies in the anchor installation, re- installation of the anchor at a different location may be required. The loading sequence for the above tests, and specifications for allowable movements can be provided when the tieback anchor design and spacing have been defined. RECEIVED CITY OF TUKWILA JUN - 2 2000 PERMIT CENTER z w 00 N UJ • _ F— U) u_ w gj w z F � z I}-- w w U 0 o - ❑' w o w z = O 1- z Sabey Construction May 2, 2000 The shoring contractor should have the flexibility to choose and modify the method and procedure for installation of the tiebacks. Caving soils may be encountered during installation of the tiebacks, and the contractor should be prepared to case the holes or use a continuous flight auger, if necessary. The presence of existing utilities and structures will need to be considered in designing the location and length of the anchors. Foundations Based on the soil conditions observed at the boring locations, the foundations will need to be supported on competent native soils or at least two feet of structural fill in the existing fill areas. For preliminary design purposes, an allowable soil bearing capacity of 3,000 pounds per square foot (psf) can be used for foundations supported on at least two feet of structural fill. Given the proposed excavation depths, competent native soils will likely be exposed along the west portions of the building pad. Foundations bearing on competent native soils can be designed using an allowable soil bearing capacity of five thousand (5,000) psf. For sliding, a friction coefficient of 0.35 can be used. Passive resistance can be calculated using an equivalent fluid pressure of three hundred (300) pcf. For short -term dynamic loading conditions, a one -third increase in the above allowable bearing capacities can be used. Structural fill in foundation areas should be compacted to a relative compaction of 90 percent, based on the maximum dry density. The maximum dry density should be determined in accordance with the Modified Proctor Method (ASTM 1557). Permanent Retaining Walls Retaining and foundation walls should be designed to resist lateral earth pressures from the retained soils, and any surcharge loading. For walls designed to yield a minimum of 0.002 times the height of the wall, lateral earth pressures can be calculated using an equivalent fluid with a unit weight of thirty five (35) pounds per cubic foot (pcf). For non - yielding walls, the equivalent fluid pressure should be increased to fifty (50) pcf. The above lateral earth pressure values assume horizontal backfill conditions. The above lateral earth pressure values assume no surcharges due to traffic, adjacent foundations, construction loads, or any other loadings. If surcharges are to apply, they should be added to the above design lateral pressures. Traffic surcharge loading, where applicable, can be accounted for using a surcharge of seventy (70) psf (rectangular distribution). Earth Consultants, Inc. ..« �.,. <.,», « .. ... ...... .......... .... .... E- 8499 -1 Page 5 !MEWED JUN - 2 2000 PERMIT CENTER Lii (/) CO W u. w 2 u. I- U. z � O Z ~ w U o ff' OH ww o u o o z Sabey Construction May 2, 2000 The walls should be provided with a perforated drain pipe and backfilled with a free - draining %material. The free - draining backfill should conform to the WSDOT specification for gravel backfill for walls ( WSDOT 9- 03.12(2). The free - draining material should extend at least eighteen (18) inches behind the wall. The remainder of the backfill should consist of structural fill. For retaining walls formed against the temporary shoring, a sheet drain such as Mira -Drain 6000 or equivalent can be used. A typical wall backfill and drainage detail, and sheet drain detail are provided on Plates 6 and 7, respectively. Slab -on -Grade Floors Slabs -on -grade floors can be supported on competent native soils or structural fill. Slab -on -grade floors supported on competent native soils or structural fill can be designed using a modulus of subgrade reaction of three hundred (300) pounds per cubic inch (pci). The slab should be provided with a capillary break consisting of a minimum of four inches of free - draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6 -mil plastic membrane may be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. The use of concrete additives can also be considered in lieu of the plastic membrane vapor barrier. The manufacturer of these products should be contacted for information regarding product use. ECI can provide names of manufactures, if requested. If heavy groundwater seepage conditions are encountered at or near the bottom of the excavation, the installation of a series of subdrains below the slab may be necessary. These drains would be in addition to the foundation wall perimeter drains. The drains are typically spaced at intervals of approximately twenty (20) to forty (40) feet, based on the anticipated intensity of the groundwater seepage. The need for subdrains below the slab -on -grade can be assessed at the time of construction. An ECI representative should be on -site during the excavation and shoring operations to observe conditions and verify soil and groundwater conditions. Installation of the shoring soldier piles and tiebacks, and testing of the tiebacks should be observed by an ECI representative. Earth Consuhanta, Inc. E- 8499 -1 Page 6 CRY OOFTUKWILA JUN - 2 2000 PERMIT CENTER z w re U 0 CO J = r~ N LL w 2 z I- I— 0 z � uj U o c W u' 0 C U = o '' z Sabey Construction May 4, 2000 We trust this letter meets your needs. If you have any questions, please call. Respectfully submitted, EARIH CONSULTANTS, INC. R m d • . CZSglas, P.E. Project Engineer Attachments: Plates 1 through 7 Plates Al through A5 Plate B1 cc: Poggemeyer Design Group, Inc. Attention: Steve Arnold RAC/RSUbkm Earth Consultants, Inc. E- 8499 -1 Page 7 RRCPiIVED CITY OF TUKWILA JUN - 2 200U PERMIT CENTE■ Drwn. GLS Date Mar. 2000 Proj. No. 8499 -1 Checked RAC Date 3/14/00 Plate 1 St .. N {L4: PS MN P. 5 1151N ST S S 103PD ST Y MEDERSO.V 4 I DTa.ECr0 3' N u BARTON ST JI�FR1' f E0Ori— Ed Q ' r. I i N _ ,___ } f `) 3 s � �_ sax sr_ ^96 5L 5 I . 6T TN sr; S'BARTON Reference: Puget Sound Area King County / Map 625 By Thomas Brothers Maps Dated 2000 11410 NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Earth Consultants, Inc. Geolechnical Engineers. Geologists & Il CITY CC O VV P OO 'T � l � lrP KWY WtLt Vicinity Map 2 International Gateway Corpo to I�ar Tukwila, Washingtpenwr amp 34 e4. S NDF L + z N W 00 0) 0 J H W 2 u_ j = W !— _ z � ►- O w ~ U • � O E O w W O .. z = O ▪ ~ z Drwn. GLS Date Mar. 2000 Proj. No. 8499 -1 Checked RAC Date 3/14/00 Plate 2 130 i i I LEGEND B-1—.— Approximate Location of ECI Boring, Proj. No. E- 8499 -1, Feb. 2000 Proposed Building I Existing Building NOTE: this plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. 170 ______150 -- -140 130 IMMO CrTYKVYILA Not - To - Scale JUN - 2 2000 PERMIT CENTER Earth Consultants, Inc. Geotechnieal Engineers, Geologists a Environmental Scientists Boring Location Plan International Gateway Corporate Park Tukwila, Washington z w C JU U w O, W J = H. LL W O. = W z � I- O. Z W U :O - W W. ca I- OC H al • U =. O 1 " z PASSIVE PRESSURE J 3) o J / Earth Consultants Inc. Ceaccrvua Eng2nee,s Cco'ogss a Envucwnental Scxrutsu Proj. No. 8499 -1 I Drwn. GLS I Date April 2000 4 / rr ff t _m = m wow ,u z NOTES: 1) ACTIVE PRESSURE IS TAKEN AS AN EQUIVALENT FLUID WEIGHT OF 35 POUNDS PER CUBIC FOOT (PCF) FOR HORIZONTAL AREA ABOVE WALL 50 PCF FOR 2H : 1V TEMPORARY SLOPE ABOVE WALL ASSUME NO SURCHARGE LOADING 2) PASSIVE PRESSURE IS TAKEN AS AN EQUIVALENT FLUID WEIGHT OF 300 POUNDS PER CUBIC FOOT (PCF) ACTING ON TWICE THE SOLDIER PILES DIAMETER. NEGLECT UPPER 2 FEET IN DESIGN. ADD 70 PSF WHERE APPLICABLE FOR TRAFFIC LOADING. RIMED CITY OF TUKKWIL,A JUN - 2 2000 PERMIT CENTER Cantilever Wall Design International Gateway Corporate Park Tukwila, Washington Checked RAC I Date 4/17/00 IPlate 3 7 W _s U 0 0: W J F- LL, WO u-Q H =. ZO 0: U 0 u i . 0 t- = W () il O. w z . = • O z Drwri. GLS Date April 2000 ProlPIESAMO(!ER Checked RAC Date 4/18/00 Plate 4 • N*. 111:1111,1 E 'I 7; Ill IIIE I1IIEIUEII1 E EIUEIIIE NOTES; PASSIVE PRESSURE .. H 1) Design Tieback Anchors for trapezoidal loading of 30H, where H = full excavation height in feet. 2) Add 70 psf Traffic Surcharge, where applicable. 3) Use allowable adhesion of 750psf for Grouted Anchors. 4) Passive Pressure for design = 300 pcf equivalent fluid pressure acting over two pile diameters. 5) Minimum depth of pile penetration below H / 4 IIIE 1117: i ll EI$IEIIIEtIIE III 51111 ;-, ACTIVE PRESSURE SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants, Inc. Geoteennical Engineers. Geologisrs & Environmental Scientists MULTIPLE TIEBACK WALL DES1811011VeD OF KWILA International Gateway Corpo TU gg ran% • Tukwila, WashingtornIN - 2 2000 Base of excavation z = 10 feet. 6) See text cf report for building surcharge. z: W 6 n• c.) co 0 COW WI U) LI 0 • 5 I-- Z i- 0 Z LU w 0 • 0 : 0 I— W u. aj z 0 a 1 I. Drwn. GLS Date April 2000 POI. No. 8499 -1 Checked RAC Date 4/17/00 Plate 5 { _ $l=nl_m _uuul;u, =111 E.I11� NOTES: 1) A No Load Zone should be defined as the zone enclosed by a line extending a horizontal distance of H/4 from the base of the excavation and then upward at an inclination of 60 degrees from the horizontal to intersect the ground surface. 2) H = depth of Excavation. 1 W4 60' MI.W =111= =1rt= SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING CRYOFTUKWLA JUN - 2 2000 PERMIT CENTER Earth Consultants, Inc. GeotcctlniCal Engineers. Geologists L Environmen Scientists TEMPORARY TIEBACK WALL - NO LOAD ZONE International Gateway Corporate Park Tukwila, Washington +; ?�, z J U U 0 N O LU J = 1.- U) w 0 Q � u. co d = H z � F- 0 . z F— LU U O - 0 F- w F- H w z OF 0 Z WEEP HOLE DETAIL . {a iq : d�n�: a•: •.a; a ..Ay. ; o ...;e SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING I11 I►I_ + II\ 1 ft. min. 1 ft. min. Compacted Subgrade LEGEND ! STANDARD NOTES Surface seal; native soil or other low permeability material. 18 inches minimum of free draining gravel. Unclassified backfill 90 percent relative compaction. 1 inch minus rock or pea gravel. lli = lll� =111 Ill Excavated Slope Perforated Pipe Wrapped with Filter Fabric MECEIIVID CRY OF TUKWILA JUN - 2 2000 PERMIT CENTER 1) Classified backfill should consist of granular soil having no more than 5 percent passing the #200 sieve and no particles greater than 4 inches in diameter. The percentage of particles passing the #4 sieve should be between 25 .and 75 percent. 2) Unclassified backfill should be free of organics, clayey soils, debris and other deleterious materials. It should be placed at or below the optimum moisture content. 3) For free-draining walls, weep holes may be used. Surround each weep hole with 3 cubic feet of 1 inch minus rock. 4) Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight Jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Drain line should be bedded on and surrounded with free draining 1 inch minus rock or pea gravel, as desired. The drain rock may be encapsulated with a geotechnical drainage fabric at the engineers discretion. Earth Consultants Inc. Gmect n Eng,k ec e. Geo og$ s Environmental Scfrnitw Proj. No. 8499 -1 1 Drwn. GLS [Date April 2000 RETAINING WALL DRAINAGE AND BACKFILL International Gateway Corporate Park Tukwila, Washington Checked RAC [Date 4/17/00 [Plate 6 z � re w 6 U O 0 co J 1- I•- w g • Q . = I . - . w z � � z � w 0 • - wW u w z U- 0 z Prof. No. 8499 -1 NATIVE SOIL EXCAVATION DRAIN GRATE NOTE: DRAIN THROUGH WALL SHOULD BE INSTALLED AT MIDDLE OF LAGGING. Earth Consultants Inc. CCOICChnICal Sommrs Drwn. GLS W000 LAGGING PVC TIGHTLINE • • ' ' FOUNDATION . • SCHEMATIC ONLY — NOT TO SCALE NOT A CONSTRUCTION DRAWING Date April 2000 G •• • o • CONCRETE FACING CONTINUOUS MIRADRAIN 6000 OR EQUIVALENT • • STRUCTURAL . i • FILL . SLAB -ON -GRADE FLOOR :: • RECEIVED CITY OF TUKWILA JUN — 2 2000 PERMIT CENTER RETAINING WALL SHEET DRAIN DESIGN International Gateway Corporate Park Tukwila, Washington Checked RAC Date 4/17/00 Plate 7 z re w 00 U) 0 J • w wO u Q D. a . I - w z . ZO w w U 0 - L 0 I- w w _ •• 1- - u. 0 . •. - 0 F. MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION , Coarse Grained Soils . More Than 50% Material Larger Than No. 200 Sieve Size Gravel And Gravelly Soils More Than 50% Coarse Fraction Retained On No. 4 Sieve `• Ca C:1 C 0 • O • 0 • Clean Gravels f1 n GW gyy Well- Graded Gravels, Gravel -Sand Mixtures, Little Or No Fines (little or no fines) • • I • • ■ GP gp Poorly - Graded Gravels, Gravel - Sand Mixtures, Little Or No Rnes Gravels With I �I� I GM gm Silty Gravels, Gravel- Sand - Silt Mixtures Fines ( appreciable amount of fines e r * G C ' ' gc Clayey Gravels, Gravel - Sand • Clay Mixtures Sand And Sandy So ils More Than 50% Coarse Fraction Passing No. 4 Sieve • Clean Sand (little or no fines) k ! .�. .e c o s ' o o SW SW Well-Graded Sands, Gravelly Sands, Little Or No Fines - *_ y . � .. , ,,• ?. >r+ ?y;N SP Sp Poorly- Graded Sands, Gravelly Sands, Little Or No Fines Fan s Wire Fines (appreciable ff IllIi1Illkm amount of fines) < .;'> S C S Silty Sand, Sand - Silt Mixtures Clayey Sands, Sand - Clay Mixtures Grat Silts ned Grained Soils More Than 50% Material Smaller Than No. 200 Sieve Size And Clays P ML rpl Inorganic Silts & Very Fine Sands, Rock Flol,r,Silty- Clayey Fine Sands; Clayey Silts w/ Slight Plasticity Liquid Limit Less Than 50 � CL CI Inorganic Clays Of Low To Medium Plasticity, Gravelly Clays, Sandy Clays, Silty Clays, Lean 1 11 1 11 1 , I , I , Q(. of Organic Silts And Organic Silty Clays Of Low Plasticity Silts And Clays MH mh Inorganic Silts, Micaceous Or Diatomaceous Fire Sand Or Silty Soils Liquid Limit / Greater Than 50 / CH Ch Inorganic Clays Of High Plasticity, Fat Clays. 1 / / / / / OH Oh Organic Clays Of Medium To High Plasticity, Organic Silts , ` ' i' ` � Highly Organic Soils L ,‘ r, ,t r, ,t r PT pt Peat, Humus, Swamp Soils With High Organic Contents Topsoil ' y 4 y 4, Humus And Cuff Layer Fill •••••• •••••••••••• Hlyhly Variable Constituents C qu W P Pc LL PI The discussion in the text of this report Is necessary for a proper understanding of the nature RECEIVED of the material presented in the attached logs. CITY OFTUKWILA TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, lbs. per cubic ft. LIQUID LIMIT, % PLASTIC INDEX DUAL SYMBOLS are used to Indicate borderline soil c(assiflcailort. Earth Consultants Inc. (a1 l,i Will W IJ4(1114%lb. (:u,Wµb,s 6 Ill 1,1101 i„4ix.d SU4. Project Name: International Gateway Corporate Park Sheet of 1 1 Job No. 8499 -1 I Logged t WRJ Start Date: 3/1/00 Completion Date: 3/1/00 Boring No.: B-1 Drilling Contactor: CN Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: 150' Hole Completion: ❑ Monitoring Well ❑ Piezometer M Abandoned, sealed with bentonite General Notes W (%) Ho. Bl Ft. Ft. Graphic Symbol Depth Ft. Sample USCS Symbol Surface Conditions: Hydroseeded clover and grass, maple trees LL =42 PL =26 PI =16 5 7 3 u 1s.3 28.7 24.8 33.3 34.8 25.5 14 8 13 8 24 50i4• ■ • � • �•� i �i ; ∎ •••• ►••• • ► • � i � i � i • ♦ i ► 0 0 0 00 • •�•�•� ∎0 • • ■0 0 0 0! ► ►0 • P SS! ■•'••! • ■ ►0 • • ► 0 0 0 0 0 0 ► •••• ►�i�i�i • ►�i�i�i! 44.4.• ML Brown sandy SILT with gravel, medium dense, moist (Fill) - contains cobbles - becomes loose and wet, water seepage observed at 2' - becomes medium dense, moist and mottled, contains trace sand and gravel - becomes loose, contains iron oxide stains - 6 7 - 10 11 12 13 14 15 16 ML Brown SILT, medium dense, moist (Native) RECEIVED CRY OF TUKWILA - becomes very dense, contains gravel JUN 2 2000 PERMIT CENTER — Boring terminated at 16.5 feet below existing grade. Groundwater seepage encountered at 2.0 feet during drilling. Boring backfilled with bentonite and cuttings. NOTE: Contractor CN Drilling with a limited access drill rig. Boring elevations relative to each other. 4.4'. {4' ,04) C7 kiL/Kijo Earth Fr gtrkeaaCw:cHngL U�btai nnrnralsInir.,�: Boring Log Tukwila, Washington z n Proj. No. 8499 -1 Dwn. GLS Date Mar. 2000 Checked WRJ 7 Date 3/27/00 Plate A2 ' Boring Log Subsurface conditions depicted represent our observations at the time and Iota on of this exploratory h ole ma dified by engineenng tests, analysis and udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of mf■r.no+lnn nroaan+ari nn +Isla Ines .. . . UO COD CU I to u , W O 2 g tap C y W Z Z0 U 0 S 0 I— W L 0 11.-1 z. O Z Project Name: International Gateway Corporate Park Sheet of 1 2 Job No. 8499 -1 Logged by WRJ Start Date: 3/1/00 Completion Date: 3/1/00 Boring No.: B-2 Drilling Contactor. CN Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: 150' Hole Completion: ❑ Monitoring Well ❑ Piezometer k7 Abandoned, sealed with bentonite General Notes W (%) No. Blows R 1ogws s olydetp Depth Ft. Sample Io4WAS sosn Surface Conditions: Clover and grass LL =24 PL =16 P1=8 3 i LL =38 PL =25 PI =13 f 27.2 18.6 23.2 23 29.8 29.5 2 19 37 10 38 65 ; • � • i ML Brown SILT, loose, moist to wet (Fill) - groundwater seepage at 2' ∎iii! ••�•�•! :•••• 2 — i�i�i.i ► • j ■ • • • • S �! ►•�•�•+! 4.46.4.4 ••• • 5 ► � • � • �! • ∎i�i • ■ • • 7 ;,•�•��• 6 • 5 ■••• , 4 ••i• • ■ � • � • 4 ∎ 9 • 23 . 6 ∎• •��• 10 ������i • • � • • ! 11 • ■ ■ _�! 12 CL Gray lean CLAY, very stiff, moist (Fill) - contains gravel ML Gray SILT with sand and gravel, dense, moist (Fill) - contains charred wood fragments and organics - becomes loose - becomes loose to medium dense, wet, topsoil horizon observed from 11' to 11.5' — — 13 14 15 1 s 17 18 ML Brown SILT, medium dense to dense, moist (Native) - becomes dense, contains iron oxide stains and interbedding sand layers RECEIVED CRY OFTUKWILA JUN - 2 2000 - becomes very dense contains iron oxide staine PERMIT ay CEN . R — Boring terminated at 19.0 feet below existing grade. Groundwater seepage encountered at 2.0 feet during drilling. Boring backfiiled 19 ' s "�: ,a ( � Earth Cons I ��nlCal Fnglnr ti s Cwx gl �+ad Fn'lmnn rnrniklrn Boring Log International Gateway Corporate Park Tukwila, Washington Proj. No. 8499 -1 Own. GLS Date Mar. 2000 Checked WRJ Date 3/27/00 Plate A3 Boring Log Subsurface conditions depicted represent our observations at the time and Iota ion of this exploratory hole m by engineenng tests, analysis and udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nfnernelinn ~au:inf.. -4 nn floe �,... Z re 2 w . UO N 0 J U w w O 2 LL rn 2 I— w Z = I— O Z H uj U O H = U � LL O 'UZ 0 — I 0 Z Project Name: International Gateway Corporate Park Sheet of 2 2 Job No. 8499 -1 Logged by WRJ Start Date: 3/1/00 Completion Date: 3/1/00 Boring No.: &2 Drilling Contactor. CN Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: 150' Hole Completion: ❑ Monitoring Well ❑ Piezometer with bentonite FA Abandoned, sealed General Notes W 06) No. Blows r 2 F . c o u: ` E S ? ` E $ 0 W a. with bentonite and cuttings. RECEIVED CRY OF TUKWILA JUN - 2 2000 PERMIT CENTER a 0 ,u►- I S wF) e ��� 411V lir ` e,f Earth Consultants Inc. 11// \ll Ccoir cttnical rnginms. Groiostsm &Fnvlmnui iSornrbs Boring Log International Gateway Corporate Park Tukwila, Washington Proj. No. 8499 -1 m Dwn. GLS Date Mar. 2000 Checked WRJ Date 3/27/00 Plate A4 d Boring Log Subsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole modified by englneering tests, analysis an udgment. They a re ot representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nlnrrnotinn Project Name: International Gateway Corporate Park Sheet of 1 1 Job No. 8499 -1 Logged by: WRJ Start Date: 3/1/00 Completion Date: 3/1/00 Boring No.: B-3 Drilling Contactor. CN Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: 140' Hole Completion: ❑ Monitoring Well ❑ Piezometer r.4 Abandoned, sealed with bentonite General Notes W (%) No. Blows Ft. IogwAS olydeio Depth Ft. Sample USCS Symbol Surface Conditions: Clover and grass i i ' s l 18.6 17.4 19.1 22.9 3 2. 8 17 18 17 24 5015" •• ••+ + •+••• +� +�+ +++++ + ++ *+ e•�•� � %% +• +• +�+ i +�+�+ + i + ii + +• ++ • • +•+ + 1 ML Brown sandy SILT with sand and gravel, medium dense, wet (Fill) - contains rock spalds, very angular, groundwater seepage observed at 1' - becomes moist - contains wood fragments • - becomes gray 2 3 4 5 6 8 9 70 11 ML Brown SILT, medium dense, moist (Native) - contains interbedded sand layers, iron oxide stains -very dense, iron oxide staining Boring terminated at 11.5 feet below existing grade._ Groundwater seepage encountered at 1.0 feet during drilling. Boring backfilled with bentonite and cuttings. RECEIVED CRY OF TUKW1LA JUN - 2 2000 PERMIT C :uo pv. 44■1. ��( �1j Eart Consultants Inc. t('r�J \ iuI vki � Gno rngrnk -al Fngtnraa5. C ogl.$n & Fn - trnrl+ - � ) Boring Log International Gateway Corporate Park Tukwila, Washington Proj. No. 8499 -1 Dwn. GLS Date Mar. 2000 Checked WRJ Date 3/27/00 Plate AS Boring Log • Subsurface conditions depicted represent our observations at the time and loci ion of this exploratory hole modified by engineering tests, analysis an udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nlnema / inn rvoocnleri nn thin Inn Key Boring/ Test Pit Depth (ft) Soil Cla USCS L.L. P. L. PERWWWW RI. Water Content • B -1 10 Brown SILT ML 42 26 16 34.8 • B -2 2.5 Brown lean CLAY w/ sand CL 24 16 8 18.6 • B -2 17.5 Brown SILT ML 38 25 13 29.5 100 80 x 60 W a z 20 A CL- ML '" — A -Line 0 20 40 LIQUID UM IT 60 80 I� E KW JUN - 2 2000 Earth Consultants Inc. Geaednkal Engineers. Geologists & EnNiovnenral Scientists Atterberg Limits Test Data International Gateway Corporate Park Tukwila, Washington Proj. No.8499 -1 Date Mar . ' 00 Plate B1 z t—Z 00 cn W J i u_ W J u- ?. = a. . I W I- 0 z I W Ili U 0 N W ~ U u' 0 ii z U = O z Attention: Mr. Mark Velasquez November 20, 2000 • 0-91M-13625-0, Task A ame BEGENED No v 27 2000 D I Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168 -5121 Subject: Final Summary of Special Inspections and Materials Testing Building Permit D2000 -105 Generator Building — Exodus Building Tukwila, Washington Dear Mr. Velasquez: 1. Concrete Reinforcement; 2. Concrete Placement; 3. Epoxied Anchors /Dowels; 4. Metal Decking; and 5. Metal Studs. AMEC Earth & Environmental, Inc. 11335 N.E. 122"' Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 Fax (425) 821 -3914 www.amec.com Phone: 206 - 277 -5204 Fax: 206 - 281 -0920 AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this letter as our final summary of special inspections for the above - referenced project. AGRA performed inspections as requested and scheduled by representatives of your firm beginning on August 24, 2000 through November 11, 2000. Details of these inspections are contained in our Daily Field Reports GB1 through GB23. These reports, copies of which have been previously distributed, form the basis for this final summary of our inspections. In accordance with the Uniform Building Code and project requirements, AMEC performed inspections for the following: \1KIRKLAND MAINIVOLHSHAREDIWORDPROC%_ Protects 13000s \13625 -Sabey Construction. InciFina .a Sabey Construction, Inc. November 20, 2000 In our opinion, the work inspected as referenced in our daily field reports was performed in general conformance with the approved plans. If you have questions or desire additional information, please call at your convenience. Sincerely, AMEC Earth & Environmental, Inc. TRH /KSS /cc e Enclosure: Daily Field Reports GBI through GB23. Distribution: Sabey Construction Poggemeyer Design Group City of Tukwila ame attn: Mark Velasquez attn: Steve Arnold attn: Building Department 0 -91 M- 13625 -0 Page 2 \ \KIRKLAND MAIN\VOLI \SHAREDIWORDPROC_ Prolects\13000s\13625 -Sabey Construction. InctF na .::. t— w 6 J U U N O, w J w O g Q I- Ili Z �. I-0 Z LIJ o W W` ~ v w z . 9- o 1 - z SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports GB1 -5 Sets 1 -3, 18 08/24- 09/12/00 08/24- 09/08/00 10/06/00 10/06/00 °AGRA ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (208) 820 -4689 Fax (208) 821 -3914 To: Intergate East, L.L.0 C/O Sabey Construction, Inc. 12201 Tukwila International Blvd. Seattle, WA 98168 Attn: Bernie Martell City of Tukwila Nelson - Bourdages S:IWORDPROC'Field Document Transmittals113000s113675 -0 Task A.wpd FIELD DOCUMENT TRANSMITTAL Date: October 10, 2000 Project Number: 0-91M-13675-0 Task A Project Name: Intergate East Project Manager: Tim Hyden Permit No D000't1 05`,.:' Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Building Department attn: Steve Arnold z re w U 00 0 , (ow: J i- N u_ ui I L • U` 0 WW u. lil z: U =: 17- ~' z Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. 08/30 GB 2 SS Line F, bottom 4 #10 bars were unhooked into grade beam Hook into grade beam 09/08 GB 4 SS No detail for steel Provide Drawings /Details Reviewed drawings, compared to report and found to conform Field Report Transmittal Project Name: Intergate East Generator Bunker •AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Project Name: Intergate East Generator Bunker Project Number: 0 -91 M- 13675 -0 Task A S:\WORDPROCtFIeId Document Transmillals \13000s \13675.0 Task A.wpd Deficiency List Project 0-91M-13675-0 Page 4 ZZ SF; Z re ill' Uo • co 0, W = Q W o' LL -J CO D' Z O U •o -i O W W: o. tij • U N, _' o • •Z • COMMENTS r� b1 5;7 gal' �4L 4 //o _ . 0 o n4"0../ -t J ��,,, c./ j",.... . ( A0-0 wa s 2 .16y,... 0 3& A -i-o C. 5 , A , 6 85 e 6,...),_,.5--- C' .c., o „, sic:, Z i'l , , i )i tC, ✓t e / C c am+ t.J4 S Poc.).A — fa. a. ‘0 A O 5 L, / 11Ac jS n le ov. pp s , 3:1 Cep ✓tor c.. o . c,4_ e 18 c u. •t 3s o c ,S'1a.i0 (7e, ./7 C. e4<_ 114 ; 7 Cf3 5 a_ 1 ct h ✓ r C .--) r e° S 24= / 1' 4 r c„ ;Iv x D !S c..e_ ix,)/ sec 4 %tic c 1/ ,7.,e� °r CONTRACT R r / �/� {�I //� /� ' �/ / /.J/ TYPEOFFI46P CCTION IEWINSPECTION /t� ❑ RE•INSPECTION SAMPLES OBTAINED (NOJSIZEITYPE) I/ -- X Z i f ! Ca./! G /e�-G 7_ 5 e G i jet N 5, SUMMARY To the best of our knowledge, all items inspected as noted above were i tiqes ❑ Preliminary Observations in general co��he approved plans nccspecifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME R v`� / . 7 ��e�� Cs, ✓ _4 ll,) PROJECT NO. 4.:.1;..4 REPORT NO. G \3. \ DATE 6- Z 4-1-0c) ADDRESS / 'e j ,� y /2301 ��.�,; /C1 -4 M. P MIT NO. o� Ate CLIENT�� e t . � g� 7 O � PAGE uwsTeatRsport OF STRUCTURAL IN7R / Lite ...-.1 Aki/ of P, 1!iC C. '4 AGRA P ECTMAfl HONN O. /` [ ARCHITECT // AGRA FIELD REPRESENTA IT VV ER NO. al l 75 0 I/7 CONTRACT R r / �/� {�I //� /� ' �/ / /.J/ TYPEOFFI46P CCTION IEWINSPECTION /t� ❑ RE•INSPECTION z F,. W 6 0 co 0 0 ' W H W O . gQ a H = Z �. W 0 N ; 0 H Ill Il i z w U = o '' z CRETE ASTM GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT AME 1 ` A / %/ 47 [ 6 deld.��. r / 1 14,-) ) PROJECT NO. a - / - pe,,f, .� 13616=0 REPORT NO. • — ( -TY) J pc ..c t / /2 1.- 74W r I4 J4 . /RAGE (includes est Reports) _ 2- OF Z DATE ( � / �� ?j /' L./C — D FIELD DATA BATCH DATA SUPPLIER e. TYPE OF CEMENT 17 MIX NUMBER 1- 1 35- 7 WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER / 6 O 3c:9 5 - CEMENT (LBS.) 1 1 0 c TRUCK NUMBER y a FLY ASH (LBS.) f 0 (7 BATCH SIZE, YD' lC9 COARSE AGG. (LBS.) 7 /9/ Z ---..k.. TOTAL PLACED el OF 5 25 YDS COARSE AGG. (LBS.) WATER ADDED, GALS.' COARSE AGG. (LBS.) \ ALLOWABLE WATER, GALS. / f/ 7,4- FINE AGG. (LBS.) G',S `4 /go DRUM REVOLUTIONS WATER (LBS.) 2 S BATCH TIME 2 -• 5 S AIR ENTRAINMENT �--.�- SAMPLE TIME 3 : 2 Q ADMIXTURE NO. 1 ADA 8. " 1 j . ea -z FINISH TIME 3 - ; S ' ADMIXTURE NO. 2 ---� SAMPLE AND TEST DATA SAMPLE SET ` OF k LABORATORY SET # ) I.D. # c rq G SAMPLE LOCATION: A , ef. 2.2 DESIGN STRENGTH yew PSI @ 26 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 24 7 ' 14Afv SLUMP (ASTM C -143) c -/r SPECIMEN (NOJSIZE/TYPE) 6 12 e f /'5'L- AIR CONT. (ASTM C -173/C -231) / f/ 17 ---- DATE SAMPLED 2 C/„ on AMBIENT TEMP. °F - DATE RECEIVED T X 2,5. -. d 0 SAMPLE TEMP. (ASTM C- 1064) 7 c c ' CURING CONDITIONS UNIT WEIGHT (ASTM C -138) A/77--- A/7r' HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated 1 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS R A LDREPRESENTATI E SAMPLE STORAGE LOCATION AND COMMENTS REVIEWED BY TEST REPORT T IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN Z NG REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG193713 (Rev.6(99) + z Z ~ LLl 0 CO W W J W W0 QQ � u. cn = W H Z � ZO W uj > 0 I— W W H u O Z W U = 0 Z PROJECT NAME .<:;A JPA -re 4 Ai/ A l e ' x . 54. PROJECT NO. d .( i;1M -� O REPORT NO. _ (r\ z. ADDRESS PERMIT NO. ,r. DATE CUENT Cn p C p J/TPG 4c WEATHER / CrL GJ ' PAGE (Indude3T.stRepone) 1 OF 2 STRUCTURAL ENGINEER _ / / /�- Ccr ff /11/6-6-4,3 LUC AGRA PROJECT MANAGE PHONE NO. \AA ARCHITECT . ",` 54 �i r it ec#1 �` �r /G�' 7 /?a` G C.. w-`-- AGRAFIELD REPRES ATIVE/PA ER NO. `, S TMiV 2i a/1. #�Ery h+Gcv T, CONTRACTOR s 07 TYPE OFSPE TION EW INSPECTION IN C ❑ RE•INSPECTION COMMENTS ,,CC AC C RA on/ St 7E Anat 1€4•1- Gae [ids (1-- Rat i S7Re - @ a ,e. <360nls .,Z€ C•s 7! F fr Ca iiAtE 3 (c) 45 z - C.S d (�<<� '' AS - 13 # @ <<A,E f iff I .S . 43 `Ca L / Ale .2-s• y ..a•-ke-:$,,Q t " I 1,11E ` E ff ?.- 7 a j v @ L, Ate ';c. 7 CkdoK tp) A (I/A!6 `F " `7> bo o nv e' -hi' bdofri rwl ems. ", I# c u$ 4,2.2!)1 Trtote lee-vs Leca&Q 1: T 14e k L4Tc ' k. g,n c47 C/ N 3 /r ocisiedit. if C 4 ctw Qa)J -Wad L., 4)24,..,i--- s'i-i aJto*. , Ye ,S2ty1 , / en a.k. eo cii i C ya)kg,e 37. �clt e4,ph i ,cp,re n►i t A 4. 4(3S2. 4- Goo PSI INS 462_,2e (il kuol/ em,.4 Leal) GYy1 Q Ch at c y 1.0�/ lJ (SZ9C. ¢ v 000,4E c lefre'a 4 - 1ige7L..Q to 47- azC1 . ���4 et. . $Q Gacie4v-za , .ec,cn 7L �&ml 7z f /24 1- o,.> Cad Q gal 4_ I fo ' w 414. 7 aNne / htilaD p leCed 80/i2 -74- 3 77' "CR e/c QM' fi'VC PPf? 7 "C /' SAMPLES OBTAINED (NO./SIZE/TYPE) ?AMC . Z./ -- W. )02 1 . aii r PA n dtafiLZ - SUMMARY To the best of our knowledge, in general conformance with the all items inspected as noted above were ❑ Preliminary Observations ^ approved plans and specifications. .4 � i ,. ❑ Deficiency Corrected - Report No. •. A . I.. A. .A I AGRA Fl � D - - RE — NTATI E ' REVIEWED BY AG RA AG19372 (Rev.6199) ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJ TO CHAN NDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This re ort is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. DAILY FIELD REPORT z ~ W UQ W � SALT.. WO 2 g< CO I— al Z 0 Z W C � o � W H� IL- O W z U =. O ~ z , NCRET A - 9 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME Gre /E,e0roR AA �/E')( Q PROJECT NO. -q IM - ■ 3G-'1 REPORT NO. �— ErZ 2 DATE o y_ Ud W 99-at A � ' PAGE (inGudesTest Rs ) i OF FIELD DATA BATCH DATA SUPPLIER - $?o4 �/ t /EzetA P. TYPE OF CEMENT T MIX NUMBER L352 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 164,237 CEMENT (LBS.) 4 DO 0 TRUCK NUMBER 317 FLY ASH (LBS.) I/ 70 # BATCH SIZE, YD 9 COARSE AGG. (LBS.) A t t 0' TOTAL PLACED / �S OF / 7YDS COARSE AGG. (LBS.) WATER ADDED, GALS. S COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 1 tiG a t6- DRUM REVOLUTIONS WATER (LBS.) 04s0 0 BATCH TIME /0. 42 ON AIRS IR JT �9 , Q3- SAMPLE TIME /1,75 /5 /4. v ADMIXTUfjI� Y Ilia, s�- L/7.0 0 FINISH TIME P.: 3o R !v ADMIXTU9 its a t i l 5 / & . I SAMPLE TEST AND T TEST DATA SAMPLE SET -L OF S LABORATORY SET # Z I.D. Ca SAMPLE LOCATION: & P m e, r4 c L ( M E 13 " _7-q) d 7; 6-2.`' t,,, DESIGN STRENGTH Cam"" PSI ® 28 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 26Paq ,9 SLUMP (ASTM C -143) T !f T 1 leg. SPECIMEN (NOJSIZE/TYPE) L.1 _..4 j(iA'/ \ AIR CONT. (ASTM C -1731C -231) DATE SAMPLED 3�� J AMBIENT TEMP. °F / (D % A DATE RECEIVED 3 / . p� SAMPLE TEMP. (ASTM C -1064) 78"/:- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Was ton 98034 Fax (425) 821 -3914 AGRA SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REPRESENTATI REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CH PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.8/99) ! bt�n; RA: �' M�I�dTYV fi;! V�' C. +�Rt�ri� ;xmrrp"•tyc�F.%:^t:-.. . .�assr; rr� ?Y.mwr ,.,._ �,... ... TEST REPORT z ~ Z w UQ co W = H U) Li_ w II U 0 I- wW H� O 0Li U = O~ z • COMMEN �':�:; -: ,. ; '. --� �tl krol 6 p 1.Lp, -Co r � i+ . r tF) e ,4 J • A ril 1� 45 14 7 I t 3 , - ti i. Iv T 4 ( 1 - 6es4 . „ - . . vcJ re - L 4.ee 1 p et: !� t/., - I re c. I,. c_i �/ t4,� /, d�_ c✓. S a. a. ` G1a,c f /Pe- Tf - 4$: PST / 4 - e, . ,1I4j CLIENT WEATHER avf (✓S i PAGE (includes Test Reports) f OF Z STRUCTURAL ENGINEER •■ I i 0 W. Uheyee \e-c 6 -re,,,f AGRA PROJECT MANAGE PHONE NO. 11 ,� e m\ ARCHITECT ...502.- 1}42_,/ AGRA FIELD REPRESEP ATIVE/PAGERNO. . Q l I S Ord CONTRACTOR ' TYPE OF INSPECTION j^ NEW INSPECTION 2 1 c_ ❑ RE-INSPECTION SAMPLES OBTAINED (NO. /SIZEITYPE) 4 / - `/ X Fe - GI..., re.:442_ SUMMARY To the best of our knowledge, all items inspected as noted above were la Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected Report No. PROJECT NAME x0d.,y &..efe- 4 Sv.n,ke PROJECT NO. o- R,0 13 h75 -O REPORT NO. C '7&_.3 DATE 9 -0 ADDRESS PERMIT NO. 0 200 0-/05 CLIENT WEATHER avf (✓S i PAGE (includes Test Reports) f OF Z STRUCTURAL ENGINEER •■ I i 0 W. Uheyee \e-c 6 -re,,,f AGRA PROJECT MANAGE PHONE NO. 11 ,� e m\ ARCHITECT ...502.- 1}42_,/ AGRA FIELD REPRESEP ATIVE/PAGERNO. . Q l I S Ord CONTRACTOR ' TYPE OF INSPECTION j^ NEW INSPECTION 2 1 c_ ❑ RE-INSPECTION !� AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 � • IF iron' RA FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEN ► REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) �24' JF'$ �YLYr' r�Y: 4k319? �t24173R; IC' r+ �Li' R1�1'.' �-` xmryewy�+ nr .:m< rev: DAILY FIELD REPORT REVIEWED BY ..,non . rs«r {"t� s!''•M•. cry:. ti^ n 'n;r,.aHm•. #4S`kA •."ttcit....{ z W 0 0 W = N u W L a En_ d . W Z f F- 0 W ~ W U 0 - o 1- W W I- u. w z ~ _ O z CONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJ€CT NAME A Jut Lore LA. ke( PROJECT NO. G, - 9,1 M -k3 b7 �s=0 REPORT NO DATE 9 — 7 —d v PAGE (Inductee Test Reports) , Z OF 2 FIELD DATA BATCH DATA SUPPLIER S w� TYPE OF CEMENT 4.1 MIX NUMBER y a Y3 r WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER n• /6 ) 333 CEMENT (LBS.) y Q TRUCK NUMBER • y / 7 FLY ASH (LBS.) 76 BATCH SIZE, YD , 0 COARSE AGG. (LBS.) "(y " / 9 CV r2 TOTAL PLACED /0 OF S 9 YDS COARSE AGG. (LBS.) r WATER ADDED, GALS. --e-' COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. ,,,t/d FINE AGG. (LBS.) G , s , / y 8 D DRUM REVOLUTIONS ------- WATER (LBS.) Q 3rb 4° BATCH TIME o 9.2 y AIR ENTRAINMENT r SAMPLE TIME l0 / S ADMIXTURE NO. 1 & c/ I? '43 FINISH TIME ADMIXTURE NO. 2 ;e, SAMPLE AND TEST DATA SAMPLE SET I OF / 7 LABORATORY SET # . 3 I.D. # S 7o Z SAMPLE LOCATION: F oI I' h 1 .r c� s / � 4� - , , � 4 -Q / � . 8 ((_3,, 8 -, 0 DESIGN STRENGTH 3 vc 0 PSI ® - DAYS j `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7_ 2Q _ SLUMP (ASTM C -143) �� ,. r' y /,' SPECIMEN (NOJSIZE/TYPE) 4 . in coy+c7•eye AIR CONT. (ASTM C -1731C -231) A. i DATE SAMPLED 9- 2_ oc) AMBIENT TEMP. °F G co DATE RECEIVED 0 i.,- V 0 SAMPLE TEMP. (ASTM C -1064) 7v v CURING CONDITIONS UNIT WEIGHT (ASTM C -138) ,-- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods It different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 AGRA FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev. 6s99) a.145ssiBOS ,OM 'MWMPXreMatS!errip Ol ese'YAOosverc..w?'x,..r, w. 7:• , ;�� :.mart. new REVIEWED BY TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS 0-f s; IQ REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, ..erg �. v. r+.:. r"•`. Tls.;+ a��i! rti? t1tCCMtY> K'C..:,.:�: z ~ W 0 00 co o . W I W 2 g Q I I— al Z = ZI- W U • � O - , OF W W I U ' L I O W Z O - F I 0 1- Z COMMENTS el .. ./14 P A• oft/ (Sr ZE A jaloremzel 141.4 REPORT NO. -, 4 6 9 5.'7'6 & C. � 4' &i{' .P»?ve .5 v,& a BL� G., -y E' .6 Elkus c' /L,, . - L'F ►1 a U/ E 9 5 41 /. _ Lei'& 4xe cen zw' Slow, O 1. 1 ---si 4f <' llal-ge --4 C4.1 m4i G4.iths.J g hve 4rn„ de , IC elf A t,J ' 4 r?pl I P GW-424 c?-m..--C6- /h d k4.4_ /se_a-►1' q •C" 4 4 . 6 T ¢ B g a s ( TR AAu c+>vsdc 44 @ mi o c T ail onto: death t# R i-G vas{" egi L. F' 4aJi-F, ; a " ' 6 5 41. 7 T .L A, E ' 'V # 9 T s t S q.rd T R . 9 4 , t 4 . a . J f i s - e 9 (o a o c.. -rd B. e t`s u 6 47 7 iB 4.uC T2g,iCsv■8tc -r 4.i 4 Al c 74 B_ 9 5 - C'-u bi'L s7._ Cb ntlar.o Gage a)ui,1 t. 4 e1sz id .eta lei e ft pa-c,-,e ('y *la G�hde5- � ct4L q 'I" - f 16 C..ediu� ,„„„',d p i..n41 Q e v % A b t f t 1 ' e t - - j - a_ota014i C4� y 9bov'ie� . Task et 7a-d 1 �9.7st L Of �'ocx c am+ j 4 ,e Uoit . 7 e lltd., v x e r - 2tU -2,-.it Cl �2 6_4. c4 9 a) Cad Q /S al ' (? 4.- ' r / / 4.4 7� tv SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes Preliminary Observations in conformance with the approved plans and specifications. E -No 1 Deficiency Corrected - Report No. general . PROJECT NAME Q Q� �--/� /� l ��'.tL� .e �Q�C. f�7cwJ�'�CiC 44 Q 2" PROJECT NO. / /� V -Q / lk .1 7 Z. REPORT NO. -, 4 6 9 ADDRESS 1230/ 7.4kWa..9 [.v7e BLS 7a ,LdZ. PERMIT NO. ',,,94 — A6s DATE 9 - 8-00 CLIENT r SAB P. WEATHER , e n- d0 0 PAGE (indudesTett Reports) (OF 2._ STRUCTURAL ENGINEER / x/ , Z.SI / Boca AGRA PROJECTMANAGER/PHONENO. Tin/ • l/ 4.5) ' - ARCHITECT / � SO 'c4i 4 / 1 A c . AGRA FIELD REPRESENTATIVE/PAGERNO. SR-r4/6-07 - s7A/cy (- CONTRACTOR d /' S y hie_ TYPE OF INSPECTION p NEW INSPECTION e" / ❑ RE•INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT AGRA FIELD R PRES NT IVE No Se./ � ) - R . ' �O d S'!rD w nu Pei-0 t}I•aa acl SC'ta . REVIEWED BY THIS REPORT IS CONSIDERED • - ELIMINARY AND SUBJECT TO CHANGE PEN W REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be tra milted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6i99) _.„.,..,.wo .nnws - nau.,wtrnr. ... . M . s . t. * "I'lv ...y.: M'.1. ^ {5•t --"�i {..)� �'. .�, .7K1?!.g1*1+'2+t 1 z 1 III re I _1U 00 W = H • )L 0 u- Q _ • ° � z = I- w I- U • o N O tr— w ui • U ,z w U= z /CONCRETE ASTM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE_) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 REPORT NO. * e../ C 0 AME 4eAle,e072,,e zrzmi ,6 B PROJECT NO. 0 fig • / Rb7s p /2_30/ 'Tukard.A /A/ 7: g4c91 9u/Z 241/1 }— PAGE (Includes Test Reports) 'L OF 7 DATE 9. --8-- FIELD DATA BATCH DATA SUPPLIER s• -roA/eLroY ecMt,, TYPE OF CEMENT —Z MIX NUMBER ('a - WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 16 2 6 47 CEMENT (LBS.) 4 4/0b TRUCK NUMBER y63 FLY ASH (LBS.) 76 * BATCH SIZE, YD / t7 COARSE AGG. (LBS.) 7/ ( Ct/ Z4t- TOTAL PLACED /9 OF _/5__YDS COARSE AGG. (LBS.) WATER ADDED, GALS. 43 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) / L/ 4* DRUM REVOLUTIONS WATER (LBS.) ..2.5 16- BATCH TIME /,,1;6/ AIR ENTRAINMENT SAMPLE TIME / ./S ADMIXTURE NO. 1 .fe10A5ei LI 7. C2— FINISH TIME 1=14) ADMIXTURE0V, to ^ 6l , / c a - cg 6•1 SAMPLE AND TEST DATA SAMPLE SET .I OF Z_ LABORATORY SET # � I.D. # S-1 ( / SAMPLE LOCATION: DESIGN STRENGTH 3000 PSI @ 28 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 28, 28 4/ _ C6;2 ) SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) n • // SPECIMEN (NOJSIZE/TYPE) DATE SAMPLED Q _8 _ o AMBIENT TEMP. ° F 76 �^ DATE RECEIVED l _ 9"..0Q SAMPLE TEMP (ASTM C -1064) 8i CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note sp tut methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland .Washington 98034 Fax (425) 821 -3914 ftt TEST REPORT AG19378 (Rev.6/99) AGRA FIELD REPRESENTATIV SAMPLE STORAGE LOCATION AND COMMENTS REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE { tf4G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. .�.. �... -a »... .... n. "r:���°.;w;. -,�.v; �, ,. • .5,r..?;'":• ^ sq:m'i:!.» -m z 1 rx W 0 W� W 2 QQ I d . FW Z � F- 0 Z F- W W 0 C 0 - F- . W W I F- H O 1j Z W U = O~ Z PROJECT NAM ��// � � /e. ��.. y� a a l//`s � , /y �� PROJECT NO. z7 q,0/.,j17f REPORT NO. 4 8 '� . )<ot jf- C- ADDRESS / / - 1 TT / ((( /// r Goh ! Pf� ictr....... • W V T Al DAT F / G o Ctrs .r Se--- 4e7 /efAr / q /s,c , s2 'F6/V . 3 7--Sj. COA zeeS ,'Io.,c-9 V41- Pawl° em.4 asiomooftilitge Afro. CLIEN A/ f--1-- 4.1 I E PA E(i Tatgspo OF C STRUCTURAL ENGINEER /(, AGRA PROJECT MANAGER/PHONE NO. 1 4 E 9 s 4 ; 4- >e---/2 -- ARCHITECT `��� frr To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in conformance with the approved and specifications. ❑ No ❑ Deficiency Corrected - Report No. A IELD REPRE S�A� R NO . ,4 . CONTRACT() TYP FIN PECTION ga.MEWINSPECTION ❑ RE•INSPECTION : • . :, k: -' CW vCie 0,7' 7,07-. zq c2 rit 7/ \ C - /e7A .. 7 747° re / --O) ,.So ,12 Ct2A/C Afix 43 f2 07 7; L1,0 ,r 4 - utS 0, 7-bv - (C1) /' / x 'sG ,- -2,6 4 C./ >ii/'' v r C, C ..6 . 4 .r — 'w124 am "i / it,/ s V -rieed 7 -z9 4/ C:Cvsl , /W-eti-.4 o Ctrs .r Se--- 4e7 /efAr / q /s,c , s2 'F6/V . 3 7--Sj. COA zeeS ,'Io.,c-9 V41- Pawl° em.4 asiomooftilitge Afro. %C/f CQAIet'94 A/ f--1-- 4.1 I SAMPLE§ OBTAINED (NOJSIZE/TYPE) 4 ; 4- >e---/2 -- SUMMARY _ To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in conformance with the approved and specifications. ❑ No ❑ Deficiency Corrected - Report No. general plans AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^d Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax • (425) 821 -3914 AGRA FIELD R RESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE • REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Ray.6/99) w.CMT. =" ..nlu•.. !!fah /'tn T'. Nl' 1'^ S hD"` 5; a Lt . 4 m ; . ,iYtd! � ,1i l . � Y'.'(:LY,` s� z ~ w D 00 W H N LL w L Q I w z � w w U� O l- w I O W Z U 0 � Z FIELD; DATA BATCH DATA SUPPLIER /? TYPE OF CEMENT ; `TEST DATA ACTUAL MIX NUMBER S /'"i _ L WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER �3 / 2, CEMENT (LBS.) 391 DATE A� �) 1 /r/ c'3J TRUCK NUMBER 40, FLY ASH (LBS.) 70 70 BATCH SIZE, YD /O COARSE AGG. (LBS.) 7r� /?2/ / 9/Z- TOTAL PLACED el OF YDS COARSE AGG. (LBS.) UNIT WEIGHT (ASTM C -138) WATER ADDED, GALS. - COARSE AGG. (LBS.) YIELD (ASTM C -138) ALLOWABLE WATER, GALS. 6 FINE AGG. (LBS.) taia J 44-igiCII,C, Z-4 DRUM REVOLUTIONS WATER (LBS.) E BATCH TIME /Z • O AIR ENTRAINMENT SAMPLE TIME (2. ,r ADMIXTURE NO. 1 4 � , /C9. er FINISH TIME ADMIXTURE NO. 2 SAMPLE;AND TEST DATA ; 5 SET NUMBER: / 5- 7 SAMPLE LOCATION: 956' C #, 2- - -. DESIGN STRENGTH 3, SI as DAYS ; `TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) 7 24 gs,_ SLUMP (ASTM C -143) 3 '7`/ SPECIMEN (NOJSIZE/TYPE) 'q r;.-/ AIR CONT. (ASTM C -173/C -231) DATE A� �) 1 /r/ c'3J DATE SAMPLED / Z •� AMBIENT TEMP °F � 7 DATE RECEIVED 9 - / -� SAMPLE TEMP (ASTM C -1064) 72 CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from Indicated CONCRETE ASTM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 NAME -EYo E r /z- xi e PROJECT NO. 0_ct(A, I36 =C) ADD 2 7 -Xtr "!/ ' REPORT NO. 6,b*---- PAGE (Includes port) 20F CLIENT DATE A� �) 1 /r/ c'3J AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirklar rW85ftiggton 98034 Fax (425) 821 -3914 AGRA FIEL EPRESENTATIVE COMMENTS REVIEWED BY TEST REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE • ENDI G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be - nsmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. z H Z CI i l l QQ J U 00 U) 0 J Z F— • W W Q 2 Q LLQ d . Z � I O Z W U� 0 I- W W - U - - O 1 11 Z U o Z • AGRA Test Result ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: INTERGATE EAST II L.L.C., C/O SABEY CONSTRUCTION, INC. 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 Attn: BERNIE MARTELL Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 8/24/2000 Placement: GRADE BEAM A @ 3 TO 2.3. Strength (f'c): Required : 3000 psi @ Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 348 Ticket #: 160305 Plant #: - Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 2:55 Sample Time: 3:20 Finish Time: 3:35 Spec ID # ID 8596 A B C D Date Age Date Rec'd Tested (days) 8/25/2000 8/31/2000 7 8/25/2000 9/21/2000 28 8/25/2000 9/21/2000 28 8/25/2000 28 Days Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Contractor: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: October 3, 2000 0 -91 M- 13675 -0 Inspector: TRACY WATSON Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #1, SET 1. AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6918 Tel (425) 820-4669 Fax (425) 821 -3914 INTER -GATE EAST II BUILDINGS A 12401 EAST MARGINAL WAY 099 -0438 TIMOTHY R. HYDEN N/A N/A N/A Actual Specs. Slump (inches) ASTM C -143: 5 N/A Air Content (1) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 75 50 -90 70 N/A Actual Area Compressive Strength Brk. Type/ % of (sq in) (lbs) (psi) Cure Req'd 28.27 86950 3080 CSP 103% 28.27 129350 4580 CSP 153% 28.27 126760 4480 CSP 149% HOLD i ttRet tl 'q u'"AhiTP'lw' •`€w? `trof `f.nRI R :I iTTO z w -JU UO u)0: 111 = ` � LL: W O w ?. N z �.. 1- z w U co : O • 0 1—: W U, Z tll U N H O z AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: INTERGATE EAST II L.L.C., C/O SABEY CONSTRUCTION, INC. 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 Attn: BERNIE MARTELL Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 8/30/1900 Placement: GRADE BEAM @ LINE 3, FROM D TO E.2. Strength (f'c): Required : 3000 psi @ 28 Days Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 367 Ticket #: 161237 Plant #: Batch Size: 9YDS Water: 5 GALS Admixture: - Time Batch Time: 10:42 Sample Time: 11:15 Finish Time: 11:30 Test Result Spec ID # ID 8636 A A. B B. C C D D Date Rec'd 8/31/1900 9/26/2000 8/31/1900 9/26/2000 9/26/2000 8/31/1900 9/26/2000 8/31/1900 Date Age Tested (days) 9/6/2000 7 7 9/27/2000 28 28 28 9/27/2000 28 Nominal Specimen Size Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Report Date: Project #: Inspector: SATNAM SINGH Actual Specs. Slump (inches) ASTM C -143: 4.5 4 Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 78 50 -90 Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT# 2, SET 2. Actual Area (sq in) 6x12x0 28.27 108490 6x12x0 28.27 160650 Compressive (Ms) 6x12x0 28.27 152870 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820 -4689 October 4, 200(TF�x (425) 821 -3914 0 -91M- 13675 -0 INTER -GATE EAST II BUILDINGS A 12401 EAST MARGINAL WAY 099 -0438 TIMOTHY R. HYDEN N/A N/A N/A 69 N/A Strength Brk. Type/ % of (psi) Cure Req'd 3840 SH 128% 5680 189% 5410 180% HOLD �•. s. �s::. uuna.• ranrnR. r= r �.p••�+^•w�+n•;^a - r. � . �Rq"` �' ���R '�"Mm:v�r.+:+.ur,�_7F:�cnm;} yea! ELF "K'tM�!'1T�4ryr/IrdM.A'N:bibf! Z • lY 6 U Q . CO to W X J H; WIL W O . g a : W � Z H O Z H W 2p O w O H; W W Hr- U. O. .Z W N H H. O Z 0 AGRA Test Result ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: INTERGATE EAST II L.L.C., C/O SABEY CONSTRUCTION, INC. 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 Attn: BERNIE MARTELL Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 9/7/2000 Placement: FOOTINGS A/2 -3; A -B /2; 8/1 -3; B -E/1. Strength (f'c): Required : 3000 psi © 28 Days Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 417 Ticket #: 162333 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 10:15 Finish Time: Spec ID # ID 8702 A B C D 9:24 Remarks: REFERENCE REPORT #GB3, SET 3. Date Rec'd 9/8/2000 9/8/2000 9/8/2000 9/8/2000 Date Tested 9/14/2000 Age (days) 7 28 28 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Nominal Specimen Size 4x8x0 Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: i! iroFYea� +C. >rrM*nwasSCa,F.xR�fm�.e n ,:,,..utMaz,Qrsazaccrne.- Contractor: Actual Area (sq in) 12.56 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Ambient Temp. ( °F): Weather: N/A Compressive (lbs) 50940 Shear, (Sh) Shear, (Co) Columnar AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980346918 Tel (425) 820 -4669 October 3, 200Tp0ax (425) 821 -3914 0-91M-13675-0 INTER -GATE EAST II BUILDINGS A 12401 EAST MARGINAL WAY 099 -0438 TIMOTHY R. HYDEN N/A N/A N/A Inspector: DALE BLISSERD Actual Specs. Slump (inches) ASTM C -143: 4 4t1 Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 70 50 -90 65 N/A Strength Brk. Type/ % of (psi) Cure Req'd 4060 SH 135% HOLD t^ krv. E3^ n^.._==+ 2a::. n emse<. ua`+,'",: r;; ps, Yrrvxt^ eb+W"*t��ttf.ait�!.4�N1.✓fr`!, • z tY w 00: too: W = cou. • Ui LLQ 21 0 H= Z �. O • W 2 U ; O N ' . H . W W O U i z ' O ~ z •AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: INTERGATE EAST II L.L.C., C/O SABEY CONSTRUCTION, INC. 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 Attn: BERNIE MARTELL Specimen Type: CONCRETE Mix and Field Data Cast Date: 9/8/2000 Placement: GRADE BEAMS F/4 AND E /5. Strength (fc): Required : 3000 psi @ 28 Time Mix ID: 4352 Supplier: STONEWAY Load #: - Truck #: 403 Ticket #: 162697 Plant #: - Batch Size: 10 YDS Water: - Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 8713 A B C D 12:01 12:45 1:00 ASTM -C39 Date Age Date Rec'd Tested (days) 9/9/2000 9/9/2000 9/9/2000 9/9/2000 Days Nominal Specimen Size 9/15/2000 7 6x12x0 28 28 Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Actual Area (sq in) 28.27 Report Date: Project #: Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar October 4, 2000 0 -91M- 13675 -0 Inspector: SATNAM SINGH Actual Slump (inches) ASTM C -143: 5 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 81 Ambient Temp. ( °F): 70 Weather: N/A Compressive Strength (lbs) (psi) 90070 3190 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820 -4669 Fax (425) 821 -3914 INTER -GATE EAST II BUILDINGS A 12401 EAST MARGINAL WAY 099 -0438 TIMOTHY R. HYDEN N/A N/A N/A Remarks: PLEASE OBSERVE SLUMP OUT OF SPEC. REFERENCE REPORT #G84, SET 18. Brk. Type/ % of Cure Req'd SH 106% HOLD Specs. 4 N/A N/A 50 -90 N/A SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports GB 6 -18 Sets 3, 18 -19, 22 09/08- 10/12/00 09/07- 09/15/00 10/20/00 10/20/00 •' AGRA ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -8918 Tel (208) 820 -4889 Fax (208) 821.3914 To: Sabey Construction, Inc. 12201 Tukwila Internation�Bl Seattle, WA 98168 . City of Tukwila Nelson - Bourdages attn: Steve Arnold S: \WORDPROC\Field Document Transmittals113000s \13625.0 Task A.wpd FIELD DOCUMENT TRANSMITTAL Date: October 20, 2000 Project Number: 0 -91 M- 13625 -0 Task A Project Name: Exodus Generator Project Manager: Tim Hyden Permit No.:1)2Q0010 NOV 0 7 2000 Attn: Mark Velasquez COMMUNITY DEVELOPMENT Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Building Department Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. 08/30 GB 2 SS Line F, bottom 4 #10 bars were unhooked into grade beam Hook into grade beam 09/08 GB 4 SS No detail for steel Provide Drawings /Details Reviewed drawings, compared to report and found to conform 10/06 GB #16 SS Incorrect reinforcing steel Requires Engineer's approval Field Report Transmittal Project Name: Exodus Generator Bunker •AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Project Name: Intergate East Generator Bunker Project Number: 0 -91 M- 13675 -0 Task A S:\WORDPROC1FIeId Document Transndttals113000s113625-0 Task A.wpd Deficiency List Project 0 -91 M- 13625 -0 Page 4 PROJECT NAME Generator Bunker Annex PROJECT NO. 0 -91 M- 13625 -0 REPORT NO. GB -6 ADDRESS 12301 Tukwila International Blvd, Tukwila PERMIT NO. D2000 -105 DATE 9 -8 -00 CLIENT Sabey WEATHER PAGE (Includes Test Reports) STRUCTURAL ENGINEER Nelson Bourdages AMEC PROJECT MANAGER/PHONE NO. Tim Hyden ARCHITECT Sabey AMEC FIELD REPRESENTATIVE/PAGER NO. Satnam Singh CONTRACTOR Sabey TYPE OF INSPECTION k NEW INSPECTION R/C ❑ RE- INSPECTION z 1 Z re W QQ JU 00. rn J W u-a co = a I- al z � I-- 0 Z l— o . 0 O D I-- w 0 L O Cu z ' O 1— z COMMENTS A EC c / /7 -�L a✓ .. L _ "eh, �e G:4 OvC, EC ' / / Q - /(/e--! n. (C ) Lbw /E r, " 8 STE //, G / � , r4 art 9/ / . /J Ccr17( I ` 2 f C. c" Ci: •.1 @ `,.,c , ' _•i,,,J./ / . 3 L ,../ E . (! /c1 C G,• /E L -`lcw H' 2 "' ? / I ; Ca L ,.,E A 74c 2. / '` .4m ./.. o.c/ c e --Ef ./� EC e A Vv. e 1.4ht- e-J d r / B-e &-ea 1 C/ , „?7_' 0 " 494" --r, es 4c ea_ 1-> r ,, /Go y g07 /E"✓e_D t< b- . r -le 7 / / _ E. a rt; P r? O V / plLJ l l L ,1 % ( � 4 Cr: ' t�vi � e l . / l.:.0 �C 4 �L. 6-6&c a2_' t ,1 / ,I 2 /• ., IJ r ,�' o ff �'Y1 r)' �'1z -?'7 c7 r, r 4L =y,: i es/ rrte ra 71 �pf f Z- �?d. -t n.. e - r 1 �. ,� -� �,r c mss. 7 r / O -. Lit-1),e e II ry} ? . V t ;, e_eti H., w'A.r/(-ef C•1 L 2::, 4 2 f JJ a / 6 C7 -, / Co -aS.7 Z' L + • .5 C , .' '� 1 '�. / C s..cL,� �� I 1 l: �.a � -.--4 � l CLC1 n t Al �/ n� � 3 ,. e2-.) � GA- e.L� IGLt-1 * 4e,.rl � 77 0 4 a A.! // - If r _ - 4y!! C N / c 1 e7 y1 L 1L.s e c / 'n. .J— - '...., to a -7 e 81/C1 !, ova !/EQ,J r,h , .1 :7 /2- O .0/.1 r c cf'rt g e G- Cc n T (17X - / c, ‘ ../). r p " 4/6'.h�' .A B ,� PROJECT NAME E /c ,e 7c,e SvA /tr c PROJECT NO. c -91/7/- /3‘7 5- REPORT NO. CAP) -# ADORESS l 7/C 3 r/C% ''C N.LJ, .S 7!/lf (c/ /!A PERMIT NO. ��c GlOe - /L> > DATE C / q. G CLIENT / i Gee �j° Ai WEATHER /� CL PAGE:m ,TestRpplf) / OF3 STRUCTURAL ENGINEER J � / A /EL. VA 13G / /i�� r ;E A AGRA PROJECT MANAGERIPHONE NO. ^f / / 77 y ` ;c /ZS) - - - /!. t'' ARCHMECT ,A,/, AGRA FIELD REPRESENTATIVE/PAGER E/PAGER NO. CONTRACTOR TYPE OF INSPECTION D /LJ NEW INSPECTION /4 /c • ❑ RE.INSPECTION •- •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122"' Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT SAMPLES OBTAINED (NOJSIZEITYPE) To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. SUMMARY ❑ Yes ❑ No reliminary Observations ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE" G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. .,, � �ctt.9�PfP!'?y�".1ti'47+1!4*.' abut: r, K , :r:,, :: v-z..». . .>rxz+.r..,:. •'- ri°, r5'*,:'" 4Y:t�;F Z J U 0 CO 0 CO w 2 g a cn I I- III Z = Z O LU ID U c o OI- 111 a i H H Z W U = O ~ Z PROJECT NAME GEA/E IuNkE',2 BZ PROJECT NO. 6 - 9/nP. 4.5.5 - 7s--p REPORT NO. # 7 GB Pet /2 /0 3 /`4 rJ L Nat y S. T4 /L (1/L4 (Includes Test Revolts) 2 OF q DATE 9 -/ 9 ._ert7 ■ •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) AGRA FIELD REPRESENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19376 (Rev. 6/99) r +istP eat *xe • COMMENTS SibAtELLt Corn coicA (if a.6 14(0 Li/i7 heig„,/ Q ,../ taca. C ccrLd ehoiQ r e Let ) q'Tt - ecala 4 C4.1/ i;wzI ° h Q baUtZ . -/ < �o -- 7 .,4� a� 6-,v. e - ,,e,,,,, e tad; -7--,...„/.-64. ,b,‘,.,/, lir — 7 - Zdy LA% . 4. -6 ‘, ■ •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) AGRA FIELD REPRESENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19376 (Rev. 6/99) r +istP eat *xe • CONCRET - 9 GROUT ASTM C -1019 MORTAR (TYPE____) ASTM C -780 CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 REPORT NO. r� c7.L) Ik PROJECT NAME mss► it /EL I9 -r e B C/it/kEie 869. PROJECT NO. 0A//!1�/$ ‘ ,2 /03 PQ G h S'. TG�(,Yf PAGE (Includes Test Reports)) 3 OF 3 DATE cf 949 --67) FIELD DATA BATCH DATA SUPPLIER S ?e ^l E w . Ar a MC , TYPE OF CEMENT MIX NUMBER L 852- A WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER /&(5s3 CEMENT (LBS.) / /SC 4; TRUCK NUMBER q1/ FLY ASH (LBS.) II 80 BATCH SIZE, YD' / COARSE AGG. (LBS.) 7/g (4145# TOTAL PLACED 6 OF /2 OYDS 3 COARSE AGG. (LBS.) WATER ADDED, GALS. / O COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. �° s FINE AGG. (LBS.) / `7 l' ' 7 DRUM REVOLUTIONS WATER (LBS.) cQ3 °.-- BATCH TIME J : G a AIR ENTRAINMENT ` t 52/ 2 o SAMPLE TIME le- ADMIXTURE NO I VA to 4 O FINISH TIME �:vb ADMIXTURE N ?/e 5 53.4 a? SAMPLE AND TEST DATA SAMPLE SET -1- OF 1 LABORATORY SET # 23 I.D. # � SAMPLE LOCATION:Cs 1 r>it E t% d --71%.1A1 'I / ( , E ef/ct../I AS �L ors et) `o ife 1 /yryC ) DESIGN STRENGTH ( PSI @ 2,8 DAYS `TEST DATA SPECIFIED JJ ACTUAL 9 TEST AGE (DAYS) Z Z8 28 f,/ SLUMP (ASTM C -143) a '" S y/ 7 SPECIMEN (NOJSIZE/TYPE) L�/_ te:e0 v J AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 4 .- / 9 .-- ern AMBIENT TEMP. ° F 7 9 DATE RECEIVED q- 2,0-00 SAMPLE TEMP. (ASTM C -1064) 9°A. CURING CONDITIONS / UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) *Note appropriate test methods if different from those Indicated AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland ingto 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTA E SAMPLE STORAGE LOCATION AND COMMENTS THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN ING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.6/99) REVIEWED BY TEST REPORT wistsvroPisave!r t Z CC ~ Z W 0 to CO 11,1 J H CO W WO QQ LL to D = I— al Z � ZO W U� D o F- W W 2 H 0 . I I O W U W O I•- Z COMMENTS AGE ,eA / A//ice o od £'c 7'6 f4 ryt ae cnna.2 !- uJlr edh eS).- /1 n Ic -Gc� . A., %/ 7 Z lar; -) : -- co @ `'Ate- I• S' A i 6 Ai y C.5" _a -1UM,, 4 C2 " W i56aq ...--ii'en 4t ,a.a 6a2,., tic O ck C f 3 a c 4/0.,1 . c f I = eo/0 lid — ' 4ek, .plc .,k 4., ,ie 6 ,,,.,/....2.....1 /e 1 4 dew . /1.44a . c G tA1 „ r,iC6M L,A1E c /O S r 71 `CLOM,/ C -I Q� £-a, blea6 144 `n a., a_ frtotAi• / 4 • mo 1 Al E /" an+ 0 '' Waal a '',3 A d Luis cl�. n u ' C o Z E ,c >e k ts- ° s -7 ,c c- tva.(c4, o, q� . 70) . Lf - e waft CL c1C9,' ! S ,- C,, 1» 0,'r�ol Q. o 9.�ct4Qi - cat' ,e Zap /I Jr �l - . an. 624 1e. cat 0o c,u4 . 3, 'e - >.1t 0� - iei:e..1 71 70 C/ & �1yj c d C l-C O 7., ....-94. ,fly, -.-4 am!. 1).111-0-0 - SAMPLES OBTAINED (NO./SIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were es •Ifl"PTattminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME E)..I6--12A ecm /,LE:4' PROJECT NO. /ASK - O -/n - /3 —e REPORT N . ( -ii ' ADDRESS P /I s - T4� /1/>CQ- PERMIT NO. ���6. - cos DATE 9 o2 / - CLIENT ���� ,e. P GN WEATHER PAGE (includes Test Reports) OF / STRUCTURAL ENGINEER A/ELSa,r,/ 6 o zap R -s de_. AGRAPROJE TMAA 77/,/ , >4€1 ARCHITECT �A4gE i; ci AGRA FIELD REPRES NTATIVE/PAGER NO. ,,A)TA S,.t/� CONTRACTOR CS Aba63 . Lcte TYPE OF INSPECTI J` /f /N EW INSPECTION Ecat �C /41,4 0 n ...4 C /NEW RE•INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA ELDREPRE ok . � /J r N ATIVE REVIEWED BY DAILY FIELD REPORT ., r THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG • 9 G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) h rw.nty4Tt..n.VIVOIPOWPOrrnrrt 141 4 °• 4 1 P .1,, o , r , r Yny - . .... .!K` nnv :nYlv.�e!fi•*.R',71t- ^�w+r.`�.M z Z W fY 2 00 W= CO IL w gr. =d „Au z = w� w U 0 22 H W H H W Z H = O~ Z PROJECT NAM5e C,Ctif RE RTNO. PROJECT NO. 4 ADDRESS . ..�...- (2(Q 5_ /t) /cu2,'/ PERMIT NO. D2000- (D5 WEATHER s Uf DATE . az 5e PAGE (includes Test Reports) I OF CUENT p4) c. STRUCTURA E GIN R ( Cbo v.. - Rot ., re) e s AGRA PROJ A : A, R/PHONE NO. � ARCHITECT G A,, A rc_k AGRAF LD SENTATIVFPAGER NO. CONTRACTOR p�� 1 p �J � T AO li' / �/� } g L I NEW INSPECTION TYPE ❑ RE- INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 r COMM ANTS . . . .. ,. 01 0'vtsi Te /� imss 0 Cc-r rr, �, o rc eD GOVIC�'cF c Q d e14-c eir / 0 .�1)rt>✓ (0,75+0 E) g �c'v� «3 fc s.) f 3 - s.)- 1_cce✓�x_s OcreD L ,4 IDS; L - fcport 4 (9s or) too e a) R t eie, iZi s itZ ic`;c Fe r' ( wte_ �r r�tst` trots fli i wt.t e- 0 rcc 20 Do Cdr I� . _- (1- 2) 7 �Pye D. Ito of 0_,)ti coltsit,w, � •t- i 135 -& rF eD 414 Tes per .51Le :1 , 1 p sph r 4-T o. k-. PIt o'rt - -b eorv\. povv f 34-Icro Aetc) c(.._5 •Fo , - )K• To / (C;tnTOr rS e)efiAtt.5 2-5 sei) To the best of our knowledge, all items inspected as noted above were F liminary Observations in general ce with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE SUMMARY REVIEWED BY DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE . END G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to b: - nsmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) l'iY,¢C�x1 . {fY„`F •'!+. h.gv, ;�brh'lsuwi ?t nr rrry.... �,�rF; °'r- 7� tiiv.,r.., .. ^r.. +� ..... . ..... .. .. ., .n. .. .. ...... ,,___;.^�+n^ .. ....:.. r: ro'! ?..: tt :�.uy �x^ J' 1'- t: r V;. 4 � 7 (,� , ':�wk2',::;n „ V';arrti'x14 z ~ z W 0 CO CO H w I d = w W° W 0 o f w - . IL Z ti O ~ Z SAMPLES OBTAINED (NOJSIZE/TYPE �,` , ( 1 (`` `T 'r *Si 2G,-Z7 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 r COMM ANTS . . . .. ,. 01 0'vtsi Te /� imss 0 Cc-r rr, �, o rc eD GOVIC�'cF c Q d e14-c eir / 0 .�1)rt>✓ (0,75+0 E) g �c'v� «3 fc s.) f 3 - s.)- 1_cce✓�x_s OcreD L ,4 IDS; L - fcport 4 (9s or) too e a) R t eie, iZi s itZ ic`;c Fe r' ( wte_ �r r�tst` trots fli i wt.t e- 0 rcc 20 Do Cdr I� . _- (1- 2) 7 �Pye D. Ito of 0_,)ti coltsit,w, � •t- i 135 -& rF eD 414 Tes per .51Le :1 , 1 p sph r 4-T o. k-. PIt o'rt - -b eorv\. povv f 34-Icro Aetc) c(.._5 •Fo , - )K• To / (C;tnTOr rS e)efiAtt.5 2-5 sei) To the best of our knowledge, all items inspected as noted above were F liminary Observations in general ce with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE SUMMARY REVIEWED BY DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE . END G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to b: - nsmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) l'iY,¢C�x1 . {fY„`F •'!+. h.gv, ;�brh'lsuwi ?t nr rrry.... �,�rF; °'r- 7� tiiv.,r.., .. ^r.. +� ..... . ..... .. .. ., .n. .. .. ...... ,,___;.^�+n^ .. ....:.. r: ro'! ?..: tt :�.uy �x^ J' 1'- t: r V;. 4 � 7 (,� , ':�wk2',::;n „ V';arrti'x14 z ~ z W 0 CO CO H w I d = w W° W 0 o f w - . IL Z ti O ~ Z ( CONCRETE ASTM C -39 GROUT A M C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PR (ecrpro h o\Lr PROJECT NO. ��K A REPORT NO. O4 � l �ti) —( .3&75-11 �� PAGE (Inductee Test Reports) DATE y 4 �j /� 2 OF Z 2, e V FIELD DATA BATCH DATA SUPPLIER 317ra 4) p4-(-1 I TYPE OF CEMENT MIX NUMBER 1 5"^ Z WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER (b S 3) 3 CEMENT (LBS.) 14, 517 f. 9 TRUCK NUMBER (, 3 7 FLY ASH (LBS.) 46 Q 79 BATCH SIZE, YD3 9 COARSE AGG. (LBS.) 11 2 - /'2, TOTAL PLACED lb OF z rT YDS COARSE AGG. (LBS.) WATER ADDED, GALS. „-p-- COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 4 Pr FINE AGG. (LBS.) I 4 2-3 17 2- DRUM REVOLUTIONS ^- WATER (LBS.) Z 30 Z 7-7 BATCH TIME 13 1 3 AIR ENTRAINMENT SAMPLE TIME ii-1.5 -,/ ADMIXTURE NO. 1, RI"- FINISH TIME 1 Z j 0 ADMIXTURE NO. 2 w f) 21- Z Z( -2---' SAMPLE AND TEST DATA SAMPLE SET L OF / LABORATORY SET # zZe I.D. # q S 7 SAMPLE LOCATION: DESIGN STRENGTH 4v___ PSI q1/21rb DAYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 - — - - - h SLUMP (ASTM C -143) s!( 7" f ,J/ r,Q� SPECIMEN (NOJSIZE/TYPE) (a-� Y`ye , �1/ ��VV AIR CONT. (ASTM C -173/C -231) — ` �_ DATE SAMPLED 2,2- 2f-C -P AMBIENT TEMP °F --� -° DATE RECEIVED 9- a 3- 00 SAMPLE TEMP (ASTM C -1064) 504 = -9(.7° 63° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) -. HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods It different from those Indicated 4 AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Wigton 98034 Fax (425) 821 -3914 /I . AG FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG This report is provided solely for the information of our client. This report is not intended t without written permission of AGRA Earth and Environmental, Inc. AG1937e (Rev.6r99) IN.79i!3rYh"4Yf�'1'f'RP�i .c r:.$:'"', S�: R'' t^ i> 15:.;^;' ^'. .vn�- .n,,....o rn::�- .vr;vq-- .,ynr -. 3 1,i *, * TEST REPORT REVIEWED BY G REVIEW BY OUR PROJECT MANAGER smitted to a third party by any means, except in full, ;;T. ?`<i'•'- +„i» 3'Yxirra my z ~W U co 0 W = W • O L a =a I..W Z � ZO • Lu O • - 0 Ill 'Li H L I O .. Z W = O Z SAMPLE STORAGE LOCATION AND COMMENTS C1)V \tr, ror err) €) ,pox �r I &AIie of 5O -/' /'b1 ri/ 2.cr � 74 3 r 0 Gy- � 4 AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Wigton 98034 Fax (425) 821 -3914 /I . AG FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG This report is provided solely for the information of our client. This report is not intended t without written permission of AGRA Earth and Environmental, Inc. AG1937e (Rev.6r99) IN.79i!3rYh"4Yf�'1'f'RP�i .c r:.$:'"', S�: R'' t^ i> 15:.;^;' ^'. .vn�- .n,,....o rn::�- .vr;vq-- .,ynr -. 3 1,i *, * TEST REPORT REVIEWED BY G REVIEW BY OUR PROJECT MANAGER smitted to a third party by any means, except in full, ;;T. ?`<i'•'- +„i» 3'Yxirra my z ~W U co 0 W = W • O L a =a I..W Z � ZO • Lu O • - 0 Ill 'Li H L I O .. Z W = O Z PROJECT NAME � tie o hl Z k e t PROJECT NO. 07/ V367r - - e REPORT NO. G6 i ,b ADDRESS / ,' /o3 �C. AL y S 12; • i w..' PERMIT NO. P2000 - b3 DATE 2 .25-o9 CLIENT C �C 1 7 WEATHER G 4r•V PAGE (includes Test Reports) / OF / STRUCTURAL ENGIN ER J %/e /ow- 800 t AGRA PROJECT MANAGEPJPHONE NO. % # c•. YZo - WW9 ARCHITECT ie y Corp AGRA FIELD R RESENTATIVEJPAGER NO. ,,, -/ C /„ /' yz.,s -71e ArY TYPE OF INSPECTION �i -NEW INSPECTION / _ILy_, 0/ 1 __ / ❑ RE-INSPECTION CONTRACTOR //__ / 2 _.....4),, _.....4),, ( / .. . COMMENTS ` .. // // . ..46-6( 6.6 i 4 4 ,iKret4v e, 4.-dr." ...4.7 — ( of. f,''� cs /epfes4f i // , 1i 7 ,"';i7,..' 70 a*, c kir., 4 611e- /o-. - y es..y -0 di i4.f c✓rs v9 // E 'L op„-,,,v 4.te 0? -3) t.,,.o% 4 c.4.c./ / s/e / � /y 4 c7e / �� b • / � /v/�✓T / /7t � /��!!rn C rOK 4 L�S:a►Crr ��'C'iC/ rf� � ��Q� G 1 ° / / .5 I ,,,, /- /ICJ cg ,...,em-:, saw' ' 4 'M f*. �r // W, �1 z — `t % S -- ch... ! '�( - / .0 y ;Nt�. / --2 - 14_..is !-✓e,& c? cAr 4 6 4 4 A7/ / c AL . . _1d $ /r,r / TPOG� ... ;1 eT * 7 .v /t /✓ei _ 'CAA c," /e %e 7 4 GAG• � / i ce ,/ / `/ 41 � / // / c../G�ee /rwce S c'T T`c 5='L'✓e G/�/f' t'e . C TG e //a� S;Gp., Spcc ;.r7 / fish e., 4.4e. I / es. 7.474. S . 44. .C. o 1.(4 i LA --r.S 714 Gs) n C/ s M 6L G,.), 7k cr�/v✓c / ... .„44 /QlC u S s.0 s' // jG 47 ier/ 5. QC .....cx ,v?ow G jle JQ-4 5 jd/ Gc i eie 4e/e- -.-eu7 p f" /cM 4, 41/CDfKG,'c? CJ'^ L c(J/^ 7 I. Ad.. . SAMPLES OBTAINED (NO/SIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were 7Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE F.Per`� O!PA..,M V' drAr i'• Fai•T f�... ;YyP1.4 IRtTr•fifs tec yYrY ^'.4:. +r.p.....�.�..t..•y .. >yr THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE DIN REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 699) '5 DAILY FIELD REPORT REVIEWED BY : c,• h''' yt r!:!:rMe?rx {•aa >;v,•nr�.._�:�f :�; sY,?';.yr1. °tt atnv2T•G= �:r.T.�: • :,. COMMENTS ._.,,:=;,;-;:,W ,. . 0...--\ ..c `,-(.... i fie , V ev .6--. lAiNe.- %)e) ' \ 0 c..4.9 1 Co Aciz\-e REPORTNO. TEj 6,R-j/ X-27 -00 PAGE (include' e Test Reports) T / OF 2 C. CT_ P vic.,1\ 5 0..., r -9,0,,, 2.e -40 2- ) EE 3.1 40 I )(Q.- -to C. 5 (0 7 F to 2 7 ' ii4 r; ed . a A! • J a _ Ais IIIMIL9TWA111.741WPIIIIIrIftcm %twit Ems aq. 44 9,e, 44 eri R P.A.ca/r ; A site\ tr„)c,. g ( i A 42. fre.c.,'AP A CCepic L\to e.r --r k, c„.. fe p (...,,As 4:3 " 3 s 0, c. g z , e.7)--, 0, s , 5/, )", e)0....., fs -t. e,oKi g c.) ke c .e. 5 L zo.i / Pe." SN )co..74.\..10,ac 0 i spc,,, k CJ. V io)S e5C-- S V 0 A' IA.); i II": ,e, . 4 /R5 - Z -A v bne ./..... ipo "trt-ic-( 6 ,t c /A Co, 50 \ i c544 t 41 ICA CC-C._ C 9//V 7 eC4...ii : es I ,(3 d ) 6/6) / TYPE OF INSPEnpy Ar,„klEW INSPECTION r sIC 0 RE-INSPECTION StMPLES OBTAINED (NOJSIZEITYPE) q -,‘ fi x ) 2-I ' Ze 7,0° ST SUMM V e• A Y ., To the best of our knowledge, all items inspected as noted above were Ayes 0 Preliminary in ge,mal73ricaqance with the appfplid plans and specifications. 0 No 0 Deficiency Observations Corrected - Report No. PROJECTNAME 664 e ,04o .■ A _vile, e - PROJECTNO...7ZM -A MO- 0625-0 P RMITNO. 2oc o- inci O'HiR ../. J REPORTNO. TEj 6,R-j/ X-27 -00 PAGE (include' e Test Reports) T / OF 2 ADDRESS 3 1 003 P4 C% - Ma CUENT (.-, , / y STRUCTURAL ENGINEER Keto 6 0 t) P 4C_ AGRA ROJECTPqACFVPHONENO. ARCHITECT ...c.. be. y A et % A IA FIELDREPRESENTATTV ER NO. y CONTRACTORS \ c,beV / E AC )c.- TYPE OF INSPEnpy Ar,„klEW INSPECTION r sIC 0 RE-INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 Arrgr• FIEL' REP' SENTATIVE 11 101PP. THIS PORT IS CONSIDERED PRELIMINARY AND SUBJECT TO This report is provided solely for the Information of our client. This report is not without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.699) DAILY FIELhEPORT 1111 CHANGE ' NG REVIEW BY OUR PROJECT MANAGER REVIEWED BY Intended to be transmitted to a third party by any means, except in full, • nrf,...?? ri ^0 1 r: ; Orti 'ONCRET AS -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME / C S 6erTe/4-i,, 4 P -11/ O. 13 D �-�JNI- REPORT N 8 _ � l I PAGE / 2 /Di / ,4 , S 77 i,✓, J , (indudesTut Reports) 2 OF Z DAT 6, e_ Z7 DC) FIELD DATA BATCH DATA SUPPLIER 5/ 41c, / TYPE OF CEMENT MIX NUMBER I /2 C 2 /4 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER / / ' f/ L CEMENT (LBS.) h/ v Ll S 'Z TRUCK NUMBER �/ !?/ f3 FLY ASH (LBS.) d Cj BATCH SIZE, YD3 it, COARSE AGG. (LBS.) " /96 s /9 ‘C__ TOTAL PLACED 29 OF Ja / YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. '-J COARSE AGG. (LBS.) ---- ----� ALLOWABLE WATER, GALS. / 3 FINE AGG. (LBS.) C S . /9 I ',/oP DRUM REVOLUTIONS WATER (LBS.) '23 d / 9 T BATCH TIME / ! ,' 17 AIR ENTRAINMENT SAMPLE TIME /: 2 g ADMIXTURE NO. 1 /9 /Q Aa Z <w-r /D• < Z FINISH TIME / -' c f0 ADMIXTURE NO. 2 2 /. 2 0 Z Z I. 3 o -x- SAMPLE AND TEST DATA SAMPLE SET / OF / n # F SS 7 LABORATORY SET # c2. 9 I.D. ` / /�i ‘ SAMPLE LOCATION: �il /h & / 7 2, C7 +0-2_ I. 2 ` e F -) E&. 3.) + .1 2„)1 S DESIGN STRENGTH yQgp PSI @Ze3 DAYS , *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 Z 8 2. 2 � nOIc) SLUMP (ASTM C -143) 6 f SPECIMEN (NOJSIZE/TYPE) L/ `/ / 2 / "C'✓t AIR CONT. (ASTM C -173/C -231) /( T DATE SAMPLED q_ 2 7 _ o AM BIENT TEMP °F 3 0 DATE RECEIVED 9 LEr,, oO SAMPLE TEMP (ASTM C -1064) 761 ° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) /(// / HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 41/7 'Note appropriate teat methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4869 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS RE Ai AF L' REPRESE ATIVE IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE P : 4!. �fiMiLn' fi,' 4' a `�C�S�E . .r ..... •. ,...,... SAMPLE STORAGE LOCATION AND COMMENTS This report is provided solely for the information of our client. This report is not intended to be transm without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.6/99) EVIEWED BY TEST REPORT VIEW BY OUR PROJECT MANAGER d to a third party by any means, except in full, ;•:• • r.4 y.,:. Y4•: yi"p"rvq z W 00 coo W 1- N LL WO II O D 0 I- W W H -- u- Z W Z - COMMENTS PROJECT NO. o - gr 44 • LZ(7 " 7friz- ON �� / & - 2 ///,97A �/.1 / //`/ c i , G/ jiv v z ' - 11 77rE c 1, c .,- ,E mil' ii7 7?Vz ‘, y'�t/ 1 irh`o 1^1 Zi 774 77-r 4 fit/ (1 V7 / A/ '' J /',i7q0,4 & fi`4 //f'�` C --4 7''c' ((C - 2-77 , 7e's / 'mac / >z'rE -C7`O PAGE(Includes Tat Reports) PAGE / OF STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. ARCHITECT AG IELDREPRE ENTATIV E/PAG ER NO. 97\ CONTRACTOR SAMPLES OBTAINED (NOJSIZERYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECTNAME������� I / ,, . /. . / gy p • PROJECT NO. o - gr 44 • LZ(7 " REPORT NO. ( a Pz ADDRESS +`, n ,. ^ Cam- PERMIT NO l' Ira , � - CLIENT WEATHER � cVC- / 7L- p��. PAGE(Includes Tat Reports) PAGE / OF STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. ARCHITECT AG IELDREPRE ENTATIV E/PAG ER NO. 97\ CONTRACTOR TYP FINSPECTION ❑ NEW INSPECTION ... i � ❑ RE- INSPECTION / Y ❑ RE- INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA Fl = D REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE DAILY FIELD REPORT REVIEWED BY ING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to b- ransmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) I ffiCm oletstreeetee MIAMI '.1/00 /4:.( 'oesVerf,r,rieowto!,frvrCe i,- Aw,- .f„Y!1 eel ("fpfem- ,,,. }r,wrn�.,..e .. 2. rm.,, ,,,,,.., Wn'.A^'M..vt'tow ..e1 r.iP.tn?,1 ?r:RG'F31: N.!Yt' }'4N544} « 4.N'evlitph..j PROJECT NAME A V .,......, —r`7� o l low ; � • • ,I PROJECT NO. REPORT NO. ADDRESS C �� . S • J2 I b 3 p�.�: �; `� L ) (IJA * , SC P\c...c.e 30 co . y .r s M N� �' / D OATE� 1 cpJ CLIENT , Iti il/ c50 ILc ie c i e e 42 n ca � Cl fi / 0)4 � � i r� oz c " v ,M -e \ (J► f J WEATHER / ■ ' v' JA. b r PAGEIincludesTeatRupon OF STRUCTU NGINEER y .-G -6,s . SUMMARY To the best of our knowledge, all items inspected as noted above were jii<Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AGRA PROJECT MA GEPIPHONE 77,ri hydl..t AGE IELD REPRESENTA E/PAGER NO. NO. ARCHITECT / A ( �� CONTRACTOR l"1 A 6 EY / 6 A' TYPE FT ❑ RE N COMMENTS A V .,......, —r`7� o l low ; � • • ,I -e‘ GIP (A)411S c. L) -/ 6 6 �o 3 ' T o.F ) TA L` S j ro ^., A A o r) ;T Co 1 v,.n ......s @, C 4 v► 1' J l `_ :`').e 'tags PA .efit- 2 - C0)0 0 fv‘✓. s p \oe y Dc, 1 0 .7"\" 2c4- c O 'QeklaL fir, ,:e.) _ l'^'�D 1-- - -. eS. 1JtcVkNPuIL 2b , SC P\c...c.e 30 co . y .r s cTon too.. C p_ nClc - Pet (x t8 52_ e) 7 ... Tiocti , Ce"..7( / "re_ OA _5 p c3 c50 ILc ie c i e e 42 n ca � Cl fi / 0)4 � � i r� oz c " v ,M -e \ (J► f J SAMPLES OBTAINED (NOJSIZE/TYPE) 7-;:.5 /— 14 "x ` 1' .c, C ✓Gk ± S -B e. vYIG✓7.__S . SUMMARY To the best of our knowledge, all items inspected as noted above were jii<Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 — AGRA FIELD - ' RE • • - IVE DAILY FIELD REPORT REVIEWED BY .... ,�.. ,... ^ �. v. rpr.' y' nrtgynr r �r Nrfl•.. w. x .r: >'ud4Xr= �ur�r:rtraQ�' THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEN VIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.N99) -..^ •l.v'V:.t>."� ^i Z W Q om Q ' J O 0 CO W = �-- � LL W 0 LL z d . I- w Z � Z W W 0 o 1- w �� I I 0 W Z U= P 1- z CRETE ASTM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 ^PQaE hd ■♦ G ■S e 1 - / PROJECT NO. — L7 I - 7-s .. PAGE (includes Test Reports) OF ' 2 Z REPORT NO. (nib DATE, 4Y —>f) o , FIELD DATA BATCH DATA SUPPLIER 31 1.0e, N / TYPE OF CEMENT ZT MIX NUMBER I-0I-052_ 1 BS WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER / ` /Ll CEMENT (LBS.) lic-o '"7 TRUCK NUMBER 355 FLY ASH (LBS.) C) BATCH SIZE, YD S i � OF3Q YDS' COARSE AGG. (LBS.) Vii COARSE AGG. (LBS.) / 2 -- TOTAL PLACED - ---- WATER ADDED, GALS. Itp COARSE AGG. (LBS.) .�-- ALLOWABLE WATER, GALS. / f / FINE AGG. (LBS.) C iy0 -7 DRUM REVOLUTIONS WATER (LBS.) 2 3 BATCH TIME n-'57 AIR ENTRAINMENT _.�-- SAMPLE TIME l :2 ADMIXTURE NO. 1 4/!/1 64 222 z FINISH TIME '2 :0 v ADMIXTURE NO. 2 _ SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET #� 1 .# ' 0 2 D____ SAMPLE LOCATION: DESIGN STRENGTH y PSI @ 2 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) .2 2' 29 � `d / ft n _ SLUMP (ASTM C -'143) _c//2- � � Ain— 6S c) SPECIMEN (NOJSIZE/TYPE) ,., ��(/ /2 / AIR CONT. (ASTM C -173/C -231) DATE SAMPLED _Z8 -v AMBIENT TEMP °F DATE RECEIVED q - - SAMPLE TEMP. (ASTM C -1064) '7 G CURING CONDITIONS UNIT WEIGHT (ASTM C -138) /t/ /T HIGH/LOW TEMPERATURES YIELD (ASTM C -138) - /f'//4/ 'Note appropriate test methods If different from those Indicated ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA SAMPLE STORAGE LOCATION AND COMMENTS Fl a REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDI"[7 ' VIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, 'ithout written permission of AGRA Earth and Environmental, Inc. 9378 (Rev.6/99) "At91Si U:^^?i TEST REPORT ... •h..?' t;.. rrq.. Yu: a> rpS*. arnv„ 1'%f �o-....,. n�. KrK. M :rowY75.n7nKU , ./V , IyV, , ,,,.4d, Z Z (Y ILl QQ J U 0 fn LLI J = H CO LL W gQ I I— W Z � ZI- U • � O -, O f- W H- LL O lll U= 0 Z COMMENTS - . .... . ... -; . Agq EL_ (9 (As ( it_ - fro cns eLr s [,4 ovl. w-ac c�vvCrC�- ff*Lcrki4r Df P l Cf-TQr' t7rlrO lLek,� ,SD�,*h. ��. . Do`vr5 C" 7 i-4 � .l ; w iw K r crA-J IL re 6-9„. 6 a ©v� r �tJ -N e J . II f � : 1, � +L t . t✓!� t - L „1-r tD t 2 ON C !nre r E44-c -LL LA-44-11 lop AkV L) bDh'i wl ( t/3 -rJ Zoi rgyp (_1 tit DI ?i (4' S pei po-N3 ;4W 6, CL5 Or 31 Z C_ 44f t `S j4-t i ¥ 1''.` _44(i4ivCC > p WEATH qc_ PAGE (includes Test Reports) / OF STRUCTLI�7AL r e 9/1iGfe' i, �vl1, — 3 1 ,00k24 1,1-14, L)t 41 e..Cti, v'i bf, e) NGINEE `1 AMPLE BTAI ED IZEFTYPE SAMPLES N O (OJS ) t4 gro ir 4) SUMMARY To the best of our in general conformance knowledge, all items inspected as noted above were 11 Yes ❑ Preliminary Observations with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAM p C"erte,' +roi hailLr' PROJECT NO. 9714 -136 -D REPORT NO. Gc51 IG DATE 0304TVI., ADDRESS -� 2- -: J � 40.1 Ti $.. �- // &VA./ / rJk_ki `,4 PERMIT NO. j Do y-5" CLIENT 3 A WEATH qc_ PAGE (includes Test Reports) / OF STRUCTLI�7AL NGINEE `1 - � 0� °c A GRAPROJECTMAI4GER/PHONENO. 1/rh fi lei/L ARCHIT T 51 ul AGRA FIELD REP SENTATNE/PAGER NO. Q{4vF dt CONT � 4kx ki O TYPE OF INSPECTION B "-NEW INSPECTION 1 ❑ RE-INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 PRESENTATIVE DAILY FIELD REPORT REVIEWED BY c‘ THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.699) k n, , f,,xvrR AC+'4 ;7tatr1z 9krtmMt add' 9!,+rY i". 1M9!5;t? <t1 , thr txa;rw.rv+.`i`rrs z re al 6 00 W I H WO 2 1 Q = a W W W U O N O F- W F u. O u U= 0 F- z NRIfitt ASTM C -39 N, GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 L°v1r. &vATTOr b c v.-er PROJECT NO. O it / L?k75 - D REPORT NO. t CDb14 PAGE (Includes Test Reports) DATE 2 OF z_._ /0 S ~D FIELD DATA BATCH DATA SUPPLIER 670 il.e4.0 4 l TYPE OF CEMENT ) f MIX NUMBER '.035--s WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER )67039 CEMENT (LBS.) 4,51) L(S / TRUCK NUMBER 3 3-7 FLY ASH (LBS.) 9) 0 SC / BATCH SIZE, YD' (O COARSE AGG. (LBS.) J 92.o 152'6 TOTAL PLACED 45 /y!? YDS COARSE AGG. (LBS.) WATER ADDED, GALS. JD COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 23 FINE AGG. (LBS.) / Z 133 (, DRUM REVOLUTIONS 3 vvt. A,, ►rte WATER (LBS.) .Z L f O 2 0 BATCH TIME 179f 3 AIR ENTRAINMENT 517 a -L 5.- 7 o L SAMPLE TIME 0 ?S70 ADMIXTURE NO. 1 2 2J o z. 2. / 0 - FINISH TIME WO Z.'-- ADMIXTURE NO. 2 SAMPLE AND TEST DATA / SAMPLE SET / OF / 2 LABORATORY SET # . �CQ I.D.# / 6 SAMPLE LOCATION: Cxu t,� 1 r rho vv . LJ . co five r v9 rc A DESIGN STRENGTH 4-1/ PSI @ 29, DAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 - Z � �.2 hi SLUMP (ASTM C -143) it f 5 1 2.; f SPECIMEN (NOJSIZE/TYPE) C r0 1c ( Zy AIR CONT. (ASTM C -173/C -231) 6 0 DATE SAMPLED O3 - CO AMBIENT TEMP °F .� ,`,"-° DATE RECEIVED JO ^ 4 / pv SAMPLE TEMP (ASTM C -1064) 5 '.--70 6)5 c� CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from thaw Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 SAMPLE STORAGE LOCATION AND COMMENTS Acj1R9$�LD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO This report is provided solely for the information of our client. This report is not without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev. 8/99) .em. owavortetkA IL919 %1TAM.t 111TOLY/:m. ^.al toL r .'1:!•:<.:.r� CHANGE PEN a EVIEW BY OUR PROJECT MANAGER intended to be transmitted to a third party by any means, except in full, EVIEWED BY TEST REPORT COMMENTS tai sire Al' Ims r ' 2./e- ,L.42p , ,.-fr ..36-_ ?u,, a- 'fa `1.44e..6.,merrl-sT og c'r�eS e),./ J -,-dam S1-`7,0 - $ETtJ l -•.br y 4 ' le fgdr4 2 57, r L 4 . • �/< .c-e s A /-V 4t A .6) '!3 f� (-4 s.... r ta..Ll 44- s z. J4,r�t= 64P5 ( f / ft 0 . . I ff 1 - eO 47c -#a.c- i 1 _ t Ze ,„45 n L S r - a.. 4 /ri • y c., 11SC -3 ' 24- refs,, 4.-6 Are-c c.6 i. 62o.Af-jai4 A - digs f $ 1 " /z ` r'�4• . �rzc s ,srrr.«�,tl� . r AGRA PROJECT NO. I'-. giyhe ARCHITECT tSigy t'�TL.�. AGRA FIELD REPRESENTATIVE/PAGER NO. C,i U 1"4 -& (6...31C4. CONTRACTOR / /� 5 466. Cipx -P TYPE OF INSPECTION ,NEW INSPECTION fr f c ❑ RE•INSPECTION SAMPL S OBTAINED NOJSIZE/TYPE) i h / SUMMARY To the best of our knowledge, all items ins d as noted above were Yes ❑ Preliminary Observations in general conformanc�ivith the 9pprov tans and specifications. ❑ o ❑ Deficiency Corrected - Report No. PROJECT NAME &62164443t, eX Z e Ahede / 4 _41 )..1J- PROJECT NO. t 1N -IWill 3 -•() PERMIT NO. REPORT NO. G s DATE /o G —Zoo 0 ADDRESS ' { f, c_ - / y r4,.) 4..e 04 CLIENT / gam/ C� . WEATHER C _ doe" 4- PAGE (incIudes Test Reports) ( OF 'L STRUCTURAL ENGINEER / /� 7 0 41r* Y 6( I f -I / 17P -0 we AGRA PROJECT NO. I'-. giyhe ARCHITECT tSigy t'�TL.�. AGRA FIELD REPRESENTATIVE/PAGER NO. C,i U 1"4 -& (6...31C4. CONTRACTOR / /� 5 466. Cipx -P TYPE OF INSPECTION ,NEW INSPECTION fr f c ❑ RE•INSPECTION AGRA ' ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4889 Kirkland, Washington 98034 Fax (425) 821 -3914 4.'- ''�somc� THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDI REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rey. 6/99) DAILY FIELD REPORT c f z • c4 2 U w 1- w 2 g Q = I— al Z = ZO uj 0 0 1_ w I I - 0 wco U I , O z /ONC' ASTM C - 3 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 ME L— � —fa( 441 & /&4)/,..... PROJECT NO. REPORT NO. 402.-- % .s ��at)/ 44.„) a PAGE (Includes Test Reports) 7.-- OF Z DATE (p - ( - �po 0 , FIELD DATA BATCH DATA SUPPLIER CrhAlete.441,7 TYPE OF CEMENT % MIX NUMBER CS WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER ,iG 140 $ S CEMENT (LBS.) `f' 4 ci 9 TRUCK NUMBER yz 5 f FLY ASH (LBS.) ea cre BATCH SIZE, YD /0 COARSE AGG. (LBS.) 74 ` ( Gl ` g 't t,( TOTAL PLACED WATER ADDED, GALS. /0 OF YDS COARSE AGG. (LBS.) COARSE AGG. (LBS.) — --.- -� , - ALLOWABLE WATER, GALS. 21 FINE AGG. (LBS.) i ZS i - 4 3 DRUM REVOLUTIONS 30 WATER (LBS.) 24o LI - L BATCH TIME `; y / f AIR ENTRAINMENL _ _ . _ L Z s -C oz S.(007 SAMPLE TIME 7 , S'p ADMIXTURE NO. 1 L,)2 D4 (o* 24 - Z o L Z,! - 2 et/- FINISH TIME S s p C" ADMIXTURE NO. 2 — SAMPLE AND TEST DATA SAMPLE SET OF 1 y �� - LABORATORY SET # �i 1 D. • r; '''''%...... � SAMPLE LOCATION: S .O- C % r, k s,. / S S 4r- Fite., Tb c DESIGN STRENGTH e)00 PSI ®x$ DAYS 1 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) -, 4 1 4- 4/,�bP,.d - , r SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) r' / r. 3 - S ' (0 4 SPECIMEN (NOJSIZEITYPE) DATE SAMPLED le ,( _ Zoo 0 AMBIENT TEMP °F gib ' DATE RECEIVED /0 7_ zoo 0 SAMPLE TEMP (ASTM C -1064) c e- (O a, L T 0 CURING CONDITIONS U % ts ,Ldp UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES — YIELD (ASTM C -138) i 'Note sppropriste test methods If different from those Indicated 1 l AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS REPORT IS AGRA SIDE ENTATIVE REVIEWED BY TEST REPORT PRELIMINARY AND SUBJECT TO CHANGE I E14 DING REVIEW BY OUR PROJECT MANAGER This report is provided solely for information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.8199) ramie n. x^. .r . ..... .. % .. , ....e, s44, 4. .r } ^!grp,t,'gsi4 cr Z W a' UO co O co 'Li W 2 QQ = a I- W Z ZO W W U� O O H W U IL W Z 0 - I O~ Z SAMPLE STORAGE LOCATION AND COMMENTS ef 4,-4112Cf---C u, et` ate- p4,,.c- i ,c.d Oil crw4.- ,i 1/ 7 1 l AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS REPORT IS AGRA SIDE ENTATIVE REVIEWED BY TEST REPORT PRELIMINARY AND SUBJECT TO CHANGE I E14 DING REVIEW BY OUR PROJECT MANAGER This report is provided solely for information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.8199) ramie n. x^. .r . ..... .. % .. , ....e, s44, 4. .r } ^!grp,t,'gsi4 cr Z W a' UO co O co 'Li W 2 QQ = a I- W Z ZO W W U� O O H W U IL W Z 0 - I O~ Z COMMENTS ftm i CLCib vy I e(2." POgni © R/ St ?G`'' A � A �tr ' S"lk cc), �ec7> 11 a A 41,u✓ 51(�ti4 t E. 1,- E v . 0-.1 f> ADDRESS PERMIT NO. .2.aoe — /OS. �' -+tigf E Po c 6 t C W co- dern2 / c?D / `i Lcal edrec, te e- Q!D " 2 ' /42.4_ �Q - I s� 4 g.4` ; LM. 41. s.#53 1 .1 , 6 CZ - � w `, etd4 �� t t / Le �u �pe� l �� 4-6, 4- "� U� C O`X_C�t/ V 4 t l— k64. 64 Q d} g 1 �ee�t, . ,02d gfr2.44-e d' • whet G) r., cc/a- utta. 7 ?el a.,. to Fl. . 71..2Q. r 42. . e4; r 4 - ictc c a4 L /D .. 4'Z £ o freadtme Citit b uck, a chat (escti Ca && C2o c ,J.,, el„ Cia, • ---pi„, k, 7e•2 D7(�e�', i ts ` "Y Ec '6 . Ak. -' lSL j ec i- ar wrIq 6-et,bde, 9ent,1 _ 'CZ ,J2-/ 4- ,Ac9 C, O — e-Qt • AMPLES OBTAINED (NOJSIZE/TYPE) f SUMMARY To the best of our knowledge all items inspected as noted above were ❑ es ❑ Preliminary Observations in general conformance with�he approved plans andpecifications.o ❑ Deficiency Corrected - Report No. PROJECT NAME EAlE gip 7c,2 8 u.+ /kkg ' PROJECT NO. o- 4//N- /�Ez -, fi REPORT NO. / '_i5 er ICv ADDRESS PERMIT NO. .2.aoe — /OS. DATE / Gfr(G.,t) CLIENT ..c AAe ./k c WEATHER cL� PAGE (inctudesTest Reports) I OF Z STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. �ist 1 (yz el 8, - 9C� ARCHITECT se13E y AZ ,. &Gi AGRA FIELDREPRESIVE/PAGE �� .r.vh� „d ' CONTRACTOR c, 7 J / A eg n 49 e- TYPE OF INSPECTION NEW INSPECTION 44.. ❑ RE-INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENT' I E g• te!7PJrer 'f, e.ORT 1OTHISItrt. , a;.gtt e,.s .r.!�v`•t:.r:r..r.., :. .. �.� REVIEWED BY • . • . rrv'.s;,: +tir?re�nnrr „r ,.,......w.;.:', r.,. �.t!x DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE E REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) z ~ r 6 0 W = !— LL. w L = CO D w z = w w U � N o '- w w I t - -- IL. z ti O~ z /CONCRETE ASTM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 TNAME L a 6 m / aiW6 - 1? Q( PROJECT NO. 49 "4//'1 - /& 7S -A REPORT NO. // Cs2. G ( /2 /03 /pct 4 11. /I L / s' 7Yi�le/LA PAGE (IndudesTest Reports) 2 OF DATE D / !kp FIELD DATA BATCH DATA SUPPLIER 5 7 oAfge lAy 6.'+te. TYPE OF CEMENT MIX NUMBER 41 85 2 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER /(7 q/8 CEMENT (LBS.) V TRUCK NUMBER 3413 FLY ASH (LBS.) it c iSo BATCH SIZE, YD3 /0 COARSE AGG. (LBS.) 7/2 qS TOTAL PLACED JO OF YDS COARSE AGG. (LBS.) WATER ADDED, GALS. Xacx.Q._ COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) / QSo 4 DRUM REVOLUTIONS WATER (LBS.) ac-Stri BATCH TIME e;/ Q /941 AIR ENTRAINMENT a I 'd ` SAMPLE TIME 3 : /5 j2 _ R DA 441 ADMIXTURE Nu 1 A644."1, 53. 3 . C © FINISH TIME a % Sre, PA' ADMIXTURE NO. 2 PQ 2 2 53.a .0 i" SAMPLE AND TEST DATA SAMPLE SET 7): OF l LABORATORY SET # �� J I.D. # 9? SAMPLE LOCATION: IN Ai c 2'n by cd i3 40 & a ,, i gAtt) f2 g alls ( 3 /1 DESIGN STRENGTH / PSI @ 2 9d DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) I 7 ZEt 2 g 141( SLUMP (ASTM C -143) If/I .S * SPECIMEN (NOJSIZE(TYPE) V _e gv) AIR CONT. (ASTM C -173/C -231) DATE SAMPLED /c)7( %� AMBIENT TEMP. °F 7 9 f' DATE RECEIVED /0 -9-O SAMPLE TEMP (ASTM C -1064) 241/4". CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland91 asbington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIV SAMPLE STORAGE LOCATION AND COMMENTS F THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE REVIEWED BY TEST REPORT REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.6/99) duels oi49..ChZf atria WS°tel? vvr.. nxr. 7 ,, T.ti,cu cy ,.�.. �re. ;:nir�w,v) ..r... Z ~ w re 6 00 J F- CO U. w 0 � j I a I w h- Z tr. ZO W W U 52 O ff W W I I- I= O W Z U I 0 1- Z COMMENTS Apeitc ,5.% si4e ek )fr A t o --( c.) fer IA.". g -Or U j .‘\t)e.i■ e: be DiG ^ t ✓L`3 ee iz:). c-- R,„ 1 , t""te-e\ » OCA/ o ,g7to F ht-��< <i--) S" 2 . j � [ 1 /A' DlG � 4.)., (.ay . :r 5'-7�� e" t\A; 5 c, ie•-. t,-.)a-c-, --- o..),, To ©.M i ekcaft Q - / f' /I ./ sS /1 ,' A4 •`,n c -- o ES�M Q. C. M act A I0.. . I e e v� s • � (:)%, ��o c� J,/,' A V\ ox k 'e t? A 1 I e l� e� c� c e% � �a , f 1 de- OAA c �� ,4/0 )I/ t Si �e �Q i-� ofn� - to acCe Ce Ic-Ie)10 (... ec. C 0 � SAMPLES OBTAINED (NOJSI ERYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were *Yes ' ✓hi'e ❑ Preliminary Observations in �� ance with the approvedpIarts and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT AME / ei WA-MP so .d.d PROJECT NO. .. II REPOR NO& ADDRESS i C \� G� J� ...1 Ai Q P RMMI -� , G�/J Q DATE / D - (• ail CUENT n 6 V WEA✓THER c c [ J� !/e��V ....0-.S' PAGE PGE(IndudesTestHeports) ENV AGRA PROJECT MANAGERIPHONE NO. ARCHITECT ^ A ^ ,/ rJp A G • . -• REPRESENTATIVEIPAi R •CONTRACTOR h C Q O v) /t) e r V /� L ) TYPE OF I TI W INSPECTION ❑ RE-INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT THI PORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG ENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full; without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6199) z re 2 W J o 0 00 W N lJ. W L d � Z = Z O I. W U o o l- W W �-o ..z 0 z 4a4:1, ...:':4 °r.- :COMMENTS .. I;y. . ... �+ n r to ecAp....M r7 y •+ -! -- "16M 4„,., �' ; �' lhy2 c/,42.1 ?S `;,/ e P /ifs QC.7 /• \ 4✓4 ] O n. J• v r _ /'s N't. 5. PERMIT NO. _ ;' o - /, 5 Sice ( ' . 44 /0-0.c. /0‘. 4e4 9 /s:, ate. Pei 49..., _Wee_ / cl.,. v tG l' s 2-3 �,. c s�S)#7 X � S :._� ADA, ,�,,. / A`f 4s tat'`v.c. / .i6,..� ,,Ifjl ce,.,,1—r. k � �� �. A , s- -/ w � /yr. X -. yea &kb. ✓1/ t.i?t C l .: i 2.7. F.7. , Y •► , ..7 .,,::J r--if: f♦v� .�/ . '14 ,4 C 3/ J .. // / / / �-��.- %� �'2R �. vim+ 1 ii 1 i 7_ 1.-"- . %•t Gam... i r...„... ...T r. y Mv„ �' ., _. A .,.. ,- ,....-,..: s-. ... Af .....5.. ,„-lez. ....d.l- /e,� A' ,�� �. ♦ .J1 J w �f �.. � L TYPE OF INSPECTION NEW INSPECTION /47/C"-- ❑ RE•INSPECTION SAMPLES OBTAINED (NOJSIZEITYPE) /set 590... p.2 SUMMARY To the best of our knowledge, all items inspected as noted above w re - Yes ❑ Preliminary Observations in general conformance with the approved plans and specificati ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME .7:4) 4 PROJECT NO. !,i�.. /36 ; ;--- REPORT NO. G 13 ( r ADDRESS /2 /03 N�,.� % LL tom- - / PERMIT NO. _ ;' o - /, 5 DATE /0 _. /2 'o CLIENT ' Cdr WEATHER WEATHER 4,0 et -t.5 I F PAGE OndudesTest Reports) / 0F2 STRUCTURAL ENGINEER` /Ue/Dr1` - 7n,,,.. C= is AGRA PROJECT MANAGER/PHONE NO. T.M. /6 92.` 7�oi -1562 ARCHITECT J e/ AGRA FIELD REPRESENTATIVE/PAGER NO. 1,,4.!_ .4..i /Ale. hi. CONTRACTOR ----• T / 1.7> L TYPE OF INSPECTION NEW INSPECTION /47/C"-- ❑ RE•INSPECTION ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^" Way, Suite 100 Tel (425) 820 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA T. _4 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEN PREVIEW REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.8199) AGRA FIE PRESENTATIVE zz Q ~ Z 6 UO CO W (A LL., . w u_-J u,D _ I— W = W O uj U � 0 o F.- wW LL o u. z . = o1- z CONCRETE -39 ROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE_) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 PR E PROJECT NO. REPORT NO. q � � I `` b 3 P L /.. ,0 5 -- G�1, Q.....--- PAGE (includes Test Reports) OF DATE /042%0 FIELD DATA BATCH DATA SUPPLIER 07U4/ / TYPE OF CEMENT MIX NUMBER lif(5 Z WEIGHTSPERYARD DESIGN ACTUAL TICKET NUMBER )G PO 6 CEMENT (LBS.) q5 ygg0 TRUCK NUMBER 3 FLY ASH (LBS.) GeD O 7 BATCH SIZE, YD3 l Q COARSE AGG. (LBS.) ig.. ' 9 29 / '13?-0 TOTAL PLACED .20 oFzexYDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. / 0 FINE AGG. (LBS.) 54ND J tf Z3 I S 0?-0 DRUM REVOLUTIONS WATER (LBS.) 2-3o L9 q- (0 BATCH TIME 7-: g5, • /.: is 'Al. m- r. 30 A AIR ENTRAINMENT ADMIXTURE NO. 1 ADMIXTURE NO. 2 L/, Z j z Z-/ 3 oz. SAMPLE TIME FINISH TIME SAMPLE AND TEST DATA SAMPLE SET i OF ( LABORATORY SET # el I.D.# 9 SAMPLE LOCATION: . - �[6tJ'r C-3 DESIGN STRENGTH (i MI CD t? DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 3. z if, zr 6 ' SLUMP (ASTM C -143) L I * / I I 5 , f SPECIMEN (NOJSIZE/TYPE) () qx 8''s AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 1 V 'l 7 - Up 1 AMBIENT TEMP. °F 5 Z o DATE RECEIVED 1 - 1 3,0 0 SAMPLE TEMP. (ASTM C -1064) 7-49 0 CURING CONDITIONS _ (j ^ b .. ' - ���+""" "� �" UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESE TAE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.6/99) SAMPLE STORAGE LOCATION AND COMMENTS REVIEWED BY TEST REPORT NDING REVIEW BY OUR PROJECT MANAGER z re ~ Z W JU 00 CO I H U) 1L W g Q W 2 v I. z Z O W ui U� O N 0 I- W W I I-- - LL O .. W = O z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 9/8/2000 Placement: GRADE BEAMS F/4 AND E /5. Strength (fc): Required : 3000 psi @ 28 Days Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 403 Ticket #: 162697 Plant #: Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 12:01 Sample Time: 12:45 Finish Time: 1:00 Test Result Spec ID # ID 8713 A B C D Date Age Date Rec'd Tested (days) 9/9/2000 9/15/2000 7 9/9/2000 10/6/2000 28 9/9/2000 10/6/2000 28 9/9/2000 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: ame October 20, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: CHRIS HEIMBIGNER Actual Slump (inches) ASTM C -143: 5 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 81 Ambient Temp. ( °F): Weather: N/A 70 Remarks: REFERENCE REPORT #GB-4, SET 18. Break Types — (Cn) Cone, (CSp) Cone _Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Specs. 4 N/A N/A 50 -90 N/A Actual Area Compressive Strength Brk. Type/ % of (sq in) (Ibs) (psi) Cure Req'd 28.27 90070 3190 SH 106% 28.27 126310 4470 SH 149% 28.27 123820 4380 SH 146% HOLD Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 9/7/2000 Placement: FOOTINGS A/2 -3, A -B/2, B/1 -3 AND B -E /1. Strength (Pc): Required : 3000 psi @ 28 Days Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 417 Ticket #: 162333 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 10:15 Finish Time: Test Result Spec ID # ID 8702 A B C D ASTM -C39 9 :24 Remarks: REFERENCE REPORT #GB -3, SET 3. Date Age Date Recd Tested (days) 9/8/2000 9/14/2000 7 9/8/2000 10/5/2000 28 9/8/2000 10/5/2000 28 9/8/2000 Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Z 1._ 00: to 0 : W = W 0. J Z O. W z �. 1-0. z 1-' uj U � .0 tn ' W W V LL ~O, • = 0 1— z • Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 9/15/2000 Placement: FOOTING @ LINE F FROM LINE 3 TO 2. Strength (fc): Required : 3000 psi © 28 Days Time Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 357 Ticket #: 164016 Plant #: Batch Size: 9 YDS Water: 5 GALS Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 8763 A B C D Distribution 2:00 2:45 3:00 Date Rec'd 9/16/2000 9/16/2000 9/16/2000 9/16/2000 Client: Yes File: Yes ASTM -C39 Remarks: REFERENCE REPORT #GB -6, SET 22. Nominal Specimen Size Date Age Tested (days) 9/22/2000 7 6x12x0 28 28 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Producer: Yes Others: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual Area (sq in) Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Ambient Temp. ( °F): Weather: N/A Compressive (Ms) 28.27 84330 ame October 20, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: SATNAM SINGH Actual 3.25 2980 78 71 HOLD Specs. 4 N/A N/A 50 -90 N/A Strength Brk. Type/ % of (psi) Cure Req'd SH 99% Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Fled Data Cast Date: 9/12/2000 Placement: FOOTING C/1.2 -2.6. Strength (rc): Required : 3000 Mix ID: 4352 Supplier: STONEWAY Load #: Truck #: 406 Ticket #: 163177 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 12:45 Finish Time: Test Result Spec ID # ID 8736 A B C D ASTM -C39 Distribution Client: Yes File: Yes psi @ 28 Days 12:04 Remarks: REFERENCE REPORT #GB -5, SET 19. Date Age Date Rec'd Tested (days) 9/13/2000 9/19/2000 7 9/13/2000 10/10/2000 28 9/13/2000 10/10/2000 28 9/13/2000 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Reviewed By Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: ame October 20, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE 02000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: GEORGE HOWARTH Actual Slump (inches) ASTM C -143: 4 Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 77 Ambient Temp. ( °F): Weather: N/A Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar 67 Specs. 4 N/A N/A 50 -90 N/A Actual Area Compressive Strength Brk. Type/ % of (sq in) (lbs) (psi) Cure Req'd 28.27 85980 3040 SH 101% 28.27 118180 4180 SH 139% 28.27 116650 4130 SH 138% HOLD ` . �• z 11-z. ~ W re 2 6 U O NO W =' J 1—, W W O. gQ to d F= Z F.. I-- O' Z H' ui M p ,O l_ = U 1— 0 ' 111 U 0'' z . ,,, .. ;: SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports GB20 -GB22 10/19- 10/24/00 11/10/00 ame 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (206) 820-4669 Fax (206) 821 -3914 To: Sabey Construction, Inc. 12201 Tukwila international Blvd Seattle, WA 98168 Attn: Mark Velasquez City of Tukwila Nelson - Bourdages attn: Steve Arnold FIELD DOCUMENT TRANSMITTAL Date: November 10, 2000 Project Number: 0 -91 M- 13625 -0 Task A Project Name: Exodus Generator Bunker Project Manager: Tim Hyden Permit No.: D2000 105 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Building Department Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. 08/30 GB #2 SS Line F, bottom 4 #10 bars were unhooked into grade beam Hook into grade beam 09/08 GB #4 SS No detail for steel Provide Drawings /Details Reviewed drawings, compared to report and found to conform 10/06 GB #16 SS Incorrect reinforcing steel Requires Engineer's approval Field Report Transmittal Project Name: Exodus Generator Bunker ame Project Name: Intergate East Generator Bunker Project Number: 0 -91 M- 13675 -0 Task A S:\WORDPR0C1FIeld Document Transmittals113000s113625.0 Task A.wpd Deficiency List Project 0 -91 M- 13625 -0 Page 4 Z & W Q W = 00 . CO Ca rn IL w O. LLQ W , Z E- O' Z O N = U` tai Z; / 0 Z Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report No. & Closure Date 10/24 GB #21 CH Slab dowels missing and epoxied into place Requires Engineer's approval Field Report Transmittal Project Name: Exodus Generator Bunker S: \WORDPROC \FIeld Document Transmiltals113000s \13625.0 Task A.wpd Project 0-91M-13625-0 Page 5 z z • W • 00. . U0 w w; J w O. <C; = w Z 1_- o U� o ui 0 H w U U 0 HI ' • • COMMENTS i7VEC ON ;9-7 77re R eQe ,f% ccF. 7x c 4W7W_Atenze 75;-z REPORT N A/Ge - - Pea4 r- A/T, cl)=19iv /ill —. 7 4e Col es /A/ c..2, 4 e/S' 777‘4 Tf1L' RL=/A/, Y2�=- iJ / "!i - 7 /200,= 7?3T/q" 'ti 'i'r4 ore ' NI 4-7 72• ESL 6.P- F - p ' W v /4 � `YJiQ ---4 i°/Z6/i JS /N\Si 'CA0/k {7 -'i' Lv,) , irk' pGri P.€0)< S x.e i o 0 PLcv CoA/c e r C,y6/� ,t j PAGE dude Reports) e OF 2 Af C,r i C.,--414 CO V •giOL -A9 }- 4 1 77'F 727r9n/NC SC 3 _Oc i s 60e7ds e• - - (9477` - thi Cb/uG2 , &cpL 7'7 . c i e° -z -9 ARCHITECT AGUFIELD E GER NO. SAMPLES OB AINEDJNOJSIZERYPE) CONTRACTORN, / /`�� == , C / SUMMARY To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. general PROJECT NAME E /Sl�iP� . AZIA/ Coe. PROJECT NO. Ci li�l V))1 o:.5-�c REPORT N 20 ADOR�$S /v 3 % � s _ C7 ' V/ ' P IT � DA TE /^ 6^ CLIEN W THER FCC/ `c v/ PAGE dude Reports) e OF 2 STRUCTURAL �ENGINEER ' /r6er t 407/r6 ' 41 AGRA PROJECT MANAGER/PHONE NO. ARCHITECT AGUFIELD E GER NO. CONTRACTORN, / /`�� == , C / TyP VTl�9fjCTION �� 0 INSPECTION RE-INSPECTION ❑ RE•INSPECTION AGRA • ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT AGRA FIEL&REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN P ND G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) • z UO CO 0 w = I— w gQ F ..w z � � z f- w w U� O N 0 U I A: '6 , z — I OF- z AGRA • ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 SAMPLE STORAGE LOCATION AND COMMENTS AGRA FI ;'D REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN This report is provided solely for the information of our client. This report is not intended to be t without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rov.6/99) NDIN mitted to a third party by any means, except in full, REVIEWED BY TEST REPORT REVIEW BY OUR PROJECT MANAGER z 1 Z CY Z tJ 0 W = H U) u. W 2 j . � = W H Z � 1- 0 Z H W 0 0 N , O I 0 F- F LO lll = O � Z PROJECT NAME I1Tt2 CD&S i -- (0 /7.... '.�,.,.,1 ex C PROJECT NO. -c; 1114-15..27- . )-- 6 PERMIT NO. REPORT NS 6 ' r / I �T IIl i: ADDRESS ',r t''i) ea-- 5 r 41 5 146/Z revo - . * 1C-lar )6-&,.... g1-2,0 t 1 ' r,.f flu, 2 Te. Z . Co 1.04-"C r S S/ C c 5va.6 JJ orJ6-:I -S 0‘ B 4 6.)41,1 . � p �T -+s, G n L 7g... 4_6.. 7!`i) G 4 / ilr0 _ ` DATE ('O -214.Z lc PAGE (k,dude,TestReports) ` OF CLIENT c , /� 7h�E/ C_ - 1 -c.... r» c exe 1,QD -r) 1 -t.. r_.s. WEATHER e l�gi STRUCTURAL ENGINEER ( _i _ 5' ptdb do.V47 4w, ale e S - ` �So. -1 am.�6'> =S AGRA PROJECT MANAGEWPHONENO. 1 t 0.... 1-ti r... ARCHITECT SUMMARY AGRA FIELD REPRES NO. CONTRACTOR ( Sis. i f G'oe.P - TYPE OF INSPECTION KNEW INSPECTION (,J 4.;C P-1.6 D , i1 "C• e i l e44k0 RE-INSPECTION COMMENTS 0 S.rg. As Bs J /�S,Lc-re" M En1-4.. pec.,L 64. fit- 5L-AG5 Pe per-AL vii P 1. ---.D S f47 €.E gureb 74. ap•tqu f AS' . ,r-r>' -e- s:Ze.7, / 4.4,,rs- t 44Th*- A• AA-Iry ed iT7 - e 7t-e-41 v„f re. 3 364‘..s sbAle- ' 2. 3 Ge r 57 /2€4044/1.-f.7-). A a.,4„.4- w� A4-e-�.3 7 3 t. 0.1. S re AE-4-4 4.-6 0.9.4. T t).rr ',r t''i) ea-- 5 r 41 5 146/Z revo - . * 1C-lar )6-&,.... g1-2,0 t 1 ' r,.f flu, 2 Te. Z . Co 1.04-"C r S S/ C c 5va.6 JJ orJ6-:I -S 0‘ B 4 6.)41,1 . � p �T -+s, G n L 7g... 4_6.. 7!`i) G 4 / ilr0 ,(.l A(o4r7f 5'o W 4. GJ6 GJA- G'r.E�1 -�ba /.cS. s- /G 3.G•.s-r. ,igGVCJ,y W r r- - ce.A -gers_ 1 r int 49-4 t e &' u r-,JG- dn.- I"? / Y - S o 87 .... e.-,r7jc.- y,.., ,Fri /ila-c- �,1G- 7,16 2:220E-l-- /O -0 " t.J, I 13.4.7I Sm.)G- 1-7 oA-i• 2A A....cr ' gam ISCk �� 1 -c.... r» c exe 1,QD -r) 1 -t.. r_.s. ! r /....6--.),,.I4. X04- -..-5) lye -104. Gt9 • - - 44.-4+ss 4 S a I. / rC.sg.- IIF-I.- , ei. Al5k, - ? - ,✓4...c-,.s - ., 5 <.f- _i _ 5' ptdb do.V47 4w, ale e S - I SAMPLES OBTAINED (NOJSIZEITYPE) 2 SUMMARY To the best of our owledge, all it s inspected as noted above were ❑ Yes ❑ Preliminary Observations in general cony ance �.uitf the pproved plans and specifications. 5i(No ❑ Deficiency Corrected — Report No. AG RA • ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 A A FIE RESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDER a PRELIMINARY AND SUBJECT TO CHANGE PENS G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) Z ~ w tY 2 0 (ri - = H LL w g Q I- w Z1.- t-0 Z ~ w 0 0 5 0H W 1-- - - lll 0- O z • COMMENTS f\ CO K) l fOr (KS Q CL T t`O Oi I C° i tA_ OrC� c x c I re ?\A tn n� e 4 \eerli-1 r 6 (2v\ � s[‘i=t-[ootn. Anne - 6_ ( r_DtL rno . (/CA"_[t^Jl taw A-gc -) re [ ■Afr)Cr ■IA.c. t,i 40c I f\15 tectD 0 ■1 2- C i Q0 A.M. 5 # 24 n, ,uFk)D f-- e . pc /A-x s 4.60 5 ev DATE 2-`� Cc.( O c� C A91441cre L AM-3 l44<0 0('01- -boow� 04,4 g-en ec rJ(1)(,4.1'er� 1 CL? t- . WEATHER WEATHER Hy4 yY PAGE (indudes Test Reports) 1 OF Z■` STR L N INEE 1 O w AG T MANAGE R/Ir}�DNENO. ARCHT T ( SAMPLES OBTAINED (NOJSIZE/TYPE) Ice 0/5 Ft , ')1.)"c/5 SUMMARY To the best of our knowledge, all items inspected as noted above were CIZ_______Yes in general conformance with the approved plans and specifications. ❑ No ❑ Preliminary Observations ❑ Deficiency Corrected — Report No. TYPE OFI P CTION �Bf1EWINSPECTION ❑ RE- INSPECTION PROJECT NAME ±- r1hrI o W t ' - - ( Or. 1 Le PROJECT NO. all i -T lr -Co REPORT NO. 2. ip 2 ADDRESS 12A2 --t Pelt-ctc t kvy J o . [ A PERMIT NO. b woo /o5 DATE 2-`� Cc.( O c� CLIENT S 1 CL? t- . WEATHER WEATHER Hy4 yY PAGE (indudes Test Reports) 1 OF Z■` STR L N INEE 1 O w AG T MANAGE R/Ir}�DNENO. ARCHT T ( i AG Ft PRES ATIVE/PAGER CONTRTTOR bi tJ S� r� S � TYPE OFI P CTION �Bf1EWINSPECTION ❑ RE- INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.E199) � - :•, ,.,- ...,:... z 00 coo w = h w 2 g< (0 d I— w Z � Z 0 ui w U� O N w 11 0 LU Z U O ~ Z /CONCRETE ASTM C -39 A GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER AST C -780 ASTM C -140 (Y.AthTbr ROJECTNAME '/�\ r NVt_ // P /� ROJECTNO. —TAS`4 PVilki � c) REPOO r N � V PAGE (includes Test Reports)) DATE qc FIELD DATA BATCH DATA SUPPLIER JTdheu, yq 4/ TYPE OF CEMENT ) MIX NUMBER 1-127c2_ WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER I 70g /g, CEMENT (LBS.) L i 5c gy, TRUCK NUMBER 362, FLY ASH (LBS.) 5c3 F/ BATCH SIZE, YD of COARSE AGG. (LBS.) C( ( Z / c i gap, TOTAL PLACED 5 OF Z S COARSE AGG. (LBS.) WATER ADDED, GALS. 1 o COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. NIA- FINE AGG. (LBS.) 1 Z (q Z DRUM REVOLUTIONS 3 tn1:4 J 4- Gf WATER (LBS.) - j 0 ..3 BATCH TIME 1430 AIR ENTRAINMENT SAMPLE TIME (5" Lt y-- (( 05 ADMIXTURE NO. 1 W QoA. ADMIXTURE NO. 2 2-1- ZL 1 ( . Z FINISH TIME SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET # 4 I.D. # 0 SAMPLE LOCATION: b otte,N ,r�1 j ra0,:p DESIGN STRENGTH i.114_ PSI © Le DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) .4i3-28 -(-f SLUMP (ASTM C -143) Li l" SPECIMEN (NOJSIZE/TYPE) b ( ( AIR CONT. (ASTM C -173/C -231) — DATE SAMPLED 2 OD AMBIENT TEMP. °F --- 61 DATE RECEIVED 10-* 2- S —DO SAMPLE TEMP. (ASTM C -1064) c?cya 6 4 / 0 CURING CONDITIONS UNIT WEIGHT (ASTM C -138) _50°_ HIGH/LOW TEMPERATURES YIELD (ASTM C -138) �'— 'Note appropriate teat methods it different from those Indicated AGRA • ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, % a s` gton 98034 Fax (425) 821 -3914 SAMPLE STORAGE LOCATION AND COMMENTS GRA LD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev. 6199) • ,• City of Tukwila Permit No$D i0e4, 1 A06 . . • RECEIVED NOV 2 0 2000 COMMUNITY DEVELOPMENT SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports GB -23 Sets 32, 36 -37, 42, 47 11/06/00 09/28- 10/14/00 11/17/00 11/17/00 e7/ri@Co 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.8918 Tel (206) 820 -4689 Fax (206) 821 -3914 To: Sabey Construction, Inc. 12201 Tukwila International Blvd Seattle, WA 98168 Attn: Mark Velasquez FIELD DOCUMENT TRANSMITTAL Date: November 17, 2000 Project Number: 0 -91 M- 13625 -0 Task A Project Name: Exodus Generator Bunker Project Manager: Tim Hyden Permit No.: D2000 105 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. City of Tukwila attn: Building Department Nelson - Bourdages attn: Steve Arnold � z ▪ w it U' c.) 0 u. cn w w O. g = d - w ; _, z � F- 0 Z t— uj ci 0 = 0: � O ,.z u F - _ ' z Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. 08/30 GB #2 SS • Line F, bottom 4 #10 bars were unhooked into grade beam Hook into grade beam Approved as is. Letter dated 11/15-00 11 -15 -00 09/08 GB #4 SS No detail for steel Provide Drawings /Details Reviewed drawings, compared to report and found to conform - 10/06 GB #16 SS Incorrect reinforcing steel Requires Engineer's approval Approved as is. Letter dated 11 -15 -00 11 -15 -00 Field Report Transmittal Project Name: Exodus Generator Bunker ame Project Name: Intergate East Generator Bunker Project Number: 0 -91 M- 13675 -0 Task A S:IWORDPR0C1FIeld Document Transmittals113000s\13625.0 Task A.wpd Deficiency List Project 0 -91M- 13625 -0 Page 4 Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report No. & Closure Date 10/24 GB #21 CH Slab dowels missing and epoxied into place Requires Engineer's approval Approved as is. Letter dated 11 -15 -00 11 -15 -00 10/31 GB #14 DB Low 28 day concrete (3770 psi) Hold for 56 day break 11/3 GB #15 CH Low 28 day concrete (3760 psi) Hold for 5 day break Field Report Transmittal Project Name: Exodus Generator Bunker Project 0 -91M- 13625 -0 Page 5 S:IWORDPROCWIeld Document Transmittals113000s113625.0 Task A.wpd z z re UO : N 0 w w . J N u_ w Q LL Q. N 3 = O . 1— w z I--0 z � uj U 0. O to CI I w W . I —o w z U N z .:..., i`. , > . COMMENTS / .:.f.,,::: A r. e. C ( t? �2A) S rn -.,o oy of rz :,--- . d rtc-e 6a1 2c..,C.2O L:).\_ c o crt- Cif JA ..02MoJ a4- 7L - q 6-t.`4 • , .>$ e �a.+�'te`d 1A,-c& .q ",., -' J .� d a e" . e .&t4„0 f lot2od a.t ?jo, ,bee7'arn,, a.,...me - D owd #;...e 4 /07/x'►,- c4 , °( . 4 % t/y 15 loolev r a. -& c .c olPwee,40 ._ . J o ?coo , ,94 fze, .i e. a- r ed d?,2„ ,/ „"rv, ,./..e.,4 0 fAx:C,L, -- 6P a/C , DATE ///&/00 PAGE (I � eTestReportn) OF t CLIENT r WEATHER r STRUCTURAL ENGIN SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NA te/AINIWkat / PROJECT NO. REPORT NO. ADDRESS 1 Z 301 . /� ` a-Q $�ipaP, P NO. f 2 noo.i O� DATE ///&/00 PAGE (I � eTestReportn) OF t CLIENT r WEATHER r STRUCTURAL ENGIN AGRA PROJECT ER/PHONE NO. l ARCHITECT AGRA FIELD REPRESS TIVE/PAGER NO 4 Q \ e fw i cLe Z. A' ` '- CONTRACTOR (7 G• 8 e C. TYPE OF INSPECTION NEW INSPECTION cLV _wool e. i ❑ REINSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 122^' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENJATIVE This report is provided solely for the information of our client. This report is not intended to without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN ING REVIEW BY OUR PROJECT MANAGER transmitted to a third party by any means, except in full, au z Z W dd � J o 00 w o' CO al J � w g a = a w . zo w La 0 0 N: 01- W 1 - z . w = 0 t- z 1 Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 9/28/00 Placement: CIP WALLS © 5 @ C.5 TO B, B © 5 TO 3 AND 4 FROM A TO B. Strength (f'c): Required : 4000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 353 Ticket #: 166414 Plant #: Batch Size: 5 YDS Water: 10 GALS Admixture: - Time Batch Time: 11:47 Sample Time: 1:25 Finish Time: 2:00 Test Result Spec ID # ID 8902 A B C D Date Age Date Rec'd Tested (days) 9/29/00 10/5/00 7 9/29/00 10/26/00 28 9/29/00 10/26/00 28 9/29/00 Distribution Client: Yes File: Yes Remarks: PLESE OBSERVE LOW AT SEVEN DAYS. REFERENCE REPORT #GB -13, SET 32. Nominal Specimen Size 6x12x0 6x12x0 6x12x0 ��GO ✓W Reviewed By Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar ame November 2, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: TRACY WATSON Actual 5.5 78 68 Specs. 5±1 N/A N/A 50 -90 N/A Actual Area Compressive Strength Brk. Type/ % of (sq in) (Ms) (psi) Cure Req'd 28.27 73380 2600 SH 65% 28.27 117120 4140 CSH 104% 28.27 112640 3980 CSH 100% HOLD .rrrIrmersc mmxgn'wwamn at,•r"Otr,PNWF:4ftritrENVO<*;fowlet .... f z W UO N0: COW. � LL W o. a LLQ rn �. = 0 . F. W Z = I— O: 1—• ut 0 O N ,01— W W` _ , U . LL �: 11J I . OH .z • ame Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/6/2000 Placement: S.O.G. BETWEEN E & F FROM 2 TO 5. Strength (f'c): Required : 4000 psi © 28 Days Time Mix ID: 4853 Supplier: STONEWAY Load #: Truck #: 424 Ticket #: 167688 Plant #: Batch Size: 10 YDS Water: 15 GALS Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 8969 A B C D Reviewed By Distribution 6:45 7:50 8:05 Vid ASTM -C39 Date Age Date Rec'd Tested (days) 10/7/2000 10/13/2000 7 10/7/2000 11/3/2000 28 10/7/2000 56 10/7/2000 56 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Nominal Specimen Size 4x8x0 4x8x0 4x8x0 4x8x0 Client: Yes File: Yes Produ er: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Shear, (Sh) Shear, (Co) Columnar November 9, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: CHRIS HEIMBIGNER Actual Slump (inches) ASTM C -143: 6 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 64 Ambient Temp. ( °F): Weather: N/A 50 Remarks: PLEASE OBSERVE LOW BREAK @ 28 DAYS. REFERENCE REPORT #GB -15, SET 37. Actual Area Compressive Strength (sq in) (Ibs) (psi) 12.56 32930 2620 12.56 47210 3760 Snecs. 5±1 N/A N/A 50 -90 N/A Brk. Type/ % of Cure Req'd MEM SH 66% CSH 94% Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/12/2000 Placement: TOPPING SLAB. Strength (fc): Required : 4000 psi @ 28 Days Time Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9003 A B C D Reviewed By Distribution 4852 STONEWAY 347 168702 10 YDS 5 GALS 7:45 8:15 8:30 Client: Yes File: Yes ASTM -C39 Date Age Date Rec'd Tested (days) 10/13/2000 10/18/2000 7 9/15/2000 11/9/2000 28 10/13/2000 11/9/2000 28 10/13/2000 Break Types » (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Producer: Yes Others: Actual Slump (inches) ASTM C -143: 5 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 70 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: ABE HERNANDEZ Ambient Temp. ( °F): Weather: N/A Shear, (Sh) Shear, (Co) Columnar ame November 9, 2000 0-91M-13625-0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A 52 Remarks: REFERENCE REPORT #GB -18, SET 42. .^ ry. w.. nc ^an�arnrrmFa..r,'rNI.T, •'�2C��.Ri'!uF?W'.R!9 Specs. 4±1 N/A N/A 50 -90 N/A Actual Area Compressive Strength Brk. Type/ % of (sq in) (Ibs) (psi) Cure Req'd 12.56 46720 3720 CSP 93% 12.56 66400 5290 CSH 132% 12.56 70110 5580 CSH 140% HOLD Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOTAVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 10/24/2000 Placement: SOUTHERN 1/4 OF ROOF. Strength (f c): Required : 4000 psi @ 28 Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9084 A B C D Reviewed By Distribution 4852 STONEWAY 368 170968 9 YDS 10 GALS 14:30 15:45 16:05 K Client: Yes File: Yes Days Nominal Specimen Size Date Age Date Rec'd Tested (days) 10/25/2000 10/31/2000 7 6x12x0 10/25/2000 28 10/25/2000 28 10/25/2000 Producer: Yes Others: Actual Area (sq in) 28.27 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: DAVE BERNIER Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): 61 Weather: N/A Remarks: REFERENCE REPORT #GB -22, SET 47. Compressive ( /bs) 105170 Break Types -- (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar ame October 31, 2000 0 -91M- 13625.0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Actual 4.5 64 Specs. 4±1 N/A N/A 50 -90 N/A Strength Brk. Type/ % of (psi) Cure Req'd 3720 HOLD 93% W c4 2 1 00 (0 o: W = . J W O, . LL Q , = d ` , W Z �..: O' . Z I- W 0 p ; O �, CI W O LU Z I= _ 0 Z ame Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/3/2000 Placement: CENTER ROOM S.W. CORNER AREA. Strength (Pc): Required : 4000 psi @ 28 Days Mix ID: 4853 Supplier: STONEWAY Load #: Truck #: 337 Ticket #: 167039 Plant #: Batch Size: 10 YDS Water: 10 GALS Admixture: - Time Batch Time: 9:13 Sample Time: 9:50 Finish Time: 10:05 Test Result Spec ID # ID 8936 A B C D Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed --3 Distribution Date Age Date Recd Tested (days) 10/4/2000 10/10/2000 7 10/4/2000 10/31/2000 28 10/4/2000 10/31/2000 28 10/4/2000 Cli es F le: Yes ASTM -C39 Remarks: SLUMP OUT OF SPEC. SAMPLES DID NOT MAKE REQUIRED STRENGTH. REFERENCE REPORT #GB -14, SET 36. Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): November 17, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: DAVE BERNIER Actual 5.5 68 Ambient Temp. ( °F): 55 Weather: N/A Actual Area Compressive Strength (sq in) (Ibs) (psi) 28.27 70320 2490 28.27 100540 3560 28.27 106710 3770 Specs. 4t1 N/A N/A 50 -90 Brk. Type / % of Cure Req'd 62% CSH 89% CSH 94% HOLD ow, • ^-+••� C"'s rr<..y�... « <x ^++.rmo.nn ,.w3.'.+ .sC.iWl:Lx7!iL')b'a`.i' !6." nGMtl ft11'1�.dWte N/A 7* Permit No fig City of .Tukwila ., eC`,...,; Yea:+ �+,. ie' 1s. �'. iinsx�t� !%+;tt,ci {S.CF;`d1.:S;r.�i ^ .4ii *Ali;::. ;c•tr5ekwiiEl:6YC `-='CEIVED • Novi, 2 8 2000 COMMUNITY DEVELOPMENT z 0: W UO : coo W I J H N u- W O lL< H = Z � Z � LLI U O . C; 0 I- = -Cu I I 0 iii Z ON 0 I z . SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Reports Set GB -7 09/19/00 11/22/00 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (206) 820 -4669 Fax (206) 821 -3914 To: Sabey Construction, Inc. 12201 Tukwila International Blvd Seattle, WA 98168 Attn: Mark Velasquez City of Tukwila Nelson - Bourdages attn: Steve Arnold FIELD DOCUMENT TRANSMITTAL Date: November 22, 2000 Project Number: 0-91M-13625-0 Task A Project Name: Exodus Generator Bunker Project Manager: Tim Hyden Permit No.: D2000 105 Enclosed''for your review and records are our most recent Daily Field Reports and associated field correspond nce pertaining to the above - referenced project. attn: Building Department z . w 00. w= w o' a : = a ` I- w z� Z O. D o C.) c w ui IL o ' Luz H O z ame Report of Compression Test Results Client: INTERGATE EAST II L.L.C., CIO SABEY CONSTRUCTION, INC. 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 Attn: BERNIE MARTELL Specimen Type: CONCRETE Mix and Field D Cast Date: Placement: Strength (f'c): Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 8808 A B C D Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution ata 9/19/2000 FOOTING LINE "B" FROM 1 TO 3, ELEVATION 1ST 5' -0 ". 4852 -A STONEWAY 411 164553 Required : 4000 psi @ 28 Days 10 YDS 10 GALS 1:00 1:45 2:00 Date Age Date Rec'd Tested (days) 9/20/2000 9/26/2000 7 9/20/2000 10/17/2000 28 9/20/2000 11/14/2000 56 9/20/2000 11/14/2000 56 Client: Yes File: Yes ASTM -C39 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 roducer: Yes Others: Report Date: November 14, 2000 Project #: 0-91M-13675-0 Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: SATNAM SINGH Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): INTER -GATE EAST!! BUILDINGS A 12401 EAST MARGINAL WAY 099-0438 TIMOTHY R. HYDEN MUELLER ENGINEERS NW N/A Actual 5.75 79 Ambient Temp. ( °F): 74 Weather: N/A Specs. 6 N/A N/A 50 -90 Remarks: LOW BREAK OBSERVED @ 28 DAYS. REFERENCE REPORT #GB -7, SET 23. N/A Actual Area Compressive Strength Brk. Type / % of (sq in) (Ibs) (psi) Cure Req'd 28.27 87210 3080 SH 77% 28.27 108820 3850 CSP 96% 28.27 130020 4600 CSH 115% 28.27 134670 4760 CSP 119% ''fil.L'" r ,-- . -.,... , . ................,..........,., merAg .aYrsw er .v70 ,elgW141er3fe tY 2 6 -.11 0 tn 0: W= J CO IL: W O: <, _ (3, W Z� F- O Z U1 ku : O - :0 1 -' WW 1-- 0: F- U. O. .Z W ' ~ H: 0 Z SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Reports Set GB -20, GB -22 10/19- 10/24/00 11/30/00 a/11eco 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -8918 Tel (208) 820 -4869 Fax (208) 821 -3914 Attn: Mark Velasquez To: Sabey Construction, Inc. 12201 Tukwila International Blvd Seattle, WA 98168 City of Tukwila Nelson - Bourdages attn: Steve Arnold FIELD DOCUMENT TRANSMITTAL Date: November 22, 2000 Project Number: 0-91M-13625-0 Task A Project Name: Exodus Generator Bunker Project Manager: Tim Hyden Permit No D200010 ° ° Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Building Department z I~ w 0 0 L. w= J F- LD w 0: u . a , Z F— 0 Z Lu D0 O - U2 : D H` =0 I— LL -- O : . z w = ; 0 1- z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE Mix and Field Data Cast Date: 10/19/2000 Placement: TOPPING SLAB ROOF GRID E -F. Strength (f'c): Required : 4000 psi @ 28 Days Time Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 304 Ticket #: 169930 Plant #: Batch Size: 8 YDS Water: Admixture: Batch Time: 6:30 Sample Time: 7:50 Finish Time: Test Result Spec ID # ID 9052 A B C D Reviewed By Distribution ASTM -C39 Date Age Date Rec'd Tested (days) 10/20/2000 10/26/2000 7 10/20/2000 11/16/2000 28 10/20/2000 11/16/2000 28 10/20/2000 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Client: Yes File: Yes Actual Nominal Area Compressive Specimen Size (sq in) (Ms) 6x12x0 28.27 99240 6x12x0 28.27 137740 6x12x0 28.27 133520 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A ameco November 17, 2000 0 -91M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Inspector: GEORGE HOWARTH Actual 5.5 Remarks: REFERENCE REPORT #GB -20, SET 46. Strength Brk. Type/ % of (psi) Cure Req'd 3510 4870 4720 66 49 Specs. 6 N/A N/A 50 -90 N/A SH 88% CSP 122% CSH 118% HOLD z W r 6 _J 0 0 O CO 0 CO W W _ W O, gQ cn = f� I— W Z O Z U 0 O N 0 l— U H . LL' O z, Ilt H O ~ z Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: ERIC STRAND Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 10/24/2000 Placement: SOUTHERN 1/4 OF ROOF. Strength (f'c): Required : 4000 psi @ 28 Time Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 9084 A B C D Reviewed By Distribution 4852 STONEWAY 368 170968 9 YDS 10 GALS 14:30 15:45 16:05 Date Age Date Rec'd Tested (days) 10/25/2000 10/31/2000 7 10/25/2000 11/21/2000 28 10/25/2000 11/21/2000 28 10/25/2000 Days /Zi g Client: Yes File: Yes Pro cer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: DAVE BERNIER Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A November 21, 2000 0 -91 M- 13625 -0 EXODUS THREE 3355 S. 120TH PLACE D2000 -149 TIMOTHY R. HYDEN STEVE BLACK ENGINEERS N.W. N/A Actual 4.5 64 61 Remarks: REFERENCE REPORT #GB -22, SET 47. Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength (sq in) (Ibs) (psi) 28.27 105170 3720 28.27 146390 5180 28.27 157030 5550 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar amec* Specs. 4±1 N/A N/A 50 -90 N/A Brk. Type/ % of Cure Req'd 93% CSP 129% CSP 139% HOLD Z Q� i--Z' rtW QQ � J 00 CO O W W . J CO LL. w J to W I— 0 Z I--. Ill a 2.n 0 H' W W. HU IL Z Ill O• z SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report GB 19 10/16/00 10/25/00 � AGRA ENGINEERING GLOBAL SOLUTIONS 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (208) 820-4669 Fax (206) 821 -3914 To: Sabey Construction, Inc. 12201 Tukwila International Blvd Seattle, WA 98168 Attn: Mark Velasquez Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. City of Tukwila Nelson - Bourdages attn: Steve Arnold S, \WORDPROC1Field Document Transmittals \13000s113625-0 Task A.wpd FIELD DOCUMENT TRANSMITTAL Date: October 25, 2000 Project Number: 0 -91 M- 13625 -0 Task A Project Name: Exodus Generator Project Manager: Tim Hyden Permit No:02000A05f' attn: Building Department z w 0 . 00 to 0 . -J u. uj g Q = cy z � ZO : W U0 O— 0 W: . rz W — O: iii z O ~ z Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. 08/30 GB 2 SS Line F, bottom 4 #10 bars were unhooked into grade beam Hook into grade beam 09/08 GB 4 SS No detail for steel Provide Drawings /Details Reviewed drawings, compared to report and found to conform 10/06 GB #16 SS Incorrect reinforcing steel Requires Engineer's approval Field Report Transmittal Project Name: Exodus Generator Bunker •AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS Project Name: Intergate East Generator Bunker Project Number: 0 -91 M- 13675 -0 Task A S: \WORDPROCWield Document Transmitlals113000s \13625.0 Task A.wpd Deficiency List Project 0 -91 M- 13625 -0 Page 4 . 7I otrtIMM uwn - we..wra awev+nev�wrwM 0.....,WO iM?Nq'R'kil t'ICIMX�!F NCS`'la�ta[yvY» err/ R' si+ tv[! aww< r:. xt. Mf?'.iT'MiN`f!i�^'*'Yi�gc +uyF! IY7+ nMi�pTKbTAicAPNC�tYY1t54 ?11NFA' z .� W = J U' U0 (n 0: cow W =' • J F W g Q : rn D' - a: W z • I- o' Z H' •W ; 2 U U 0 (1); 0 H • LLJ W' U z . • U N. 0 ' ■ COMMENTS A "t c 0..._ S i l o q ✓e .tv4 t ) '7` i o — file_ c � C�QM -Pes go.,-J,*.et 7 . - _S chi / Le v+ 4j o x ea.,' /( ode c I / _.5%e / 8 / 6 , s 1 t 5 r �e r,� _ A 11 V) o \eS t, e f( .t...Je..) tr. vv■e;..\'' IAN S s '‘ P A . Q..-An e_I rM e _-z\ --. 6 . el c / (744 pel t ✓ 1 / .. ' - . // L, ✓. 4 w r / / -- � •.. e 1 Pie * - Gv�3 Qi. ✓Ar) P[" A C E DATE JO /6 — 0 a "n. la 4 / it (.0 ••••• ; at V c < G�/ JA el s t in J 44c a r ` i olA , 10 a f SAMPLES OBTAINED (NO./SIZE/TYPE) PAGE (W *xMsTestReports) 1 OF J 0 ARCHITECT • L SUMMARY To the best of our knowledge, all items inspected as noted above were Yes ❑ Preliminary Observations in general c>ntere ' the approvedialans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT ME / i / / AP t PROJECT NO. I 362E- V, RE r Il.f] — 0 R gg. ei DDRE 923 + 4 • „ r✓ w r PERMIT NO. • COI 0 DATE JO /6 — 0 a CLIENT A G 10 a f WEATHER if AGRA PROJECT MA GE HONE NO. AGRA FIE r REPR SE ENTATIV • G - • NO. —ail PAGE (W *xMsTestReports) 1 OF J STRUCTURAL ENGIN E F. a\iDe_ A ARCHITECT • L CONTRACTOR �j $4 ✓ . TYPE OF IN E J NEW INSPECTION TYPE f ! �Gi r.1 , S ❑ RE•INSPE AGRA ENGINEERING GLOBAL SOLUTIONS 1133514.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 r 1 - lid B REPRESENTATIVE ..• ..vrref!xmcfff*.: X14.!' F tN '.'d,4 DAILY FIELD REPORT REVIEWED BY THIS - RT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE DIN REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be tra without written permission of AGRA Earth and Environmental, Inc. '19372 (Rev.699) itted to a third party by any means, except in full, z re F. w O O to 0. WI J F. N u W O 2 LL ? (/) = w z � 0 z o� W 11 0 z 0 0 F- z SBEY CORPORATION September 1S, 2001 Dear Duane: Duane Griffin Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit D2000 -105 Exodus Seattle II Energy Bunker at 12301 Tukwila International Boulevard We are in receipt of a letter from your department dated 9/17/01 regarding the status of the above referenced permit. We understand that this permit will be closed if we do not call for a final inspection by 9/27/01. We know this project has not had any inspections for some time. We have recently determined how we are going to close out the Work. We will be submitting for your review this week a Revision After Permit to describe the changes to the Work. These changes will include mostly curb and paving revisions, deleting the underground fuel storage tanks and adding an enclosure for the trash and recycling containers. All of the Work except the items covered by this Revision has been completed and inspected. We will not be able to call for a final inspection until this Revision After Permit is approved and constructed. We are ready to begin that Work as soon as the Revision is approved. It is our expectation that if we make the Revision After Permit submittal within the time frame called for in your letter, the permit will remain open. Please contact me promptly if your office does not agree with that assessment. We expect to be able to call for the final inspection for this project within 2 weeks after we receive approval for this revision. We are even more anxious than you to get this permit finaled. Haynes Lund, AIA Project Architect, Sabey Architecture REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 cc: Phil Vandebrake, Steve Ford, Doug Gardner, Mark Velasquez, File RECEIVE SEP 19 2001 DE OE OPMEN T 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com .. .«. '� - - - z mo U O' N o; w w; J CO IL w O g d I w F- O z w; U i0 `. O -' O Cr w w • i U= O z Reid iddleton June 27, 2000 File No. 26 -00- 005- 018 -01 w ', EC 2 m' VO CO O CO w _. • w wO We reviewed the proposed project for compliance with the structural provisions of the g Q 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of F w. this letter was forwarded to the project contact for your convenience. z Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Seattle Exodus Generator Bunker (D2000 -105) Dear Mr. Griffin: o, z I: j o ocnl f- : tu w z 2. Detail 18/S6 shows notes for eight #10 bars at 14- inches on center each face, c and it also shows four #10 bars along the bottom of the beam. It appears the two corner bars are used twice, or the section is lacking two bars. Please z clarify. 3. Details 9 and 16/ S6 specify six # 8 top bars; however, it appears when taking the clear cover, stirrup width, bend radius, and bar quantity into account, the minimum bar spacing is not met per UBC Section 1907.6.1. Spacing at lap splices should also be considered. 4. Detail 9/S6 should specify the required embedment of #4 hair pins into the hollow core panels to ensure proper development length in accordance with UBC Section 1912.2. General 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. Foundations OF xfED JUN N 2 8 2000 COMMU DEVELOPMEN 5. Calculations qualifying the design of the soldier pile wall should be submitted for our review. Refer to the soils report pages 2 through 5 for design recommendations. 6. As required by UBC Section 1804.2, the geotechnical engineer should make recommendations regarding the potential for soil liquefaction and soil strength loss during earthquakes Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 1 Mr. Duane Griffin City of Tukwila June 27, 2000 File No. 26 -00- 005- 018 -01 Page 2 7. Detail 10 /S6 shows 90- degree hooks on the beam; however UBC Section 1921 -3.3.6 requires 135- degree seismic hooks. F- re la Vertical U : U O 8. Documentation should be provided indicating snow drift and sliding snow have co 0 co w! been considered per UBC Section 1614 and Appendix Chapter 16. w = J I_ co IL. 9. Calculations should be provided for the strut beam shown in detail 1/S3. w O ` 2 g J LL< Y2 d Complete lateral calculations for the major orthogonal directions of the building = w should be submitted for our review. The calculations should include the following F ' items: — Lateral o " a) Seismic Base shear should be included per UBC Section 1630.2. 2 D. 0 o, b) The seismic dead load and redundancy factor should be calculated per o -'. (3 1 : Ill iu c) Horizontal distribution with a 5 percent mass shift should be included : u_ r - O; w Z '. U �` d) The dual system should be designed for each system to resist a P. 1` minimum of 25 percent of the lateral load per UBC Section 1629.6.5. Z Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. UBC Section 1630.1.1. per UBC Section 1630.6. Sincerely, Reid Middleton, Inc. \A 1 David B. Sw...on, P.E., S.E. Dire or, Struc i i ral Engineering Group b j r\26se \p lanrevw \tukwi la \00 \t018r 1. doc \fps cc: Steve Black, Sabey Architects Ferron P. Smith, E.I.T. Plan Review Engineer Reid iddleton June 7, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Exodus Generator Building - (D2000 -105) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, 4104/14- 1V Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -105 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 April 17, 2000 Steve Black Sabey Corporation 12201 Tukwila International Bl Tukwila, WA 98168 Dear Mr. Black: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -105 Exodus Generator Bunker 12301 Tukwila International BI This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on April 5, 2000 is determined to be incomplete. Before your revision to your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Provide soils report. 2. Provide civil drawings behind wall. 3. Indicate amount o fuel in generator room and fuel room "H" occupancy. Fire Department: Don Tomaso, Fire Prevention, at (206)575 -4404, if you have any questions regarding the following: 1. Provide fuel tank secondary containment plan. 2. Provide tank capacity in gallons UFC 1997 7901.3.2. 3. Supply MSDS sheet for diesel fuel. Public Works Department: Mike Cusick, Development Engineer, at (206)433 -0179, if you have any questions regarding the 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 four (4) 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 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ; Steven M. Mullet, Mayor z w CC 0O W co w w O: 2 (21 z F O Z 1— w U O - 0 H, ww O uiz. U H . O z Steve Black April 17, 2000 Page 2 of 2 If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -105 Develop..,ent Permit No. D2000 -105 Incomplete Letter #1 W ct J U, 00: co O. CO W 0, LL Q: = CS : W z � 1- 0 W t—, O 0 1— w W: F - U LL H: U= O ~ z SABEY CORPORATION CITY OF TUKWILA DEPARTMENT OIF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 z EXODUS GENERATOR BUNKER 1 File # D2000- 105 -- W re .. PLANS REVISIONS SUMMARY 66 U 07 July 2000 0 0 : to Drawing Revision W = J H G0.0 Revised Occupancy, Existing, Construction Type and added note regarding Fuel Oil Storage. W O G0.1 No Change g 1.j A0.1 Specifications refined in general. = 0 . W A1.0 Moved Fuel Tanks to west, show Electrical Duct routing more accurately, added detail section at ? 1— Fuel Tanks and added note regarding Fuel Oil. Z O W A1.1 No Change j D U A2.0 Added note regarding Downspouts. '0 H A3.0 No Change H V O u ' A4.0 Added 1 -hour wall type and rated door for occupancy separation. Iii Z : A5.0 — A5.1 In general, a greater degree of completeness to details. 1 H ' O Si - S8 See attached letter from Poggemyer Design Group. Z Cl Landscape, No Change Mechanical, No Change Plumbing, No Change Electrical No Change Sabey Corporation Archit e CORRECTION LT R#.-11---- Robert H. Sorensen AIA (for Steve Black) phone (206) 277 -5220 REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING Changed pipe under building from PVC to ABS, added note regarding downspouts and revised routing of Storm Drain tie in to existing system to avoid conflict with Electrical Ducts. Show cut & fill volumes. gox 105 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com RECEIVED OETY OF TUKWILA JUL - 7 2000 PERMIT CENTER S . BEY ARCHITECTURE To: CITY OF TUKWILA Date: 7-Jul-00 DEPARTMENT OIF COMMUNITY DEVELOPMENT Project #: 99 -70 -05.01 6300 Southcenter Boulevard, Suite 100 Project: EXODUS Phase II Tukwila, WA 98188 Generator Bunker Re: Plans Revisions We are sending you X Attached 0 Under separate cover Via: 0 Mail 0 Ovemight the following items: 0 Prints 0 Letters X Submittals 0 Samples For Your X information and use 0 Review and comment Action Required: X As Indicated 0 No action required NOTE: If enclosures are not as noted, kindly notify us at once. CC: # Copies Description 4 Complete sets of revised Documents, clouded and referenced for Permit revisions. 30 Jun 00 4 Sabey Corporation Guidelines for Underground Storage Tanks 01 Jun 00 1 Package of documents pertaining to Permit corrections including: 07 Jul 00 Revision Submittal Cover Sheet with response letter from Poggemeyer Design Group and response letter from Sabey Corporation Architecture. Included for reference are Correction letter #1 from Tukwila Dept. of Community Development and review letters from Tukwila Public Works, Tukwila Fire Department and Reid Middleton, Inc. 1 Plan Review set (Public Works) returned as requested. 22 May 00 1 Miscellaneous Permit Application for underground fuel storage tanks along with a 07 Jul 00 check for the Plans Review Fee in the amount of $918.94. Note: 2 sets of Structural Drawings along with the response letter from Poggemeyer Design Group and Supplemental Calculations were sent directly to Reid Middleton, Inc. on July 5, 2000. BY: i?cb 5cren5en transmittal only: w/ attachments: ❑ CORRECTION LTR# 1 O Courier O Originals O Documents X As requested O For signature and retum 2000- 105 TRANSMITTAL X Hand Delivery X Approval Dated RECEIVED CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER SABEY ARCHITECTURE 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 (206) 281 -8700 FAX (206) 281 -0920 � . Wednesday, July 05, 2000 David Sawnson P.E. S.E. Director of Structural Engineering Group Reid Middleton, Inc. 728 134 Street SW; Suite 200 Everett, WA 98204 RE: EXODUS GENERATOR BUNKER - BUILDING PERMIT PLAN REVIEW Dear Mr. Swanson: In response to your plan review comments submitted to Mr. Griffin at the city of Tukwila in a letter dated June 27, 2000; Poggemeyer Design Group respectfully submits the following itemized response. General 2. Drawing sheet S6, details 18 and 19, have been revised to clarify the reinforcement requirements. 3. Reference details 9/S6 and 16/S6 for revised beam top steel layout. 4. Detail 9/S6 has been revised to specify the length of the hairpin. Foundations 5. Reference May 26, 2000 structural calculation package "SH" section. The section includes calcs pertaining to the tieback and cantilever portion of the soldier pile wall. 6. See enclosed statement frorn Geotechnical Engineer. (supplemental calculations page 4) 7. Detail 10/S6 has been revised to specify the 135 degree hooks. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS if; E 0 E B JUL - 5 2000 Vertical REID , MIDDLETON 8. Sheet S1 notes have been changed to specify the roof snow load as ps Referen supplemental calculations for snow drifting loads. The original design was done with a roof live load of 50 psf, which provides extra capacity above the drifting loads. Poggemeyer Design Group, Inc 512 Sixth Street South, Suite 202 Kirkland, WA 98033 (425) 827-5995 Fax (425) 828 -4850 , ' z C: U N 0 in W: W O :. u- Q D. _ CJ; 'Z I I— 0 Z D COI 1—; Z U _ O; Z w I- _ 0 ~' z 9. Calculations for the strut beam can be found in the original calculations (pages RIO and R11). The strut beam is included in the structure to ensure the loads from the compression strut (detail 4/S6) are gently distributed into the roof diaphragm. Z Lateral a) Reference supplemental calculations for the base shear. N 0 w w. b) Reference supplemental calculations for seismic dead load and redundancy factor. w0 c) 5% accidental eccentricity is included in rigid diaphragm supplemental calculations. 2 g J' d) The frame at grid 5 is designed for 25% of the design lateral force per 1629.6.5. u_ Q. a w z Please call if you have any questions regarding the updated plans or calculations. 2 3: 0 0' 10 co; :0 1_ % Z' 0 - Sincerely, Sliding Snow per UBC 1644.4 is not applicable because the upper roof has a slope of less than 2V:12H. Reference the original calculation pages C5 and C6. (E =173 kips 0.25E = 43 kips) POGGEMEYER DESIGN GROUP, INC. Prepared By: SIVAs Steve Arnold, Project Engineer Enclosures: Supplemental Calculations package POGGEMEYER DESIGN GROUP, INC. No. of Copies Description 1 Set of Plans 1 Geotechnical report 1 Original calculations 1 Revised calculations 1 Correspondence Reid iddleton Date: June 28, 2000 To: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila WA, 98188 Project: Seattle Exodus Bunker (D2000 -105) File No. 26 -00- 018 -02 Enclosures: Date Required: 728 134th St SW, Suite 200 Everett, WA 98204 425/741 -3800 (Fax 425/741 -3900) From: Ferron Smith cc: r %11RZTTAL 1REzO Action Requested: None ® For your Records 0 For your Signature 0 For your Review and Return 0 Other: Remarks: Please refer to the enclosed letter. All of our structural comments have been addressed. r4 2 ~ w .J 0. oo N 0; w = J 1— wO �Q to D. = o: � • z z w w U ,O cn. o LU = U_' . - O; tii z ` F= O SBEY TRANSMITTAL A� To: Bill Rambo Date: 2- Jun -00 City of Tukwila Project #: 99 -70 -05.01 6300 Southcenter Boulevard Project: Exodus — Seattle 2, Ph2 Tukwila, WA 98188 Re: GENERATOR BUNKER SOILS REPORT We are sending you X Attached 0 Under separate cover Via: 0 Mail 0 Overnight 0 Courier X Hand Delivery the following items: 0 Prints 0 Letters 0 Originals 0 Submittals 0 Samples X Documents For Your. 0 Information and use X Review and comment 0 As requested Action Required: X As indicated 0 No action required 0 For signature and retum 0 Approval NOTE: If enclosures are not as noted, kindly notify us at once. # Copies Description 1 Geotechnical Report B Y : 5? vc 0/ack cc: TRANSMITTAL ONLY: W/ ATTACHMENTS: ❑ 1 1 SABEY ARCHITECTURE 0 TUKWILA INTERNATIONAL BLVD, 4TH FLOOR 0 1 1 1 1 Dated 5/2/00 SEATTLE, WA 98168 0 (206) 281 -8700 0 FAX (206) 281 -0920 _..- ., .. Z re al' 6 0 0O N 0 W = u W O. gQ N 2 = d , Z �. 1- 0 Z F–' uj 0 0' 0 D W 1-- — Z W 0 1— O Z S �tld1A �:: BEY ARCHITECTURE To: City of Tukwila Date: May 9, 2000 6300 Southcenter Blvd, Suite 100 Project #: 99 -70 -05.01 Tukwila WA 98188 Project: Exodus Generator Bunker Brenda Holt Re: Re- submittal of Permit No. D2000 -105 For: Steve Black We are sending you X Attached 0 Under separate cover Via: 0 Mail 0 Ovemight 0 Courier The following items: X Prints 0 Letters X Originals 0 Submittals 0 Samples 0 Documents For Your: 0 Information and use 0 Review and comment 0 As requested Action Required: 0 As indicated 0 No action required 0 For signature and retum NOTE: If enclosures are not as noted, kindly notify us at once. # Copies 4 Complete sets of revised drawings 1 Revised submittal application By: JILL HURLEY, Secretary Sabey Architecture TRANSMITTAL X Hand Delivery 0 Other. 0 Approval Description Dated 5/22/00 5/24100 C: Steve Black SABEY ARCHITECTURE 12201 TUKWILA INTERNATIONAL BLVD, 4Tn FLOOR SEATTLE, WA 98119 (206) 281 -8700 FAX (206) 281.0920 Reid iddleton July 13, 2000 File No. 26 -00- 005- 018 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Seattle Exodus Generator Bunker (D2000 -105) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Middleton avid B. wanson, P Ferron P. Smith, E.I.T. Director, Structural E 1 - ring Group Plan Review Engineer bj r\26se \p lanrevw \tukwi la \00 \t018r2.doc \fps Enclosures Washington cc: Steve Black, Sabey Architects Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 z DW I gg U N o � w w O' g Q; = � z 1 ._ . o z w o' w — o ii z O ~ z SBEY TRANSMITTAL A� To: Nora Gierloff City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: We are sending you Via: the following items: For Your. 0 Information and use Action Required: X As indicated NOTE: If enclosures are not as noted, kindly notify us at once. # Copies Description 1 Per your earlier request, here is our acoustical engineer's sound study for the above referenced project. If you have any questions, please feel free to contact me at (206) 277 -5221. BY: 5i vi !Rack CC: TRANSMITTAL ONLY: W/ ATTACHMENTS: ANNEX ACOUSTICAL REPORT X Attached 0 Mail X Prints 0 Submittals Generator Building Noise Study SABEY ARCHITECTURE 0 TUKWILA INTERNATIONAL BLVD, 4'" FLOOR 0 SEATTLE, WA 98168 0 (206) 281 -8700 0 FAX (206) 281 -0920 ❑ 1 1 O Under separate cover O Ovemight O Letters O Samples X Review and comment O No action required O Courier O Originals O Documents O As requested 1 1 Date: Project #: Project: 2- Jun -00 99 -70 -05.01 Exodus — Seattle 2, Ph2 O For signature and retum 0 Approval 1 X Hand Delivery Dated 5126100 May 26, 2000 Sabey Corporation 12201 Tukwila International Blvd., 4 Floor Seattle, WA 98168 -5121 Attention: Bob Sorenson Subject: Exodus Seattle II Bunker Generator Building Noise Study Dear Bob: This report summarizes my findings regarding the issue of noise radiation from the five Caterpillar model 3512B diesel generators serving the Exodus Seattle II project at Intergate West, Building A. This report also includes specific recommendations for noise control for the generator system. These recommendations are based on the preliminary design as detailed in the conceptual drawings that you faxed to me on May 24, 2000. The current design shows five generators and a load bank, all located inside a concrete bunker set into the hillside on the west side of Building A. This location is particularly sensitive from a noise standpoint because it is only 50 feet from the nearest property line (to the north) and 88 feet to the west property line. The adjacent property (to the north and west) is currently a vacant hillside, but it is zoned residential. The nearest homes are approximately 300 feet to the west and to the south. Noise Sources M x ! dv+ d�.. S:^' JS" �.." TT•"" it. 9"".. v� '""'YtM'°Ha a. —� RECEIVED MAY 3 1 2000 Sabey Corp. The project calls for five 1500 KW diesel powered Caterpillar model 3512B standby generators with two underground fuel tanks and a 1500 KW load bank located in a separate room at the north end of the building. A separate storage room is to be located at the south end of the building. All five generators are to be enclosed in a large (2700 sq. ft floor area) engine room which will be constructed entirely of concrete. Ventilation air will enter the building through a large (66 feet long by 6.5 feet high) east- facing louver above the lower roof. Ventilation air will be drawn into the building by a series of ten propeller supply fans located inside the building on the west side at the lower roof elevation. A bank of sound attenuators will be located between the supply fans and the intake louver to absorb generator noise and fan noise. Ventilation air will be exhausted from the building through five east - facing louvers at the building floor level. Each of .ma :t�•t.nrtm.�^ fi C DOS 11 C S, ID C. Consulting Services in Sound & Vibration Control Jerry G. Lilly, P.E. President 5266 NV Village Park Drive Issaquah, WA98027 Phone: (425) 649 -9344 Fax: (425) 649-0737 z W U 0 N UJ WI F— U) w 0 g Q = W f`— z �. 1- 0 zi- w 2 o U 092 01` w L 0 w U 0 z Exodus Seattle — II Bunker 05/26/00 Page 2 of 7 i `1'�1.Rt4`- MS'tkkc?34'CY!x.rsr, _. "�" -' HCOUSTICS,IOC. these exhaust louvers is connected to a duct containing a sound attenuator. In turn, the sound attenuator is connected to the generator radiator. The generator radiator fan z provides the energy for exhausting the ventilation air from the building. z C4 /1j Noise data for the generators has been provided by the manufacturer. This data includes 6 engine casing radiated noise and unsilenced engine exhaust noise, both at full load. The v p engines are 12 cylinder, 4 stroke diesel engines running at a governed speed of 1800 co W RPM. The calculated A- weighted sound power level of each engine casing is 134 dB i (r ef. 1 picowatt) at full load (including the radiator fan). The A- weighted sound power co u. level of each unsilenced engine exhaust is 131 dB (ref. 1 picowatt). W o Noise data for the load bank and the ventilation supply fans were also obtained from the equipment manufacturer. The load bank will be an Avtron model K975A (with D. cy horizontal air flow). The primary source of noise in the load bank is the fan, which in Z 1.1.1 this case consists of two 36" diameter Aerovent DDP propeller fans. Each fan is 1, 0 designed to deliver 15,000 CFM against a total static pressure of 0.70 inch of water, so a the total air quantity is 30,000 CFM. The A- weighted sound power level of each fan is 2 �. 97 dB (ref. 1 picowatt), so the total A- weighted sound power level of the load bank is 100 8 N dB (ref. 1 picowatt). Each of the ten supply fans is designed to deliver a total of 43,000 o F.. CFM against a total static pressure of 0.75 inches of water. The selected fan is a = uj Greenheck model SBS -3H60 -100 running at 640 RPM. The A- weighted sound power � O � - v — level of each fan is 100 dB (ref. 1 picowatt). w These are all standby generators, so they will only operate during a power failure or o I 2 . during routine testing. According to the manufacturer, each generator needs a total of z 86,000 CFM of ventilation air to function properly. There are a total of five generators, so the maximum ventilation air requirement in the generator room is 430,000 CFM. The upper roof air intake opening consists of six louvers, each 10 ft. — 8 in. wide by 6 ft. — 6 in. high, which yields a face area of 419 square feet and an average intake face velocity of 1034 feet per minute. There are five exhaust louvers (one for each generator) that will be ducted through sound attenuators to the generator radiators. The exhaust air flow is slightly less than the air intake (the difference is the combustion air which leaves through the engine exhaust pipe), so the average exhaust face velocity is slightly less than 860 feet per minute. The electrical room is separate from the generator room, but the air flow design is similar. Air is drawn into the electrical room through two 6 ft. wide by 4 ft. 8 in. high air intake louvers above the roof of the electrical room. Air is exhausted through a 9 ft. wide by 10 ft. high louver in the east wall of the electrical room. The air flow requirement for the load bank is 30,000 CFM, so the face velocity at the air intake louver is 535 feet per minute. This is a good flow velocity for intake air. The face velocity at the discharge louver is only 333 feet per minute. This is pretty low, so you could probably reduce this louver size to 6 ft. wide by 10 ft. high (which would increase the face velocity to 500 feet Exodus Seattle — II Bunker 05/26/00 Page 3 of 7 Noise Criteria • 0 00UST1C S,10C. z ~ w 6 __1 0 00 N 0 J uW o 2 g< I-w z � 1-- 0 w ~ U � o - o f- w W Y- o w z — I o '' z .,,,.. mNf01.h AINIWV..VAVI£lA #YtAVIV;'”Pl.,. • w , nxvlr -k^ x.+rrm +nom + -mz ;air. wr=.,.tc 4.,+>e +'"'•; Exodus Seattle — II Bunker 05/26/00 Page 4 of 7 four sections of straight pipe as shown. The loop must be constructed so that the distance from the center of the tee to the start of the elbow is 68.2 inches as indicated. The exhaust loop is designed to remove the primary tone from the engine exhaust, but it will only work properly if the 68.2" dimension is preserved on both sides of the loop. The width of the loop is not important from a noise standpoint. The 68.2" dimension assumes that the exhaust is fabricated from 16" diameter pipe and full - radius elbows. This is extremely important for the proper function of this device. 4. Provide spring hanger isolators for all exhaust piping and mufflers. The hangers should be equal to Mason Industries type 30 (see enclosed literature) with a design static deflection of one inch. These isolators are available from Hoskins Company in Seattle at (206) 789 -1600. All exhaust piping should be thermally insulated and wrapped with a metal jacket. 5. The generator should be mounted on spring isolators to minimize vibration throughout the building. These are typically provided by the engine manufacturer. 6. Provide a bank of sound traps equal to Dynasonics model LBB -120 (see enclosed data sheets) at the air intake opening to the generator room just behind the upper level intake louvers. These sound traps should extend the full width of the generator room and the full height of the intake louver. The minimum overall dimensions of this bank of silencers is 66 feet wide by 7 feet high by 10 feet deep (in the direction of air flow). Price and delivery information for Dynasonics products can be obtained from Industrial Air Systems in Seattle at (206) 367 -5115. The calculated pressure drop of the intake silencers is 0.33 inches of water at design flow (430,000 CFM). 7. Provide ten propeller supply fans equal to Greenheck model SBS -3H60 -100 in the location shown on the drawings. These fans are required to overcome the static pressure drop created by the air intake silencers. Each is designed to provide 43,000 CFM against a total static pressure of 0.75 inches of water at 640 RPM. Price and delivery information for Greenheck products can be obtained from Dorse & Company in Seattle at (206) 284 -4523. 8. Provide a bank of sound traps equal to Dynasonics LBA -84 (see enclosed data sheets) at the air discharge opening from each generator. These sound traps should centered in the north — south direction with the generator. The overall dimensions of this bank of silencers is 10 feet wide by 10 feet high by 7 feet deep (in the direction of air flow). These silencers should be elevated a few inches above the floor on a concrete curb to prevent standing water from entering the traps. The calculated pressure drop of the exhaust silencers is 0.45 inches of water at design flow (82,650 CFM for each generator). This represents 90% of the maximum 0.5 inches of water recommended by the generator manufacturer. If the exhaust louver adds appreciably to this pressure RCDOSTIC5,10G. z z w 00 0 w = � w° g j � ▪ w z �. I- 0 w ~ U � o D. o1- wW u .. w z = 0 F- z Exodus Seattle - II Bunker 05/26/00 Page 5 of 7 drop, it might be wise to increase the louver size to help compensate. z 9. Provide a custom fabricated sheet metal transition attenuator to connect the radiator outlet to the discharge sound traps. The transition attenuator should be fabricated cc w from 16 gauge sheet steel as detailed in AC -1. The overall length of the transition 6 attenuator shall be 7 feet. All sheet metal should be galvanized to prevent corrosion, o and the transition should be internally braced per SMACNA guidelines. w= 10. Provide an acoustical door /frame assembly with a minimum sound rating of STC -48 co o in the east wall of the engine room. The recommended door /frame assembly is W Krieger model NC6 -16 -8848 (see attached literature). Price and delivery information for Krieger products can be obtained from Bill Borel in Seattle at (206) 547 -1382. Alternatively, an STC -51 door is available from IAC (model 3070). This product is = v available from Dave Kentala at Olympic Engineered Sales in Bellevue at (425) 454- Z y 0701. H- O z►- 11. Provide STC -45 wall construction for the interior wall that separates the generator room from the electrical room. The STC -45 wall can be constructed with 25 gauge 0 N metal studs (spaced 24 inches on center) using 1 layer of 5/8" gypsum board on each o side with 3.5" fiberglass batt insulation in the stud cavity. A special door is not i uj required. �. `-` O ..z 12. Provide STC -50 wall construction for the interior wall that separates the generator v room from the storage room to the south. The STC -50 wall can be constructed with o 25 gauge metal studs (spaced 24 inches on center) using 2 layers of 5/8" gypsum z board on each side with 3.5" fiberglass batt insulation in the stud cavity. This wall must be caulked at the floor and slab above with a continuous bead of acoustical sealant on both sides. 13. Provide 4" thick acoustical panels on the walls and ceiling of the generator room and on the ceiling and walls of the upper level air intake plenums. These panels should be equal to Empire M -90 (see attached literature) with a minimum NRC rating of 1.0. A total of 4,000 square feet of these panels is required in the generator room (applied to the ceiling and available wall surfaces). The precise positioning of the acoustical panels is not important, but they should be approximately uniformly distributed throughout the room (e.g. 2,400 square feet on the ceiling with the remaining 1,600 square feet distributed on the walls) for best results. 14. Provide 4" thick acoustical plenum liner to 100% of the inside surfaces (walls and ceiling) of the upper level intake plenum. The recommended product is Johns Manville Permacote Linacoustic R -300, which is available in thicknesses up to 2 inches. Provide a double layer to achieve the full 4 inch thickness. Because this area is not occupied, the acoustical material does not need an expensive, perforated sheet • Exodus Seattle — II Bunker 05/26/00 Page 6 of 7 metal facing. The acoustical plenum liner can be installed with mechanical fasteners and adhesive per the manufacturer's recommendations. 15. Provide a bank of sound traps equal to Dynasonics model LBB -60 (see enclosed data sheets) at the air intake opening to the electrical room just behind the upper level intake louvers. These sound traps should extend the full width and height of the intake louver. The minimum overall dimensions of this bank of silencers is 13 feet wide by 5 feet high by 5 feet deep (in the direction of air flow). 16. Provide a bank of sound traps equal to Dynasonics model LBB -60 (see enclosed data sheets) in the east wall of the electrical room just behind the lower level exhaust louver. The minimum overall dimensions of this bank of silencers is 6 feet wide by 10 feet high by 5 feet deep (in the direction of air flow). 17. Provide 2" thick acoustical panels on the walls and ceiling of the generator room and on the ceiling and walls of the upper level air intake plenums. These panels should be equal to Empire M -90 (see attached literature) with a minimum NRC rating of 1.0. A total of 600 square feet of these panels is required in the electrical room (applied to the ceiling and available wall surfaces). The precise positioning of the acoustical panels is not important, but they should be approximately uniformly distributed throughout the room (e.g. 400 square feet on the ceiling with the remaining 200 square feet distributed on the walls) for best results. Predicted Noise Levels The predicted noise level inside the generator room is 110 dBA with two generators operating at full load and 114 dBA with all five units operating. These noise levels assume that the recommended acoustical panels have been installed. Noise levels will be about 10 dBA higher without the acoustical panels. The predicted noise level inside the electrical room will be 85 dBA with the acoustical panels installed as recommended and 94 dBA if the panels are not installed. The predicted noise level outside the building next to the air intake louver is 73 dBA with the recommended acoustical treatment. The predicted noise level next to the exhaust louver is 78 dBA. Figure 1 presents the predicted generator noise spectra at the nearest residential property line 50 feet north of the bunker building. These noise levels include noise radiation from the building shell, all intake and exhaust louvers, doors, and the reflection from Building A across the parking lot. The predicted noise level at this location with all five generators running at full load is 61 dBA. This is 1 dBA above the daytime noise ordinance limit. Fortunately, only one or two units will run simultaneously during $NCet -'N" 7+ "iP �'"•i°`°par� `� HC0USTICS,InC. ?' i% gk7nr .Sk"�k',V AVIft!hllettgWW4':!Y4 z Z ix 2 J U 000 U) W N w0 z d. I- w z � I- 0 Z F- w w U �. 0 — OH 113 u —o w z P z Exodus Seattle — II Bunker 05/26/00 Page 7 of 7 routine generator testing. The predicted noise level at the same location with two generators and the load bank is 57 dBA. z The predicted noise level at the nearest homes (about 250 feet from the bunker) is 56 re dBA with all five generators running at full load. If only two generators are running the u a noise level will be about 53 dBA. With a single generator running the noise level will be c� 0 50 dBA. Remember that the generators do not have to meet the nighttime noise cow ordinance limit of 50 dBA because they are exempt during a power failure. Even so, it is comforting to know that the facility will at least meet the daytime noise limits at the co nearest homes (with a 4 dBA margin of safety) with all units operating at full load. 2 g Q If you have any questions regarding these findings, do not hesitate to give me a call. D. d . Very truly yours, Z ' JGL Acoustics, Inc. H 0 W ~ Jerry G. Lilly, P.E. 0 cn 0 — President o i Member INCE, ASA, NCAC i v . u' tii z 0 z encl. cc. Rod Mandavi @ Alpha Tech sc m. xrr +^^':^,•••."""'•."' e�6°r r�nircxa ,w{rrxc�+:Marm»an!Cr.'+�g eavct'9�"!rat!?trts#kL"� +.'� .. 80 70 a . 60 d a 5 50 r d FBI 'd 0 c4 40 30 20 Exodus Seattle II Bunker Figure 1. Predicted Generator & Load Bank Noise* (at West Property Line) 63 125 250 500 1000 2000 4000 8000 Octave Band Center Frequency (Hz) —B— Load Bank Only (45 dBA) —R— 2 Generators Only (56 dBA) —A— 2 Generators & Load Bank (57 dBA) --A— 5 Generators & Load Bank (61 dBA) *Noise levels evaluated with reconunended noise control and generators running at full load. 3+ ?' 1�1*, Y""' x. �E' �?§? 34cY! 1". 7�' dfiESitl �enZCaav .:.�emnvcs:^:�= .Jr.�_ ^•<»..,,' ; �.�++y�tr v'+'.w�'nCn+.wtv+az'�x�tiy. -na z 1Z re w 6 oo ° UJ w; H. w 2 Q J LL 52 a W Z Z F, H Z I. Lu 2o o� 0 H, w I u. -O w z ,. U N O z Maxim FPE Secondary Silencer Notes: 1. Dimension L is measured from the center of the tee to the start of the elbow. 2. Centerline of full radius elbow must have curvature equal to 1.5 times pipe diameter. 9 as c n c r — = ^ ao crQ — s If m gr :1 94 F u o • is Maxim M -51 Primary Muffler 18" I.D. Exhaust Pipe Exodus Generator Bunker Generator Exhaust Piping System 3 a rn . h L = 68.2" (min.) ro 16" Branch Pipe —0- 16" to 18" Expansion Full Radius Elbow* Varies 1 16" I.D. Exhaust Pipe 5/26/00 GE -1 Z ~ W: 6 D.. U O N 0: • u)w' 111 1-- ww o. u- Q: _ a W. z j. z c w 111: •U = w ti b' 11 z; • O z solid nose cone i 8 " • 0 0 n a c c ✓ d 5. cra ▪ 2. Cig I -13 gi z CC 7 T Acoustical Baffle 22 gauge perforated steel 16 gauge solid septum 4" fiberglass insulation Acoustical Baffle Detail Sound Trap Width End View at Sound Trap Exodus Seattle — II Generator Bunker Radiator Transition Attenuator 4'r. far?ivAIPOrtAr tVd.V xd.msx.wnaxrrrerrwom.r..is aevouse,rowv,.. , ,d00 rei0.71WtiUNYtg7R7.9$4. .1A' NMMMafx�Lne tcu .+wr�wwiweasmw Radiator Width Acoustical Baffle End View at Radiator 16 gauge sheet steel 5/26/00 AC -1 z 1 Z ' W J U . 0 0 : co o: ww 1 N WO gQ co P = d _ . dr— I 0 Z F- w uj O N 0 I uf I H u., g. LU CO 1 I O- z 5/16 SH5624 U.S. ANCHOR BOLTS PULLOUT 1740 AT 3500PSI CONCRETE SHEAR 1460 AT 35OOPS1 CONCRETE BOLTS 1/4 DIAMETER BOLT HOLES 5/16 2 1/4' DEEP (DRILLED IN FIELD) •PANEL WIDTH =24 -30 INCHES •PANEL LENGTH =UP TO 12 FEET OC 00 00 04 00 OC 00 OC 0 0 C 00 0 0 OC 00 OC 00 OC 00 OC 00 OC 00 OC O O O C 00 C 00 OC 00 00 00 0 O O O 0 0 0 0 0 0 O O 0 0 0 0 0 0 O O O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O O O O O 0 O 0 0 O O O O O O 0 0 0 0 O 0 0 0 O 0 0 0 o 0 O 0 0 0 0 0 O 0 00 DOC 00 00 )OC 00 )OC 00 )OC 00 ( 00 )O( )0c 00 )0C oC oc o0C 00 )OC 00 )O( of 00 DOC 00 )O( OC 0 O C 00 )0C 00 00 00 )O( 00 0 0 )o( 00 )O( 00 00 )0( 00 )o( 00 )O( 00 )O( 00 )0c 00( 00 00 00 )O 2' 1 2' M90 ACOUSTICAL PANEL WALL MOUNTING DETAIL M90 PANEL NOTES: SOUND ABSORBING MATERIAL SHALL BE A MINERAL WOOL BATT INSTALLED IN THE CAVITY OF THE PANEL AND BE 2' THICK. THE MINERAL WOOL SHALL BE A MINIMUM OF 6LBS. PER CUBIC FOOT DENSITY AND CONFORM WITH FEDERAL SPECIFICATION 11H-1 -5588 AND ASTM STANDARDS C612 AND E136. ..411lfI6b.. EMPIRE ACOUSTICAL SYSTEMS Z BRACKET =16 GAGE STRUCTURAL QUAUYY ASTM A -446 GALVANIZED PANELS TO BE INSTALLED VERTICNIY TO FOLLOW CONTOUR OF CONCRETE WALL NO SHIMS OR SEALING COMPOUND HORIZONTAL ALIGNMENT ± 1/4'/20 FEET FOR METAL TO METAL FASTENING ZINC PLATED STRUCTURAL SELF DRILLING SCREWS WITH WASHERS NO.1/4' -14 3 /B HEX HEAD NOT DRAWN TO SCALE 11 -90 ACOUSTICAL PANEL WALL MOUNTING DETAIL dwgI m90113 1 G.L.R • 89 PARK AVENUE WEST MANSFIELD,OHIO 44902 (419)522 -0800 L DESCRIPTION The work shall consist of sound absorptive, backless panels to be fitted to an existing wall or barrier structure. The panels and support mechanisms shall be in close conformity with the ofimenslons and Tines shown on the plans and established by the engineer. 11. MATERIALS Backless Sound Absorptive Panels The panels shall be cold - formed steel conforming to Structural Quality ASTM A.446, and galvanized in accordance with ASTM A -525, Class G -90. Each panel shall have a minimum cover width of 24 or 30 inches with material thicknesses of 24 or 22 gauge. The individual panel or cell is available in lengths up to 12', nested within T channel clips horizontally attached to the existing wall or structure. The 'T channel shall be cold - formed steel galvanized in accordance with ASTM -525, Class G -90, with two 2' legs, 2 5/8' deep, punched with W16' diameter bolt holes on 24' centers. The panels and T channels may be galvanized or pre-coated for aesthetic appeal. Continuous Galvanized Perforated Face Panel The M -90 is made of perforated cold formed steel. The panel contains 3/16' diameter perforations on a 3/8 staggered pattern to be perforated prior to galvanizing. This continuous operation ensures conplete coverage on the perforations' inside diameter and offers a galvanized steel surface ready for continuous pre-coating where applicable. Fasteners Typical fasteners shall be galvanized, self- drilling, hexagon washer head screw. Fasteners may be color- coated to match panels, or stainless steel as required. 111. ACOUSTICAL PROPERTIES The sound absorbing panels shall have a Noise Reduction Coefficient (NRC) of 1.1 when tested by an independent laboratory in accordance with ASTM standard C423. "M -90" EMPIRE ACOUSTICAL SYSTEMS SPECIFICATIONS IV. CONSTRUCTION The retro - fitted sound absorption panels shall be installed vertically in accordance with engineering erection plan details. The T or '.r channels shall be plumb and true, aligned for either continuous appearance or staggered and spaced per plans and details. V. METHOD OF MEASUREMENT Steel sound barrier walls shall be measured in square feet of wall surface installed VI. ABSORPTIVE PROPERTIES Sound absorbing panels shall have a mineral rock wool sound absorbing batt between the perforated face and solid backing panel. The rock wool is to be a minimum of 1/2' from the surface of the perforated panel and shall fill the panel cavity and be 2' thick. It shall be a minimum of 6 bs. per cu. ft. density and conform with Federal Specifications HH- 1.5588 and ASTM standards C612 and E136. The mineral rock wool sound absorbing material shall absorb Tess than 1% of water, be noncorrosive, melt above 2,000'F, have a flame spread 5 or less when tested in accordance with ASTM standard E84, have a smoke development of 0, be rated incombustible by ASTM standard E136, be non - hygroscopic, and have a minimum NRC of 1.1 When specified, the Empire Acoustical Panel may use alternative absorptive materials such as fiberglass. i Empire Acoustical Systems 89 Park Avenue West Mansfield, OH 44902 USA (419) 522 -0800 z � re w QQ � JU 00 w = w • 0 _° F w z = H t— O z �- w w O • N 0 I— wW O Z w U O ~ z 91v..4TY,^�tmyy'.Fhc tit nfev;.�f o i tlFB >b1.11% 2.5 EMPIRE ACOUSTICAL SYSTEMS M -90 WALL MOUNTING PANEL 2.0 24.0 .50 EMPIRE ACOUSTICAL SYSTEI(S M -90 HALL MOUNTING PANEL DIG. 1345 I G.L.R 89 PARK AVENUE WEST MANSFIELD,OHIO 44902 (419)522 -0800 ■ z HW a te a J U UO co 0 co J u.• w o. a � � z F— 2 U .O -. 3 F. = H H • u_ O ti N, 0 z • SILENCER LENGTH .. INCHES OCTAVE BANDS " 1 2 3 4 5 6 7 8 CENTER FREQUENCY HZ. 63 125 250 500 1000 2000 4000 8000 FACE VELOCITY FPM DYNAMIC INSERTION LOSS IN DECIBELS -2000 19 22 19 15 11 17 21 18 14 11 36 +1000 16 20 17 13 10 rn +2000 16 19 '17 12 10 -2000 13 23 27 24 16 11 48 8-1000 +1000 D OD 12 9 22 20 26 25 24 ' '23 15 15 N r 11 10 +2000 10 19 24 22 14 10 -2000 12 27 33 30 17 13 12 -1000 12 27 31 30 17 13 12 60 +1000 11 N 25 30 29 17 13 12 +2000 10 23 29 28 17 13 12 -2000 13 31 39 34 18 13 72 2 -1000 13 13 33 V r 30 28 37 36 34 33 18 19 Cr NI' 13 13 +2000 12 26 34 33 19 13 -2000 20 35 45 39 20 15 14 84 +1000 n Ln 20 17 34 32 43 42 39 38 20 21 16 15 15 14 +2000 16 29 40 38 21 16 14 -2000 1.-. CD Lo 23 38 49 45 23 18 15 22 38 47 44 23 19 15 96 +1000 20 37 47 44 24 18 15 +2000 18 34 46 44 24 19 15 -2000 20 26 42 53 51 27 21 16 1 20- 1000 +1000 20 17 25 24 42 42 52 52 50 50 27 28 22 21 16 16 +2000 17 21 39 52 50 28 23 17 SONA/\F SILENCERS MODEL LBB Lower Band Attenuator Dynasonic Systems Inc. SonaTrap Duct Silencers are acoustically engineered with a unique aerodynamic design to attain a maximum of attenuation and a minimum pressure drop. SonaTrap Duct Silencers feature high performance, quality construction and low initial costs. Stabilized acoustical materials and rugged galvanized steel assure you of top performance in your specifications. This technical bulletin contains both forward ( +) and reverse ( -) flow duct silencer acoustic ratings measured in accordance with ASTM E -447 standard method of testing duct silencers: All acoustical performance and aerodynamic data is obtained from independent laboratory tests for the 3, 5, 7, and 10 foot silencers, the 4, 6, 8, and 9 foot acoustical performance data are based on comparative tests. Tests were conducted on 24" x 24" production silencers. 11/97 DYNASONIC SYSTEMS INC. A PCI lrlrrtr/rr Cu/ifty .....,. ,,..t..._ .._.�. eatnsNnnx,r.. , w, gnu 4'*., 5'Y I4 ",OPIT4 Z • w re 2 J U 00 N U) 11J J = U) u_ w gQ = d W Z � Z uj 0 0 O -. O I_- W w 2 L I O W Z 0 Z OCTAVE BANDS 1 2 3 4 5 6 7 8 HZ. • IMI M1 •11117F 4 l : • 0 SELF NOISE POWER LEVEL IN DECIBELS FACE VELOCITY FPM - 2000 54 50 53 56 57 60 59 50 -1000 45 41 42 46 47 45 38 26 +1000 47 35 35 35 41 38 26 20 +2000 55 51 57 57 52 56 55 49 So. FT. AREA So. FT. .5 1 2 4 8 16 32 64 128 F FACAC TOR R d b - 9 - 6 - 3 0 +3 +6 +9 +12 +15 SIZE • WxH FACE AREA SO. FT. AIR FLOW CFM 6 x12 .50 275 375 450 500 588 650 748 835 988 1180 1320 6 x 24 1.00 550 750 900 1000 1175 1300 1495 1670 1975 2360 2640 6 x 36 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 7.1/2 x 12 .63 347 473 567 630 740 819 942 1052 1244 1487 1663 7 - 1/2 x 24 1.25 688 938 1125 1250 1469 1625 1869 2088 2469 2950 3300 7 - 1/2 x 36 1.88 1034 1410 1692 1880 2209 2444 2811 3140 3713 4437 4963 9 x 12 .75 413 563 675 750 881 975 1121 1253 1481 1770 1980 9 x 24 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 9 x 36 2.25 1238 1688 2025 2250 2644 2925 3364 3758 4444 5310 5940 12 x 12 1.00 550 750 900 1000 1175 1300 1495 1670 1975 2360 2640 12 x 18 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 15 x 12 1.25 688 938 425 1250 1469 1625 1869 2088 2469 2950 3300 15 x 18 1.88 1034 1410 1692 1880 2209 2444 2811 3140 3713 4437 4963 18 x 18 2.25 1238 1688 2025 2250 2644 2925 3364 3758 4444 5310 5940 18 x 30 3.75 2063 2813 3375 3750 4406 4875 5606 6263 7406 8850 4900 18 x 36 4.50 2475 3375 4050 4500 5288 5850 6728 7515 8888 10620 11880 24 x 18 3.00 1650 2250 2700 3000 3525 3900 4485 5010 5925 7080 7920 24 x 24 4.00 2200 3000 3600 4000 4700 5200 5980 6680 7900 9440 10560 24 x 36 6.00 2300 4500 5400 6000 7050 7800 8970 10020 11850 14160 15840 24 x 48 8.00 4400 6000 7200 8000 9400 10400 11960 13360 15800 18880 21120 36 x 24 6.00 2300 4500 5400 6000 7050 7800 8970 10020 11850 14160 15040 36 x 36 9.00 4950 6750 8100 9000 10575 11700 13455 15030 17775 21240 23760 36 x 48 12.00 6660 9000 10800 12000 14100 15600 17940 20040 23700 28320 31680 LENGTH INCHES STATIC PRESSURE LOSS IN INCHES "H 36 .05 .10 .15 .18 .25 .30 .40 .50 .70 1.00 1.25 48 .05 .10 .15 .19 .26 .31 .41 .52 .72 1.03 1.29 60 .06 .11 .15 .19 .26 .32 .42 .53 .74 1.06 1.32 72 .06 .11 .16 .20 .27 .33 .45 .55 .76 1.08 1.34 84 .06 .11 .16 .20 .28 .34 .48 .56 .78 1.11 1.39 96 .07 .13 .18 .23 .30 .37 .49 .60 .84 1.19 1.49 120 .07 .13 .19 .23 .32 .39 .51 .64 .90 1.28 1.60 SELF GENERATED SOUND RATINGS SELF GENERATED NOISE ADJUSTMENT FACTORS DYNASONIC SYSTEMS INC. A PC/ lilislrl,s Compsly MODEL LBB AERODYNAMIC PERFORMANCE DATA Airflow rating for the 12 x 12 size, shaded area, represents both CFM /Sq. Ft. and Face velocity in FPM. Use this to get rating for multiple module silencers. Sonatrap duct silencers are tested in accordance with ASTM E-477 airflow test, downstream measurements include "static regain ". If silencers are installed immediately before or after elbows, transitions, at the intake or discharge of the system or without a duct, allowance to compensate for such conditions must be included when calculating the operating pressure loss through the silencer. Failure to make allowance for these conditions can add several velocity heads to the pressure loss of the system. STANDARD CONSTRUCTION Outer Casing 22 Gauge Galvanized Steel. Inner Baffles 24 Gauge Galvanized Perforated Steel. Filler Material Fiberglass of sufficient density and packed under 5% compression. Rated under UL test procedures 723. Meets ASTM E136, C24, E119 and E84 burning characteristics. Meets NFPA 90A. Flame Spread 15 Fuel Contribution 0 Smoke Developed 0 Silencer shall not fail structurally when subjected to a differential air pressure of 8" w.g. inside to outside. Other material available. Contact factory. Inlorrtutron is correct at time 01 printing. However we reserve the right to make changes without notice. 2824 N. Sylvania Ave., Fort Worth, TX 76111 Phone: (817) 831.9679, Fax: (817) 831-3110 SILENCER ;.LENGTH INCHES OCTAVE BANDS:: CENTER FREQUENCY HZ. 63 125 250 500 1000 2000 4000 8000 :::: VELOCITY:FPM ` 1 DYNAMIC INSERTION LOSS IN DECIBELS 36 -2000 +1000 +2000 10 9 10 8 LO C') 26 25 24 22 28 26 28 26 26 25 26 26 20 18 23 21 15 16 16 16 12 13 13 14 4 -2000 -1000 + 1000 +2000 13 12 11 9 CD I- CD LO 32 30 28 25 35 43 32 30 34 33 32 31 24 23 25 25 16 18 18 18 13 14 14 15 60 -2000 -1000 +1000 +2000 16 16 13 10 22 21 19 18 38 36 32 29 42 41 37 34 42 41 39 36 29 29 28 30 18 21 21 20 lA CD CD 72 -2000 -1000 +1000 +2000 16 16 13 10 24 23 21 19 41 40 36 34 46 45 43 40 47 46 44 42 32 32 32 34 20 22 25 24 14 15 17 17 8 4 -1000 -2000 + 1000 +2000 17 16 13 11 27 26 24 21 45 45 41 39 51 50 49 46 53 51 49 49 36 35 37 38 23 24 30 29 15 16 19 19 9 6 - 1000 -2000 +1000 +2000 19 19 17 14 29 26 26 23 46 48 44 43 52 51 51 50 53 51 51 51 40 40 42 42 24 26 33 32 16 17 20 21 1 2tJ -2000 -1000 +1000 +2000 22 21 17 31 29 26 48 51 48 48 54 53 54 54 54 52 53 54 44 45 47 47 25 29 36 36 18 19 22 24 IS DSI SONAJZ SILENCERS MODEL LBA Lower Band Attenuator Dynasonic Systems Inc. SonaTrap Duct Silencers are acoustically engineered with a unique aerodynamic design to attain a maximum of attenuation and a minimum pressure drop. SonaTrap Duct Silencers feature high performance, quality construction and low initial costs. Stabilized acoustical materials and rugged galvanized steel assure you of top performance in your specifications. This technical bulletin contains both forward ( +) and reverse ( -) flow duct silencer acoustic ratings measured in accordance with ASTM E -447 standard method of testing duct silencers. All acoustical performance and aerodynamic data is obtained from independent laboratory tests for the 3, 5, 7, and 10 foot silencers, the 4, 6, 8, and 9 foot acoustical performance data are based on comparative tests. Tests were conducted on 24" x 24" production silencers. 11/97 DYNASONIC SYSTEMS INC. A PCI I,ros1r!os col /soy „lRgro'i!�xfu"i!f';'�F M Y>+ T !r! t 'rr- tTv�:e^•S,:- +•,•Y••,....rgc n. Mkr. �.• n•»•••. arrrf �t�• �qr,. stw'. th:�e:rv�z�nr »tmya:�c! �•�!'d;+rtt; T' vtipY7l S, tl7SN' �V..�J!��i�_.�,i+.3��- /�,�.U$1t z W re 0 W • I CO w . w 0 u-a = d � z � I— O W � W O • N OF W W O O Z • SIZE WxH FACE AREA SO. FT. AIR FLOW CFM , 6 x 12 .50 275 375 450 500 588 650 748 835 988 1180 1320 6 x 24 1.00 550 750 900 1000 1175 1300 1495 1670 1975 2360 2640 6 x 36 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 7 -1/2 x 12 .63 347 473 567 630 740 819 942 1052 1244 1487 1663 7 -1/2 x 24 1.25 688 938 1125 1250 1469 1625 1869 2088 2469 2950 3300 7 -1/2 x 36 1.88 1034 1410 1692 1880 2209 2444 2811 3140 3713 4437 4963 9 x 12 .75 413 563 675 750 881 975 1121 1253 1481 1770 1980 9 x 24 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 9 x 36 2.25 1238 1688 2025 2250 2644 2925 3364 3758 4444 5310 5940 12 x 12 1.00 550 750 900 1000 1175 1300 1495 1670 1975 2360 2640 12 x 18 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 1 15 x12 1.25 688 938 425 1250 1469 1625 1869 2088 2469 2950 3300 15 x 18 1.88 1034 1410 1692 1880 2209 2444 2811 3140 3713 4437 4963 18 x 18 2.25 1238 1688 2025 2250 2644 2925 3364 3758 4444 5310 5940 18 x 30 3.75 2063 2813 3375 3750 4406 4875 5606 6263 7406 8850 4900 18 x 36 4.50 2475 3375 4050 4500 5288 5850 6728 7515 8888 10620 11880 24 x 18 3.00 1650 2250 2700 3000 3525 3900 4485 5010 5925 7080 7920 24 x 24 4.00 2200 3000 3600 4000 4700 5200 5980 6680 7900 9440 10560 24 x 36 6.00 2300 4500 5400 6000 7050 7800 8970 10020 11850 14160 15840 24 x 48 8.00 4400 6000 7200 8000 9400 10400 11960 13360 15800 18880 21120 36 x 24 6.00 2300 4500 5400 6000 7050 7800 8970 10020 11850 14160 15040 36 x 36 9.00 4950 6750 8100 9000 10575 11700 13455 15030 17775 21240 23760 36 x 48 12.00 6660 9000 10800 12000 14100 15600 17940 20040 23700 28320 31680 LENGTH INCHES STATIC PRESSURE LOSS IN INCHES "H 36 .17 .31 .45 .56 .77 .95 1.25 1.56 2.18 3.10 3.90 48 .18 .33 .48 .59 .81 1.00 1.32 1.65 2.30 3.29 4.12 60 .19 .35 .50 .62 .86 1.05 1.39 1.73 2.43 3.45 4.32 72 .20 .36 .51 .64 .89 1.08 1.43 1.78 2.50 3.56 4.46 84 .20 .37 .52 .66 .91 1.11 1.47 1.83 2.57 3.66 4.58 96 .22 .42 .59 .76 1.02 1.24 1.65 2.06 2.88 4.11 5.15 120 .25 .46 .66 .82 1.13 1.38 1.83 2.28 3.19 4.56 5.71 OCTAVE BANDS 1 2 3 4 5 6 7 8 HZ. 63 125 250 1K 2K 4K 8K +9 SELF NOISE POWER LEVEL IN DECIBELS FACE VELOCITY FPM -2000 58 53 57 61 61 62 65 63 -1000 45 42 44 43 44 49 43 36 +1000 46 41 45 42 45 48 44 36 +2000 67 64 65 65 61 61 63 61 FACE AREA SO. FT. .5 1 2 4 8 16 32 64 128 F FACTACT OR R d b -9 -6 -3 0 +3 +6 +9 +12 +15 ...vnfaw..iaYX. A e.,< Y.; s% e& 6 iZ :ww >ri..:Sa;:auHT+,us.' +a.VCfis: Airflow rating for the 12 x 12 size, shaded area, represents both CFM /Sq. Ft. and Face velocity in FPM. Use this to get rating for multiple module silencers. SELF GENERATED SOUND RATINGS SELF GENERATED NOISE ADJUSTMENT FACTORS Dsi DYNASONIC SYSTEMS INC. A PCI /i/rslris: Co.p„y .,.. w, utr^c�;raxtt�^�,wsr,*p�WS^.ktF' care? aw�sr;-K. �ny't^�.;.,r.,s.,t,.,�.»...�,•� MODEL LBA AERODYNAMIC PERFORMANCE DATA Sonatrap duct silencers are tested in accordance with ASTM E -477 airflow test, downstream measurements include "static regain ". If silencers are installed immediately before or after elbows, transitions, at the intake or discharge of the system or without a duct, allowance to compensate for such conditions must be included when calculating the operating pressure Toss through the silencer. Failure to make allowance for these conditions can add several velocity heads to the pressure loss of the system. STANDARD CONSTRUCTION Outer Casing 22 Gauge Galvanized Steel. Inner Baffles 24 Gauge Galvanized Perforated Steel. Filler Material Fiberglass of sufficient density and packed under 5% compression. Rated under UL test procedures 723. Meets ASTM E136, C24, E119 and E84 burning characteristics. Meets NFPA 90A. Flame Spread 15 Fuel Contribution 0 Smoke Developed 0 Silencer shall not fail structurally when subjected to a differential air pressure of 8" w.g. inside to outside. Other material available. Contact factory. Inlormalion is correct at time of printing. However we reserve the right to make changes without notice. 282.1 N. Sylvania Ave., Fort Worth, TX 76111 Phone: 1817) 831.9679 , Fax: (817) 831-3110 z W ce 6 U0 W = !` N W WO 2 LL CO W F- Z H 0 Z UJ W 0 ON D H W W 1- L I O W Z U (I) - O 1- z • • • • Permacote® Linacoustic® Standard, HP and R -300 Fiber Glass Duct Liners Temperature Limit: 250 °F (121°C) Thermal Performance (ASTM C 518) Thickness R-Volue (in.) (mm) (hr•h /BTU Permacote Linacoustic Standard 1 /2 1 1 /2 2 25 38 51 Permacote Linacoustic HP 1 25 Permacote Linacoustic R -300 1 2 Sound Absorption Coefficients (ASTM C 423, Type "A" Mounting) Thickness Sound Absorption Coefficient at Frequency(Cycles per Second) of (in.) (mm) 125 250 500 1000 2000 4000 NRC Permacote Linacoustic Standard 1 /2 1 11/2 2 25 38 51 13 25 38 51 Permacote Linacoustic HP 1 25 Permacote Linacoustic R -300 1 11/2 2 25 38 51 Available Sizes Thickness (in.) 1 /2 1 1 /2 2 Roll Width* (in.) 34 to 36 46 to 48 58 to 60 Rotl length • • (lineal ft.) 50 100 150 200 '4.11001. ,n 1 /4' 16 4mm1 mc,umunIs 2.2 4.0 6.0 8.0 4.2 0.74 0.24 1.36 4.3 6.3 8.4 .04 .09 .16 .23 Permacote Linacoustic Standard .18 .29 .51 .73 0.39 0.70 1.06 1.41 0.76 1.11 1.48 .43 .67 .90 1.05 .09 .31 .69 .91 .08 .15 .27 .32 .63 .81 .72 1.01 1.11 For additional product information, please refer to AHS - 156 and AHS - 158 data pages. (mm) (in.) 13 1 25 38 51 (mm) 864 to 914 1168 to 1219 1473 to 1524 (lineal meters) 15 31 46 61 'Chuck - pion, lo■ a.adobdhy m - NYrCMR1Rfi t7!!.?5 tt"k hJer, x +s ir�r mn »:•t ,. t . . u ... Description Permacote Linacoustic Standard and HP are flexible duct liner insulations. Permacote Linacoustic R -300 is a rigid, plenum liner board. The airstream sur- face is protected with Permacote, a durable, state -of -the -art acrylic surface treatment. Factory- applied Edge Coating'. Edge coating is factory applied to protect against airstream erosion. • US Patent No. 4990370; Canadian patent pending. .69 .89 1.05 1.13 .99 1.07 1.13 (in.) 100 Conductance 8TU /(hr•h °F) 0.45 0.25 0.17 0.13 0.23 0.15 0.12 .89 1.03 1.06 1.06 1.02 .99 1.01 1.07 2.55 1.42 0.96 0.74 1.31 0.85 0.68 .55 .70 .90 1.00 1.02 1.03 .75 1.07 1.01 1.06 Permacote Linacoustic HP 34 to 36 46 to 48 58 to 60 (lineal h.) 1.00 .88 1.05 (mm) 25 W/m .80 .95 1.05 (mm) 864 to 914 1168 to 1219 1473 to 1524 (lineal meters) 30.5 Applications Both Permacote Linacoustic Standard and HP are designed as liners for sheet metal ducts in s stems operating at velocities up to 5000 f (25.4 m /sec.). Permacote Linacoustic R-300 is specifical- ly designed as a liner for sheet metal plenums in air conditioning, heating and ventilating systems operating at velocities up to 5000 fpm (25.4 m /sec.). Advantages • Improves indoor building environment • Absorbs disturbing sound • Impervious to dust and dirt • Will not support microbial growth • Maximum rated velocity of 5000 fprn (25.4 m /sec.) as tested per UL 181 • Resists damage • Low airflow resistance • Meets the State of Washington requirements for emissions of TVOC and CHOH • ISO 9000 certified manufacturing location Surface burning characteristics (Composite) Available Specification Compliance ASTM C 1071, Type I (Type II for R -300) (Replaces HH•I.5458 and NAIMA AHC 101) ASTM G -21 and G -22 NAIMA Duct liner Installation Standard SMACNA Application Standards for Duct liners NYC MEA #353.93 -M Conforms to ASHRAE 62.89 NFPA 90A and 908, FHC 25/50 and Limited Combustibility Canada: CGSB 51-GP-11M (51.10.92 For R -300) CAN /ULC S102-M88 Permacote Linacoustic R -300 liner is available in board form and in thickness- es of 1 11/2" and 2" (25mm, 38mm and 51 mm). In addition to the standard 48 96" (1219mm x 2438mm) sheets, non - standard sizes up to 4 (102mm) thicknesses and 120" (3.1 m) lengths are available. 15250/SC H BuyLine 5737 FHC 25/50 per ASTM E 84, NFPA 255,111 723, CAN /ULC 5102 -M88 7 rn :9"ir,^.- `'Ax^3'k9�Pn- 7hw� *,».: Z � cc W 6 U O 0 N J 1= (0 u W O u_? w = W Zp._ F- Z F- LU W U � O N OH W W . 2 1-- H Z Lu O ▪ ~ Z • Broadcast Studios Announcer Booths Dubbing Rooms Editing Rooms Recording Studios Sound Stage Control Rooms Production Studios Rehearsal Halls Concert Halls Back Stage Scene Shop Sound Locks Music Practice Rooms Language Laboratories Conference Rooms Hotel Suites Private Offices THE STANDARD OF SILENCE 0 These fully factory assembled units feature: Self- Aligning Magnetic Seals Integral Bottom Seal Cam -Lift Hinges Concealed Fasteners Time - Saving Split Frame Prime Paint Mortise Lock Edge Prep ADA Compliance Choose from the following options: STC 43 Flush 20 min UL STC 51 Narrow Lite 60 min UL STC 54 Full Vision 90 min UL Single Leaf Laboratory developed and held proven in thousands of installations for all applications Teleconferencing Rooms Convention Centers Police Interrogation Rooms Audiometric Testing Suites Psychological Therapy Rooms Interview Rooms Speech Therapy Rooms Counseling Rooms Computer Rooms Firing Ranges In -Plant Offices Portable Shelters Manufacturing Area Offices Engine Test Cells Acoustic Shielded Rooms Secure Telephone Booths SCIF Facilities Machine Enclosures INDUSTRIAL ACOUSTICS COMPANY NOISE — LOC K BULLETIN 9.0102.0 Supersedes Bulletin 3 0505 1 z W t 2 J U O 0 CO 0 W I - t•— U w 2 � • a I-W z = � w ~ 0 0— w F- H `-- z L C " ) U= 0 z "lb, / �// 14 GA. FRAME WA IL S S QTY. MODEL DOOR ROUGH OPENING SIZE : 41 1/2" Wide x 87" High (1054mm Wide x 2210mm High) Refer to tAC Drowing No. 8- 62599 -200 for additional Installation Instructions. TOP Or FINISHED FLOOR w am THICKNESS , ----- (SIZE x STC RATING x SWING x WINDOW) 3070 — STC 43 — RH — F ' \ J / \% /\ / . \ " 0 S P D • • R • R D E R F 0 R n / 1 CAM � (US26D J/14 GA. LEAF — LIFT HINGES FINISH) BOTTOM COMPRESSION SEAL 3 STC -- •• 1 3 (76 mm) 3070 — STC 43 — LH — F* 3070 — STC 43 — RHR — F ' DOOR FRAME 1 3/4" TN.. DOO mm) R LEAF DOO HEAD /JA ►IB /Sell 3070 — STC 43 — LHR — F • 3070 — STC 43 — RH — N J 3070 — STC 43 — LH — N IAC "SPLIT" FRAME : NOTE LOCATION 3070 — STC 43 — RHR — N 3070 — STC 43 — LHR — N /B• 1 (9.smm� 43 ��TENER 3070 —STC 51 — RH — F ` �� DOUBLE STUDS (MIN, X14 GA.) •. 1 3/ � "P' (S5 mm) CLEAR OPENING L-1— I1�1. 1 i '= 3070 — STC 51 — LH — F' WALL 3070 51 — F � I THICKNESS L .._.._.. I _STC _RHR 3070 STC 51 LHR F ` 1- TY00D NAILER TYP. BOTH JAMBS ROUGH OPENING WIDTH NOTE: Mole Frame Section is Factor set at 12". Field trim w oll conditions of Installation. FRAMING DETAIL �� 3070 — STC 5 1 — RH — N mi. � 2 LAYERS 5/6" GYP, TYP. BOTH SIDES. CUT INNER LAYER BACK AT W000 NAILER. BOTH JAMBS ACOUSTIC SEALANT TYP. 3 -PLCS. (ALL AROUND) y "war FRAME SECTION to suit (sea NOTE) (T6 ( !" mm) 3070 — STC 51 — LH — N 3070 — STC 51 — RHR — N 1/T" NA. . (63.5 mm) ( ( DOOR LEAF llEAO /JAMB /Sell 3070 — STC 51 — LHR — N 3070 — STC 51 — RH — FG { — I 3070 — STC 51 — LH — FG 3070 — STC 51 — RHR — FG 3070 — STC 51 — LHR — FG TOTAL # of DOORS — 1 ` S /B' (9.Smm) -I STC 51 3070 — STC 54 — RH — F 3070 — STC 54 — LH — F WALL 3070 — STC 54 — RHR — F 3070 — STC 54 — LHR — F "ICK L.._.._..1 SIGNED DATE APPROVAL AUTHORIZATION (,) = U.L. FIRE LABEL OPTION 20/60/90 Min. `••_ 1mi 1 3- (76 m) STC 43 STC 51 STC 54 ELEVATION SWING: HAND ALL DOORS BY STANDING OUTSIDE. ON KEYSIDE. FACING THE DOOR. WINDOW OPTIONS AVAILABLE F 6 N 6 "— (G — 6" LI( c ---_. 6 HyI 3 ( ' /r ' "`' (89 mm) DOOR LEAF STANDARD DOOR FEATURES isix 36" ■ 84" (914.4 mm . 2133.6 mm) CLEAR OPENING Imo ALL GALVANNEALED CONSTRUCTION. PRIME PAINTED r SPLIT FRAME ASSEMBLY FRAME FACTORY SET FOR 12" (305 mm) WALL no (1) PUSH PLATE, (2) PULL HANDLES (SHIPPED LOOSE) LEAF & FRAME EDGE PREP. FOR MORTISE LOCKSETS sox r 3/B' (9.5mm STC 54 HEAD HEAD/am/9u Ell RAND IHR l[1 IMO REVERSE RH RICH) RAND RIIR 111011 1 RAND REVERS[ (LUSH - NO 141NDON fLRRON III( W1ltDOW BA VISION WINDOW © Copyright 1991, last revised August 1997 website: http:/ / www.industrialacoustics.com e-mail: info@industrialacoustics.com IN THE U.S.: 1160 COMMERCE AVENUE, BRONX, NEW YORK 10462 -5599, TEL: (718) 931 -8000, FAX: (718) 863 -1138 IN THE UK: IAC HOUSE, MOORSIDE ROAD, WINCHESTER, HAMPSHIRE, S023 7US, TEL: (01962) 873000, FAX: (01962) 873111, TELEX: 47117 IN GERMANY: SOHLWEG 17, 0 -41372 NIEDERKROCHTEN, TEL: (02163) 8431, FAX: (02163) 80618 TECHNICAL REPRESENTATION IN PRINCIPAL CITIES THROUGHOUT THE WORLD -JLYMPIC ENGINEERED SALES. hilted in U.S.A. 1015 t,:.,:n Street :: I:V.13. Washington 96004.6367 ' 654 -0701 F9X' 454 • 'P4!r�t#rt�''AY197UI!3erleexate x Z W f J U 0 0 V) 0 LU = H � w 0 2 LL Q z d. i W ZI- W U 0 O - 1- . W W ` 1— 0 u z uJ 0 z r MAGNETIC NOISE CONTROL SEALS is Door and Window Selection Guide • OPTIONS • WT SEAL TYPE HINGE U/L RECOMMENDED INTEGRAL STC MODEL NO. LB/SQ. FT. ASTRAGAL NOTES TYPE LABEL MAX.V/L AREA HINGES THRESHOLD 42 NC6 -15 -8642 8.5 NC6 STD BCDE 900 SO. IN. C/L ALUM. OR S.S. 44 NC6- 15.8944 10.1 NC6 C/L BCDE 300 SO. IN. STD ALUM. OR S.S. 46 NC6- 18.9146 12.9 NC6 C/L BCDE 216 SO. IN. STD ALUM. OR S.S. 46 NC7 -19 -9346 . - 14.3 NC7 FULL GLASS C/L BCDE 1440 SO. IN. STD ALUM. OR S.S. 48 NC6 -16 -8848 12.7 NC6 C/L ABCDE CALL STD ALUM. OR S.S. 49 NC7 -16 -8649 12.7 NC7 STD ABCDE CALL C/L ALUM. OR S.S. 50 NC7-18-9150 12.9 NC7 C/L BCDE CALL NA ALUM. OR S.S. 51 NC7-17-8951 14.4 NC7 C/L ABCDE CALL NA ALUM. OR S.S. COMPRESSION NOISE CONTROL SEALS 44 NC2-15-8544 8.5 NC2 STD BCDE 300 SO. IN. C/L ALUM. OR S.S. 45 NC3 -15 -8545 8.5 NC3 STD BCDE 300 SO. IN. C/L ALUM. OR S.S. 46 NC5-19-9346 `, 1 14.3 ... • . NC5 FULL GLASS • C /L' , BCDE 1440 SO. IN. STD ALUM. OR S.S. 47 NC3-16-8547 12.7 NC3 STD BCDE 216 SO. IN. C/L ALUM. OR S.S. 49 NC5 -18 -9149 12.9 NC5 C/L BCDE CALL STD ALUM. OR S.S. 50 NC3 -16 -8550 12.7 NC3 C/L ABCDE CALL STD ALUM. OR S.S. 51 NC5 -17 -8951 14.4 NC5 C/L ABCDE CALL STD ALUM. OR S.S. 52 NC5 -19 -9352 12.4 NC5 STD ABCDE CALL C/L ALUM. OR S.S. 53 NC5 - 19.9353 e3 - ". 4,z ,k12.4 ..p:NC5 :.' 13/4 "•.STC 53 .- 'STD ','• °'ABCDE 'CALL ":'-C /L ' AIR S.S. 55 NC12 -30 -9155 22.9 NC12 3" THICK C/L NA NA NA ALUM. OR S.S. W000 DOORS WITH COMPRESSION NOISE CONTROL SEALS 46 NC3 -WD1 -9146 7.0 NC3 C/L NA CALL NA ALUM. OR S.S. 47 NC5-WD1-9147 7.0 NC5 C/L NA CALL NA ALUM. OR S.S. PAIRS OF DOORS 45 NC6 -216 -8945 12.7 NC6 /A1 C/L ABCDE 300 SO. IN. STD ALUM. OR S.S. 46 NC3-216-8946 12.7 NC3 /A1 C/L ABCDE 300 SO. IN. STD ALUM. OR S.S. 47 NC6-216-8947 12.7 NC6 /A1 C/L ABCDE 216 SO. IN. STD ALUM. OR S.S. 49 NC6- 216 -8949 12.7 NC6 /A2 C/L BCDE CALL NA ALUM. OR S.S. 51 NC7-216-8951 12.7 NC7 /A2 C/L BCDE CALL NA ALUM. OR S.S. NOISE CONTROL VIEW WINDOWS STC MODEL NO. THK. WT. AREA TESTED GLASS TYPE GLAZING TYPE 39 NCV -25 -8639 8" 9.3 21 SO. FT. 1/4" LAM. ZIPPER GASKET 42 NCV -50 -8642 8" 11.3 21 SO. FT. 1/2' LAM. ZIPPER GASKET 47 NCV- 2525MW -47 8' 10.5 21 SO. FT. 1/4" MONO. x 1/4" WIRE NEOPRENE 49 NCV- 2525L -49 8' 11.0 21 SO. FT. 1/4' LAM. x 1/4" LAM. NEOPRENE 50 NCV- 3825L -50 8" 12.4 21 SO. FT. 3/8' LAM x 1/4" LAM. NEOPRENE 52 NCV- 255 -8652 8' 14.9 21 SO. FT. 1/4' LAM. x 1/2" LAM. NEOPRENE 56 NCV- 255 -8656 8" 14.9 21 SO. FT. 1/4' LAM. x 1/2" LAM. ZIPPER GASKET Unless otherwise noted, doors tested are flush design and 1.3/4' thick. Noise Control Seals, Astragals and Cam Lift Hinges are KriegerSonic proprietary design, patent pending. Std. = Standard mortise butt hinge. C/L = Cam Lift hinge. New Item Los Angeles Office 4880 Gregg Road Pico Rivera CA 90660 5102 Tel. 3?8.695.0545 Fax 310. 692.0146 Mesa Office 1645 East Draper Circle 3625 Interlake Ave. North 850 So. Van Ness Ave. 11635 Lackland Road Mesa AZ 85203 Seattle WA 98103 San Francisco CA 94110 St. Louis, MO 63146 J Tel. 602.834.0555 Fax 602. 834.8896 " =fitfi`�. �.. .. .•. r�' i? "•Y!FR)?us`,C'G*.r�is.^- ;;.�r« �...,.,.,.�_'..�'3fy tier.^.rrs:1:�,;ci:r..x:z�c:- .cam- n,..:,mwa."n Seattle 011ice San Francisco 011ice St. Louis 011ice Tel. 206.547.1382 Tel. 415.282.2688 Tel. 314.993.9119 Fax 206. 547.7322 Fax 415. 282.1766 Fax 314. 993.7173 Peq!; .r Int U S A ... ..,�.,. .�, ...vv.:s :..... .. .. ...r .. ywa .♦'.T, ^;uvR•^s »naal�.i4Fk'!tF, Y V;2R;�T$vYi'I;f"f!';u?e;!v_ Z ~ W re 2 J U O 0 N O w J I- N W WO � to a = f. W Z = H I Z H W gy U ON O I- WW u. 0 . Ii Z = R. O~ Z X M k?s., ii; ' .. ; r • • "T a YP. .. :, F r ✓ ..c`• -! "..7.`W, ^4 r 1 - s. ' ` ia' �';; • ,_ (, ° : >S .s ti.! a _S�pdn r� �? • : �'tFz� c'Ca cDelT Constant C ojo r / 'Siz " p b a s to .1 ftisAn P'' SM ..;� r:(f � , .:t 1 .._( ) •, Fe;. ._ 4, : ' r it ",•: : W t -:. _ ,4 ' ri O n ',Soong. nn Free r. . • OD ' ' Hel ht ` 9 om s,: •. ..' B . ... b /•1. .. J. . . _ % ' ii' j . �, s4. .} , • •. D`'3� ":: =' H ` ». +x. ... .. .... : •r••:•. Rod $ 1 '' " •C ' ' i:. ` :>; Lower K;;Mez. -: ''Bolt: -' Rod ' ;.Rod ;Eaten -" - • f • .. Centers Penetration :: Dia. ':sion -z ',W. "� "BC: • • .IRP •. MAD ! X -23 23 1.30 18 Brown X -33 33 1.10 30 Red X -54 54 1.20 45 White X -76 76 1.02 73 Black 11,2 21 1 -4 2 41/4 27/8 5 3 3/8 13/4 X -113 113 1.00 113 Yellow X -130 130 1.00 130 Purple X -175 175 1.00 175 Silver X -210 210 1.00 210 Blue A -12 12 1.00 12 Red A -18 18 1.00 18 Gray 1 3 , 4 1 3 /8 23/4 53/4 33/4 7 3 5/8 21/4 30- A -25 25 1.00 25 Orange A -41 41 1.18 35 Pink A -56 56 1.14 49 Black 13 4 21,4 3 8 23/4 53./4 33 ;4 71/8 4 5/8 21;4 PC30- A -73 73 1.06 69 Tan A -95 95 1.01 94 Green 8.138 138 1.32 105 White W30- 6-222 222 1.16 191 Blue 6-278 278 1.09 255 Purple 23 8 2 7 8 1 2 4 7 43/4 8 1 .2 41/4 5,8 2 8-336 336 1.00 336 Silver B -410 410 1.07 385 Black 9.540 540 1.00 540 Yellow C -630 630 1.13 558 Gray C -800 800 1.00 800 Orange 2 3 8 - 4 8 51/4 - 5 3/4 23/4 C -1010 1010 1.10 920 Green C -1265 1265 1 00 1265 Red 0.1575 1575 1.23 1280 Pink 33 4 4 7 8 -- 4 3.4 12 1 '2 53/4 - 7 7 8 2 0.2150 2150 103 2095 Purple F.2760 2760 1.00 2760 Silver 4 1 2 5' 8 -- 6 12 6 1 4 - 7 7 a 2 1 '2 1" DEFLECTION 30° SWING - X, A, B, C, D & F SPRING HANGERS 30 FOR ROD ATTACHMENT MASO 1 INDUSTRIES UPPER & LOWER RODS BY OTHERS PC30 TYPE 30 PRECOMPRESSED NEOPRENE or EPOM SPRING CUP with a projecting bushing to prevent steel to steel contact. Rod can swing 30° before contacting resilient bushing. .. . »axrcxrr»y,w��tec �uvakmN. 3d4D'�Ct9^.�c.`k7rsatcsc*1 UPPER RODS BY OTHERS PRECOMPRESSION WASHER- Hangers are precompressed to rated load or assigned load as required. Ratings & Dimensions for 1" Deflection Spring Hangers (inches) 'All springs have additional travel to solid equal 10 50% of Rated Deflection. DEFLECTION SCALE Turn nut counter- clockwise to provide washer clearance after hanger is fully loaded. W30 TYPE 30 PRECOMPRESSED FOR WIRE OR HORIZONTAL BOLT ATTACHMENT EYE BOLTS top and bottom for wire or horizontal bolts MAXIMUM BOLT DIAMETER PRECOMPRESSION WASHER - Hangers are precompressed to 60% of rated load. Washer disengages when full load is applied. :.rzim•, <tr,�e:w;t� rmnrunn>v�,�.« :{ ri m_ , :t9"+h'nC!Y JF ! �• i !�i!;' 'ika9r4 SIZE A B C N 0 P EST. WT. LBS. MIN. MAX. • 1 '/2 7 26 1 3 11 6'/2 24 13 • 2 10'/4 25 2 3'/2 10 8 23 20 • 2 12 36 2 4 1 /2 15 9 33 35 • 3 14 45 3 5 21'/4 10 42'/2 80 . 3'/2 16 53 3 6 25 11 50 95 4 18 64 4 6 31 12 61 '/4 200 5 22 72 5 8 35 14 69 285 6 26 85 6 9 41'12 16 82 370 8 30 103 8 10 50 18'/2 100 585 10 36 118 10 12 59 21'/2 115 860 12 36 146 12 13 58 21'/2 143 1295 14 40 145 14 16 56 23'/2 142 1450 ■ 16 45 164 16 18 63 26 161 2030 18 50 188 18 20 74 29 185 2520 20 54 217 20 21 84 31 214 3090 22 60 230 22 23 92 34 227 3930 24 •64 258 24 25 105 36 255 4550 26 68 283 26 26 115 38 280 6380 28 72 315 28 28 128 40 312'/4 7560 30 78 326 30 30 133 43 323'/2 8760 MAXIM MODEL M51 SILENCERS ACCESSORIES AND STANDARD MODIFICATIONS Handholes for cleaning and companion flanges are available as optional accessories at additional charge. All models can be sup- plied with a side inlet or side outlet connec- tion to facilitate installation. The tables for the M51 Silencer indicate minimum and maximum possible locations of side inlet connections. • Sizes We and smaller have NPT connections 117.9408 INLET 6 CC w 2 Z w 12 w J _ V1 40 30 20 10 24 or Larger = . = = = = ==5. q== _ === = =passes.% -------,----- - _= = _ =- �3= = �_ = ==a0 = =. == == ---'4 MN C = =I= I =••• =um 31.5 63 125 250 500 1K OCTAVE BAND CENTER FREQ. (Hz) FLANGE CONNECTIONS CONFORM TO AMERICAN STANDARD 125.150 POUND DRILLING DIMENSIONS IN INCHES Data On Larger Size Available on Request Specifications Subject To Change Without Notice Beaird INDUSTRIES. INC A TWAT / .aU.Twi. COMPANY 80X 31115, SHREVEPORT, LA 711301115 PHONE 316865 -6351; FAX 318-868-1701 2K 4K NOTE: SIDE INLET OPTIONAL AT EXTRA COST THRU 12" SIZE 8K Z • w re J U O 0 ill • U.. w g Q D I— Wm I— O Z I— w U • � ON • 1 w W 1 w z Iii U I 0 Z SIZE A B C EST. WT. LBS. • 1 8 3 /4 20 1' /2 8 • 2 " 8 'b 24 2 12 • 2' /2" 10 1 /e 26 •2 14 • 3 " 12 Vs 30 3 20 • 3 '/2" 14 '1r 34 3 28 4" 11 38 4 80 5" 12 42 5 95 6" 13 48 6 125 8" 15 54 8 160 10" 17 67 10 225 12" 19 79 12 300 14" 20 91 14 330 16" 22 103 16 440 ► 18" 24 116 18 570 20" 26 128 20 700 22" 28 140 22 820 •24" 30 152 24 1100 26" 32 164 26 1370 28" 34 176 28 1560 30" 36 188 30 1770 TYPICAL ATTENUATION (dt 0 8 O o 0 ill mu m 1 ipal nom 1 1 in 1 u mom hal 1 1 1 1 mom inn lows 11 . Y 1 fl` in =rim iniew mu mu i19 g1lAL . -e M FPE 415.6408 INLET END VIEW MATERIAL - CARBON STEEL CC W 6 U- Z W 12 J N N 24 or Larger INLET 31.5 63 125 250 500 1K 2K OCTAVE BAND CENTER FREO. (HZ) Flange Connections Conform To American Standard 125 -150 Pound Drilling DIMENSIONS IN NCHES ' Sizes 31/2" and smaller have NPT connections Data On Larger Sizes Available on Request Specifications Subject to Change Without Notice Beaird INDIIST NIE S. INC A T7"MTY raNUT.o L'OA *NV • 80X 31115, SHREVEPORT, U 711341115 PHONE 318. 865.8351; FAX 318- 868.1701 B OUTLET 4K 8K . revue.: mmn. mn•.« a .: am; wrm+e rtr,: ry�7,* yr. ..+ne*lTtrINs+Y'.Ys ,l. .". 1„",I £}1� Z W . re 2 J U 00 0 . W= J N u_ w0 LL <. Z I- Z W U 0 ON 0 I- w 1-F O ILI = 0 I— Z SABEY C1 CORPORATION CITY OF TUKWILA DEPARTMENT OIF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 EXODUS GENERATOR BUNKER File # D2000 -105 PLANS REVISIONS SUMMARY 07 July 2000 Drawing Revision G0.0 Revised Occupancy, Existing, Construction Type and added note regarding Fuel Oil Storage. G0.1 No Change A0.1 Specifications refined in general. A1.0 Moved Fuel Tanks to west, show Electrical Duct routing more accurately, added detail section at Fuel Tanks and added note regarding Fuel Oil. A1.1 No Change A2.0 Added note regarding Downspouts. A3.0 No Change A4.0 Added 1 -hour wall type and rated door for occupancy separation. A5.0 — A5.1 In general, a greater degree of completeness to details. S1 — S8 See attached letter from Poggemyer Design Group. Landscape, No Change Mechanical, No Change Plumbing, No Change Electrical No Change Sabey Corporation Archit e Robert H. Sorensen AIA (for Steve Black) phone (206) 277 -5220 REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING Changed pipe under building from PVC to ABS, added note regarding downspouts and revised routing of Storm Drain tie in to existing system to avoid conflict with Electrical Ducts. Show cut & fill volumes. �z000- 105 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com RECEIVED o1TY OF TUKWILA JUL - 7 2000 PERMIT CENTER 1 r , r— 3 Reid iddleton June 27, 2000 File No. 26 -00- 005- 018 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Seattle Exodus Generator Bunker (D2000 -105) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of this letter was forwarded to the project contact for your convenience. General 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. Detail 18/S6 shows notes for eight #10 bars at 14- inches on center each face, and it also shows four #10 bars along the bottom of the beam. It appears the two corner bars are used twice, or the section is lacking two bars. Please clarify. 3. Details 9 and 16/ S6 specify six # 8 top bars; however, it appears when taking the clear cover, stirrup width, bend radius, and bar quantity into account, the minimum bar spacing is not met per UBC Section 1907.6.1. Spacing at lap splices should also be considered. 4. Detail 9/S6 should specify the required embedment of #4 hair pins into the hollow core panels to ensure proper development length in accordance with UBC Section 1912.2. Foundations RECEIVED JUN 2 8 2000 Sabey Corp. 5. Calculations qualifying the design of the soldier pile wall should be submitted for our review. Refer to the soils report pages 2 through 5 for design recommendations. 6. As required by UBC Section 1804.2, the geotechnical engineer should make recommendations regarding the potential for soil liquefaction and soil strength loss during earthquakes. :rjzOoO ios ....tom . �'• .: ... �e.. n.. mt. n.. +f5'.I•!N^Irarly.r'Sf�'S�r�#s. a1.R! SYRC!'kfSiR'.SN.C9R" L[(?` �L' S! ']RxYGras+alt�'4ertu'xY2"�JC ^G^J RECEIVED CITY OF TUKWILA JUL - 7 2000 Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 128 134th Street SW Suite 200 Everett, WA 98204 Ph: 425141.3800 Fox: 425141.3900 PEW 0ENTE z 1 ~ w re 00 N 0 w = J � N Li w 2 u. g2 = I— w z � I- 0 z I- U O 0 1- w 1-� O w z = O ~ z Mr. Duane Griffin City of Tukwila June 27, 2000 File No. 26 -00- 005 - 018 -01 Page 2 7. Detail 10 /S6 shows 90- degree hooks on the beam; however UBC Section 1921 -3.3.6 requires 135- degree seismic hooks. Vertical 8. Documentation should be provided indicating snow drift and sliding snow have been considered per UBC Section 1614 and Appendix Chapter 16. 9. Calculations should be provided for the strut beam shown in detail 1 /S3. Lateral Complete lateral calculations for the major orthogonal directions of the building should be submitted for our review. The calculations should include the following items: d) The dual system should be designed for each system to resist a minimum of 25 percent of the lateral load per UBC Section 1629.6.5. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Davi Dire \( B. Sw or, Struc a) Seismic Base shear should be included per UBC Section 1630.2. b) The seismic dead load and redundancy factor should be calculated per UBC Section 1630.1.1. c) Horizontal distribution with a 5 percent mass shift should be included per UBC Section 1630.6. on, P.E., S.E. ral Engineering Group bjr \26se \planrevw \tukwila \00 \t0I 8r1.doc \fps cc: Steve Black, Sabey Architects a irxs�+tn.:.. win' r or». 9�9L�` �' 6t�t^". vrrirc . Ferron P. Smith, E.I.T. Plan Review Engineer CITY RECEIVED JUL - 7 2000 PERMIT CENTER Reid iddleton ,r. ecp. n.,,lMiatiSecs.mrt'a+.ttartry,p S,nrtg(V54tIf.y iA.'V ,.. /�t�li ra .VIHtmW z • W U O' w O. J H N LL, I O: g Q (o z a 1- w O' z I iu 7 •o. 1 - a O ' — Z ui U= O z . Wednesday, July 05, 2000 David Sawnson P.E. S.E. Director of Structural Engineering Group Reid Middleton, Inc. 728 134 Street SW; Suite 200 Everett, WA 98204 RE: EXODUS GENERATOR BUNKER - BUILDING PERMIT PLAN REVIEW Dear Mr. Swanson: General SABEY CORP. JUL 0 6 2000 ARCHITECTURE GROUP In response to your plan review comments submitted to Mr. Griffin at the city of Tukwila in a letter dated June 27, 2000; Poggemeyer Design Group respectfully submits the following itemized response. 2. Drawing sheet S6, details 18 and 19, have been revised to clarify the reinforcement requirements. 3. Reference details 9/S6 and 16/S6 for revised beam top steel layout. 4. Detail 9 /S6 has been revised to specify the length of the hairpin. Foundations 5. Reference May 26, 2000 structural calculation package "SH" section. The section includes calcs pertaining to the tieback and cantilever portion of the soldier pile wall. 6. See enclosed statement from Geotechnical Engineer. (supplemental calculations page 4) 7. Detail 10/S6 has been revised to specify the 135 degree hooks. Vertical 8. Sheet S1 notes have been changed to specify the roof snow Toad as 25 psf. Reference the supplemental calculations for snow drifting Toads. The original design was done with a roof live load of 50 psf, which provides extra capacity above the drifting loads. I'l li.�t; I1.•V I h 512 Sixth Street South, Suitr 2(32 Kirkland. WA 9(3033 1425) 827-5995 Fax )425) 828.4850 1A POGGEMI(.I i DESIGN GRO) CONSULTING ENGINEERS RECEIVED CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER z re w 00 rn J t` w 2 9_ d . = w Z 11-0 Z I- w uj 0 - 0 w uj L I O W Z H =: O ff ' z lE 9. Calculations for the strut beam can be found in the original calculations (pages R10 and RI1). The strut beam is included in the structure to ensure the Toads from the compression strut (detail 4/S6) are gently distributed into the roof diaphragm. Lateral a) Reference supplemental calculations for the base shear. b) Reference supplemental calculations for seismic dead load and redundancy factor. c) 5% accidental eccentricity is included in rigid diaphragm supplemental calculations. d) The frame at grid 5 is designed for 25% of the design lateral force per 1629.6.5. Reference the original calculation pages C5 and C6. (E =173 kips 0.25E = 43 kips) Please call if you have any questions regarding the updated plans or calculations. Sincerely, Sliding Snow per UBC 1644.4 is not applicable because the upper roof has a slope of less than 2V:12H. POGGEMEYER DESIGN GROUP, INC. Prepared By: WA,' h Steve Arnold, Project Engineer Enclosures: Supplemental Calculations package RECEIVED CITY OR TUKWILA JUL - 7 2000 PERMIT CENTER POGGEMEYER DESIGN GROW' INS: z re 2 00 rn o. J = H U) u_ w O; ga (0 a t- = ILI _ z1.- Z o w uj U co W W ' 111 z' cS H H O z June 16, 2000 Steve Black Sabey Corporation 12201 Tukwila International BI 4th Floor Seattle, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -105 Exodus Generator Bunker 12301 Tukwila International BI Dear Mr. Black: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department and Public Works Department. At this time, the Building Division and Planning Division have no comments at this time. 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 four (4) 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -105 City of Tukwila Department of Community Development Steve Lancaster, Director If you have any questions, please contact me at (206)431 -3672. .�. ',�ri�.���i 1k�1 '.�xt�kfi�tG4u1RAY�ti*�VYw.xtM�M q^ N! Y!t FA'7 PSrM'! �9M '�T7Y.+'+.t1nro""�'�,,,.^�;`..,. . p.. �aa.+« mn* x4=* �. vnnb.. ncrrmnt. w•» Yd" �' F? taJYt�a '+PA�:M•A`xmMfiL'a�NAK,Tt�\'�: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 z w fx g . ug U O' • o CO 11J J I— CO w wo • D S.12 Cy I-- al Z I- O: Z ui w o: oN • 0 I—` w w , L 5. ill Z U 0 z PERMIT NO.: D20 O0 ^ 105 BUILDING PERMITS ❑ 00004 ❑ 00005 ❑ 00006 ❑ 00007 ❑ 00050 ❑ 00060 ❑ 00070 ❑ 00071 ❑ 00072 00090 00095 00100 00200 ❑ 00250 ❑ 00300 ❑ 00350 ❑ 00400 ❑ 00450 ❑ 00500 ❑ 00525 ❑ 00550 ❑ 00600 ❑ 00610 0700 00750 00800 00801 00802 ❑ 00803 ❑ 00815 ❑ 00900 01000 01001 ❑ 01110 ❑ 01115 ❑ 01120 ❑ 01140 ❑ 01400 01700 ❑ 01900 ❑ 03100 .4 04000 04001 INSPECTIONS ❑ 00001 Progress Inspection Status 2 ;E:C . 00002 Pre - construction ❑ 00003 Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move Inspection WSEC Residential WA Ventilation/Indoor AQC NLEA Inspection/Modular Struct Mobile Home Tie Down Insp Marriage Lines Resteel Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation /All Types Framing Roof /Ceiling Insulation Floor Insulation Wall Insulation Exterior Roof Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre -Move Inspection Motor Inspection Pre -Demo Pre-reroof Final -Fire Final - Building Final - Reroof Site Visit Special- Concrete Special -Bolts in Concrete ❑ 04003 Special -Reinf Steel Prestress 04004 Special - Welding 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing 04010 Special- Piling, Piers, Caissons 1.0 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: L")COClt ~ Gthevc,'For UK keP CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation ("7:1 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co EA / 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete • ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ X 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & 1 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit 0039 Final approval for all TI w /in the limits of the SC Iviall 0004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TIvIC 16.04 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." "Reroot" Plan Reviewer: Tech: w Date: ( 17-4 \oo Date: -M -00 Z W CC 0 0 C0 0 W = F- M W W LL Q = I_ W Z � t— O W ~ W 0 N O- ❑ H WW 1- El-- Z 1 11 O F- Z September 17, 2001 City of Tukwila Department of Community Development Mr. Steve Black 12201 Tukwila International Blvd Tukwila, WA 98168 RE: Permit Status D2000 -105 12301 Tukwila International Boulevard Dear Mr. Black: In reviewing our current permit files, it appears that your permit for construction of a reinforced concrete building to house diesel powered generators, issued on July 26, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, .c_- �- Ste fan ia Spencer Permit Technician Xc: Permit File No. D2000 -105 Duane Griffin, 13uilding Official 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Steven M. Mullet, Mayor Steve Lancaster, Director October 4, 2001 Haynes Lund Sabey Corporation 12201 Tukwila International BI 4th Floor Seattle, WA 98168 RE: CORRECTION LETTER #1 — Revision #1 Development Permit Application Number D2000 -105 Exodus Seattle II — Generator Bunker 12301 Tukwila International BI Dear Mr. Lund: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. 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 four (4) 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -105 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 14*- 6300 Southcenter Boulevard, Suite /1100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 z ~ w' 0 0. U JI_ LO u- w • J u_ Q. • d I- w, Z t.. , Z O: n p' O -. off w . Z w N, O z aniMP,M. ACTIVITY NUMBER: D2000 -105 DATE: 4 -6 -2000 PROJECT NAME: EXODUS GENERATOR BUNKER SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BLVD XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: v_er g D'vision Public Works Mdrt. 4-11-00 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 9 . PLAN REVIEW /ROUTING SLIP Fe i�ntign Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: lM�.�Q,QrP 4 - 11 REVIEWER'S INITIALS: ' I. YV' �i'!. �Sl"!'. �, t e^+^T�K!asq�ls.rtr.�ly�f.`tVm�, ' 1T t 1 a-arau r�r" 1'.'. �C^ • • : • �• •• ^- •a.. ..a- u. ». P�a"n Di 'o n�a1 �•�Z Permit Coordinator DUE DATE:4 -11 -2000 Not Applicable No further Review Required DUE DATE 5-9-2000 REVIEWER'S INITIALS: DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) I I DATE: ttv Ste• I: z ~ w J U . 00 u) • ul J = H U) u_ w u.? • d = w Z � ZO w uj 0 H. w w Z � —O ui z O~ z ACTIVITY NUMBER: D2000 -105 DATE: 6 -2 -2000 PROJECT NAME: EXODUS GENERATOR BUNKER SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BLVD SUITE # Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bulling Division II F' a Prevention Vitt - i - c o me (o--t bLicAtorks. I LO Structural (3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete x Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n Not Approved (attach comments) DATE: ,� n bWW t -i-w - 'i ( I�u�uL �' v . LIA4110 a i & (w/ REVIEWER'S IN ITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Incomplete Structural Review Required Approved with Conditions REVIEWER'S INITIALS: X Plan in'g D vision EP Permit Coordinator DUE DATE: 6-6-2000 Not Applicable No further Review Required DATE: DUE DATE: 7 -4 -2000 DUE DATE Not Approved (attach comments) DATE: , ra z 1 ._w 6 J U 0 N LLI J = LL w 2 u_Q CO � Z � w w 0 - 0 I -. W LO ui U= 0 F .. z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -105 DATE: 7 -7 -2000 PROJECT NAME: EXODUS GENERATOR BUNKER SITE ADDRESS: 12301 TUKWILA INTERNATIONAL HWY Original Plan Submittal XX Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: BuilThg Division a AW(,1-q k r im Wed ADO 114-00 Complete Comments: TUES /THURS ROUTI G: Please Route REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention Pc(» c. 1 -(2. Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required n APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Planning Division N - t Permit Coordinator DUE DATE: 7 -11 -2000 Not Applicable No further Review Required DATE: DUE DATE: 8 -8-00 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) ri DATE: z ~ w re 6 0 00 N 0 J CO U. w }} F_- g Q I-w Z E Z D uj U O SP- CI I- 2w O W Z U= 0 ~' z If ACTIVITY NUMBER: D2000 -105 PROJECT NAME: Exodus Seattle II Energy Bunker DATE: 9 -25 -01 SITE ADDRESS: 12301 Tukwila Intl BI SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division a -Z't-0 ( Public e Wor s ntr TUES /THURS ROUTING: Please Route REVIEWER'S INI A Approved \PRROUTE.DOC 5/99 Complete Incomplete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP V V- 10 -', - o( APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Fire Prevention Ar Ip -Z-CI Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required Approved with Conditions Comments: REVIEWER'S INITIALS: DATE: l " Approved Approved with Conditions Not Approved (attach comments) I I'w DATE: MC & tsh v l Ma:,iled to-4-of dizA REVIEWER'S INITIALS: ,�.r -rxxr• =, ..� ., . " No further Review Required DUE DATE Not Approved (attach comments) DATE: Planning Division �- 44 1.0 ! Permit Coordinator DUE DATE: 9-27-01 DUE DATE 10-25-01 n X Not Applicable n n w rrm.^xut*,±grrm:74sr••, r ofm+wwrfkikr/FK 4".d:Xf+n ACTIVITY NUMBER: D2000 -105 DATE: 10 -10 -01 PROJECT NAME: EXODUS SEATTLE II = :ENERGY BUNKER SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BL Original Plan Submittal , Response to Incomplete Letter #_ XX Response to Correction Letter #1 — krisibn # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: TUES /THURS ROUTING: Please Route r� -ftIr PLAN REVIEW n rA REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Structural Review Required Approved with Conditions int r4t!rKINVI "{"•4M9151A G`A.C3Alzi4`7(1#rkwk. ornstnawwa.... .,,,,,, ,,- r”101,,v -- ,pvva" -y • •.•<- .•..,•• Fire Prevention Structural Mk SLIP Planning Division n Permit Coordinator DUE DATE: 10-1 1-01 Not Applicable No further Review Required DATE: DUE DATE 11 -08 -01 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE ::tMrBrcyr.•w:fm*x� z w 00 w = Q w w 0 2 U- CO d = w F- _ z � 1- 0 Z I— w w U� O - H w W H � w z 111 O~ z Revision 1 Date No. I Received I Staff Initials Date 'Staff Issued Initials / I 9-a5 -01 Summary of Revision: km) Received By: Summary of Revision: /. �._ . id i . , i _c: . d I a/ GI(i i ' I L.., 1 /. JO►;.A I/ .4 . if 4 / i`.__ / /. ∎ -a 4e . . R ecei i d By: �',`f / /' Revision No. Date I Received Staff Initials Date I Staff Issued I Initials Date Issued Summary of Revision: 1 I I Received By: Revision No. I Date Received Date Received Staff Initials Date Issued I Staff I Initials 1 I I I I Summary of Revision: 1 I Summary of Revision: Received By: Revision No. Date Received Date Received Staff Initials I Date Issued I Staff Initials 1 ...... 1 1 I Summary of Revision: PROJECT NAME: Exodus ti ,fflP, BUhkv PERM! VJO:.. D.2000 - 105 Site Address: 1A3o 1 T. 1 • $ • - - -- Original Issue Date: 7' .76 REVISION LOG ease print) (please print) ..�- ,,.....a.,....,. i Received By: (please print) (please print) z Z Ce JU 0 w F : W O U d = W z � 1-0 z uj W 2p O D- a 1- W O .z . U = 0 z Revision No. Date Received Staff I Date Staff Initials ; Issued i Initials I Summary of Revision: Received By: . PROJECT NAME: Exodus ti ,fflP, BUhkv PERM! VJO:.. D.2000 - 105 Site Address: 1A3o 1 T. 1 • $ • - - -- Original Issue Date: 7' .76 REVISION LOG ease print) (please print) ..�- ,,.....a.,....,. i Received By: (please print) (please print) z Z Ce JU 0 w F : W O U d = W z � 1-0 z uj W 2p O D- a 1- W O .z . U = 0 z Date: P 24 . X Response to Incomplete Letter # 1 ❑ Response to Correction Letter ❑ Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: DZOCO- 105 Project Name: EXo'Dt.U°a (d - I.DgR TD12 Project Address: /Z301 Ti * *wlt. } 11Mr 8t vp Contact Person: TJt■ Phone Number: 21 522.1 Summary of Revision: r ;•• .: • • F.EvIs613 VA,wforbs.. To RtFt ECr NEN Wi ofa OF FU — h1JKS . r.) ,s We- t.2lL Teo FRAM C;ltaOND $etd,t 6fteu N O • FE ■LSIovJ Ampok..1 Re.° c O M P MOUNT or 7l &J Itil4 3 MihTLRi Pt t._ - la 5€1.0 03 S Doo st= NO St T1 1:;• '4214 / tJ , lc r -..7n0 /J . • Nov..) 1Zivi12etp. fuw Ca4wS Fob i4 taTru EY-L ORJotfJA& "rt) 6kIST1fVco D2,M Wit Ise s1 . Sheet Number(s) r _51' - S "Cloud" or highlight all areas of revisions and date revisions. • Submitted to City of Tukwila Permit Center r l RC Wt 19 () Entered in Sierra on -- ..... .. ve+ num» ac; na*. G2: a1', sna: 3` sx4i, v. vq.+ vSS.' �= ..�•sL^z'it)^^+•rcn.•�..vt.nr... ra+� *tre:n: � + ".^'mn.:R'nax`!'u+YR?Y• CfS CITY OF TUKWILA MAY 2 41 2OU PERMIT CENTER 3/4/99 j ilLxvitiVYMAIrMicrfa r trgAtIrOMMIMMIveror Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: 7-7,1600 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued Project Name: EXODUS GENERATOR BUNKER Project Address: 12301 Tukwila International Bl Contact Person: Steve Black/ //r�/� '/ V EA/ Phone Number: Summary of Revision: r Y Sheet Number(s): 9' / v' 5" "Cloud" or highlight all areas of revision inchuling date of revision Received at the City of Tukwila Permit Center by: 2 Entered in Sierra on City of Tukwila Department of Community Development - 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 1 -1- cz yl IMMSMiCftFMtk*as'e1 G:e9Lyse,:vr Plan Check /Permit Number: D2000 -105 p eYteff e f CORP JUN 1 9 2000 ARCHITECTURE GROUP ic) 277 — z2o CITY OF TUKWILA JUL - 7 2000 PERAniT CENTER 06/16/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9/25/01 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 1 after Permit is Issued Project Name: Exodus Seattle II Energy Bunker Project Address: 12301 Tukwila International Blvd Contact Person: Haynes Lund, A.I.A. Summary of Revision: Revise paved area between Energy Bunker and Building A to delete underground fuel storage tanks, add Trash Enclosure, relocate planting islands and extend paving to face of Energy Bunker. Sheet Number(s): A1.0 and A5.1 "Cloud" or highlight all areas of revision including date of revision Rice u,Lecit tut K A-S City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Plan Check /Permit Number: D2000 -105 Phone Number: 206.277.5219 RECEIVED CITY OF TUKWILA SEP 2 5 2001 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 ! Tukwila, Washington 98188 ! (206) 431 -3670 ! (206) 431 -3665 .AR • '+r .ve c<P t+ .!11 ,, c ,mh.•+,gM1 tnn;x:L^! i VAtrePt w i z w 3 00 N 0 CO LU, LU J W O. g? co 3 . i z � Z O ; 2 a U W W. • O • Z, D U ! 0 I O z Date: E 10/10/01 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # Response to__Correction Letter # 1 Revision li after Permit is Issued Project Name: Exodus Seattle II Energy Bunker 0 H Ill l a Project Address: 12301 Tukwila International Blvd H Contact Person: Haynes Lund, A.I.A. Phone Number: 206.277.5219 z u i Summary of Revision: P c H 1. A note was added to the General Notes on Sheet A1.0 to document the amount of cut and fill. z 2. Drawing sheets A1.0 and A5.1 have been signed. 3. Civil Drawing Sheets C8 and C18 from the original site development package (Pacific View Office Park) are included for refernce only to show paving construction and extruded curb details. Note that the original clouds for this Revision After Permit remain on the drawings to describe the scope of a' work. Sheet Number(s): A1.0 and A5.1; C8, C18 for reference only "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on /n / /0 6300 Southcenter Boulevard, Suite #100 ! Tukwila, Washington 98188 ! (206) 431 -3670 ! (206) 431 -3665 Department of Community Development Steve Lancaster, Director Plan Check /Permit Number: D2000 -105 RECEIVED CITY OF TUKWILA ofr 7- Uzvj R Fv.�erv, v -7L�C •,""rn�- .v�,•n• r.Y.r'd�.^''G�rrtln! Ms7�1,! Wa'iW � fli�'/,n7i+�a6PrFR? ;?« iy!puwn;�.4J Steven M. Mullet, Mayor Dear Sir: City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -105 (510) June 12, 2000 Re: Exodus Generator Bunker - 12301 Tukwila Intl. Blvd. The attached set of building plans have been reviewed by the Fire Prevention Bureau and are NOT APPROVED as submitted. The following concerns must accompany the plans in order to properly evaluate: 1. In areas covered by a sprinkler system designed for extra - hazard occupancies, the inside storage of flammable and combustible liquids (IN CLOSED CONTAINERS), shall not exceed 120 gallons of class I -A, 240 gallons of class I -B, 360 gallons of class I- C, 480 gallons of class II or 1320 gallons of class III -A liquids, or 480 gallons in any combination of class I and class II liquids. (UFC 7902.5.7.1, Table 702.5 -A) 2. Flammable Liquids in excess of those amounts allowed within control areas will have to be removed from the premises or a room will have to be designed and built to meet the requirements of the Building and Fire Codes for a (H -3) flammable liquids storage room or warehouse. (UFC 7902.5.7.3) 3. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.5.2.3) 4. Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (UFC 8001.6) 5. Provide secondary containment for day tanks for generators. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 r 'RV4'a �Ststnrdget.n zsgtt .._mwrz ,.n ., ...,...m,. V' ��"......,.,.....,,. e—. u,..,gn•;•,A:nixrn;armk*. « +srtxw 'MrYanrl47:, e ,+ ." !'�F .X?Yti�rb F±w�v,.... a,- z w J_ 00 . co 0 w J = F - . N LL. w g Q =d I - w zF H Z F- Lu 00 O- 0 1 w — O u Z U O Z . no W ; O O U O W = • J CO W O lL Q Any overlooked hazardous condition and /or violation of the ~ W adopted. Fire or Building Codes does not imply approval of z �. such condition or violation. 1,0 z Do ' ) 51d .01- 0 E- 111 u j: 1- -O .z — 0 f- z • Page number 2 6. Provide the generator day tank capacity. Yours truly, City of Tukwila Fire Department Thomas R Keefe, Fire Chief The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 7,.1* «.- e...-......-... t. ��. w- p�wq�eaRhve J�hY�.sF.W04•.'�#1fMiI+RIN • F625-052-000 (8N)) F625- 032 -(8X) 0/97) y am: .ti •.. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST'CONT GENERAL AW 0? 3. $� i S EAG,;• . •Aar ' ' SABEYJ .CONSTRUCT ION INC!, . • 101 ELL•►IOTT AVE • W ; .STE •: 330 • SEATTLE %t WA', ;. 98119',` ' • EXI.?p:iDATE 2P/3• Y/200 Detnch And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # • EXP. DATE CCO1 :- : 'SABEYCI033KM12 /31/2000 EFFECTIVE;DATE. ; 05/14/1997 SABEY,CONSTRUCTION INC 101 AVE W.STE.330 SEATTLE 'WA •• 98119 • . • • Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Rernove And Sign Identification ication Card Before Placing In Billfold • W ce 00 0 9 z ta W 0 J. LL ?. Z 0: 1— W Z, z ° 2 D. n D' O N , W W lL l~1 Z v i . O ~ z (0 0 O C3 0 CO to I 0 W CC W X W z z O . I 0 O X c.4 CO W (7 CC W z c XODUS EXODUS COMMUNICATIONS, INC_ Generator Bunker Annex Vicinity Map SLAT BAY Abbreviations Location Plan 't5oiect Data Project Naime /Gt3 ITOR BRlk�t'aq X Exoa15. INa; - i NIBi'iATEI�T1 BIl1JgI16'A: S.F of =Work Area. APP'RObYIHS7ELY 4ffl18F Occupancy 'STORAGE of COMBUSTIBLE MATERIALS .(NE. OIL) ANJ,ELECTWGAL POWER GENERATORS AND .Ea IFT.04t. ,.. 14-4 ' s*oPAREA Exiting ELEGL Ep2P. ROOK vIA GIMERATOR ROOM f$ �.k TWO oars, I DaECT TO outs Ote via MVP AIEA (1-HOIR SEP4RAiew SHOP fizaoIRgr TO 04480E Design Codes 1991 uec, 1981 U'0, 1951 BIC, 99'1110, 1993 PEG 1994 114e4111MTON STATE DEWY CODE (INC 31-W 1998 RWSIN GTON STATE PES LA71cNS FOR BARREt'. 1#m FAcILI77ES OR DOWN MAC 5(-30) (Asodoprotf by Ur city or T(Aa5N,W14) Construction Type TYPE 11 -1 HOT; FFLIx ePfete:L 1w.S (ALLOWABLE'. AREA •: 11.200 OF .PLUS' ALLOW48LE INCREa5E5) 0000 AREA OF WORK AC ACT 4D: ALT 4118'1 ET ANOD APPROx .ARCH BLDG BLK'G BM B/5 B5MT CAB Clr� CLR CLG CLOS CCP COL CCNC CONST CONT CO4TR COORD CPT cT DET DIA DIM ON DR Air Conditioning AconsicaI Ceiling Tile Adjustable /Adjacent Alternate Aluminum Angle Anodized Approximately ArchitecturaI At Bulidkg Blocking Bean Building Standard Basement Cabinet Circulation Clear or Clearance Ceiling Center Lire Closet Contract Charge Proposal Colton Concrete Construction Continuous Contractor Coordinate Carpet Ceramic Tile Detail Diameter Dimension Down Door Drawing EA EL ELEC ELEV EQ EXIST RN FLR FLUOR FOIL East EarElevation (Heigh, Fectc Elevation (view) Elevator Equal Existing Finish Floor Fluorescent Furnished by Cwne. Installed by Contractor FT Foot/Feet FTIC Fonished dy Tenet. Installed by Contractor TURN Furnish Furnishings GA GALV GL GU6 HICW aD HDW HoR HVAC IN INCAN INCL INSUL INSTL JB JT Gauge Ga Ivanized Glace Glaz.g Gypsum 1.11 Board Hollow Core Wood Hard Hardware Horizonte l N011au Metal Height Weattrg Vetilatlon and Air. Co-ditionvg Inch Incandescent Incde Insulation Installation Junction Box Joint LTG 11.1T MEC 1EII 1950 Linea: I =�irEi Mates, Max.= Mec anic,! Med... Mezzanine Marufact x. Miscellaneous Mounteci 2talalMetai North NIA Nct 4o/one-able N!C Not in Contract NO Number NOM Nom., NON COMB Non Comb:auble NTS Not to S .ale OC OFNG OFP OR. FERN PERP P -LAM PLAID POL PR Pr GI Cente Opposite Orig.! Paranc :t Pepe dicular Plate Mastic Laminate Plywood Polished Pak Paint RB REFR 46514,4 NEQD REV RO SCI{ SEAL SECT SHT 511 S'I 5Q STD 570 5115P Radius RIAober Base ReFrigerator ReinForcirg Required Revision Roos gn opening South. ScheWle Solid Core Wood Sealant Secy., Sheet Similar Sheet Metal Square Standard Steel Storage Suspended TEL Telephone TEMP Tempered 16561/10 Thermostat TYP Typira l' VAR VCT VEN VERT W/ W/0 UAC 1(D varies Vinyl Composition Tile Veneer Vertical West4Uatt dth With Without Uncovering Wood 11 General Notes Legal Description Tenant /Ociaipant Eeoctus tatuactm0N8, NG Project Address 12301 TU WILA NTEENA110NAL BLVD ItiaL4 564 '48186 Tax Parcel Number 052304.5351-05 Building Owner INIERNATIMAL GATEWAY REST LLC. E204 TUCIM A ernigtianctuL BLVD. WATTLE ILA 98168 00462076 LABOR POOLE TEE. (206) 2e -8700 Owner's Representative /Landlord 8ABE. CORPORATION WO TUKWILA . 5 LAT1RW. BLVD. gams, ea sou CONTACT KEN N M ICKLEY TEL (2011) 204100 BK Nr4NCs AT, A' POINT ON THE SOUTIJ LINE OF iFE NORTH H4lF OF 160 NORTH WAIF OF.TFE SWIFEAST GUARDER OF THE SOUTHEAST QUARTER OF SWITCH 9, TCONSF W' 23 NORTH, RANGE 4 EAST. WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON THAT, IS S 89 3018' E 60934 FEET FROM THE 50UIi5EST CORNER CF SAID !CRP.' HALF OF TFE NORTH HALF OF TFE SOUTHEAST QUARTER OF HE.6CU6 EAST cummsRt THENCE N 02 41'29• E 32349 FEET- TO 14PONT ON THE NORTH LIE OF $A 540RTH HALF OF TFE.NORM HALF OF THE SOUTHEAST alARTER 04611E MAITFEA$T QUARTER THAT IS S 89 2133• . E 64421 FEET FROM TFE NORTF5,EST CORER CF SAID SOUTHEAST QUARTER OF THE 5031642646 QUARTER OF SECTION 94 THDICE S 83 2173' E, ALONG THE NORTH LIE CF. SAID 50136DEA5T QUARTER OF TEE 5016FE4ST QUARTER 104)6 FEET TO A POINT 714AT IS N 89 27'33` 0130000 FEET FROM TIE: IIIEFSEGTIOti OF SAID NORTH LINE CF THE 50 465525T QUARTER OF 114E 6OUT5E:/ST QUARTER WATH TIE UE;STERLYRC#T -GF WAY LINE OF PRIMARY STATE HIGHI4AY NO. I (SR 99) 10{114 IISTH 5T. TO JCT. 5.5.14. ND I-K: APFROVED ALT 23,13511 7550E N 2413'53' W EU1 MET* THENCE N 63 5574' E 5846' FEET* 7HB4CE N 82.2271' 41 64.93. FEET. THENC415 05 0110'. E. 4641 FEET* 141346E 415 53 »44. E 10601 FEET* THENCE 5 18 38'58' E 183 FEET1 THENCE N 113551' E 64.96 FFET64 THENCE N 13.3242' E 4650 FEET TO A 50I11- at 540 UES1ERLY 143614T- CF -814Y LNE OF SR 994 THENCE FOLL001NG SAID U.EStER-Y 46/8 f -OFWAY LIE 20461116E ARC OF A 285.00 -FOOT 464015 NON- TANC$4T CURVE TO THE Mgt (11E.CEN1ER OF MIGa4 BEARS 51131"'13' W) THROUGH A CENTRAL. ANGLE CE 4 04551•, A DISTANCE OF 20050 FEET* THENCE CONTNJNG'ON. SAD KES1E46LY RGHr -OF-0W1- LIE 5122275 E 34447 FEET TO A POINT ON SAID SOUTFI LINE OF /FE NORTH HALF OF THE NORTH HALF CIF THE SCNFFEA5T QUARTER OF THE 601.1TFEAST GILARFERL THENCE N' 83 3015'1 48807 FEET TO THE PONT. OF EEGINNG_ SITUATE N THE arr OF 15 404402, KING COUNTY, WASHINGTON A7o 00 00. CONTAINING 159220 SQUARE FEET OF LAND MOIRE OR L.E5S- C11Y Of 114546EA APPROVED JUL 2 4 2000 Ass 4631ED 1.,R_C4t3G 0MSI i43 Description,: ,ot or CONBTRIGT A iEli0RCED ATE JY4E24.518.1010,10.i1QIBE UP:CoFYE`(6i DEER_ T0178c Loan 50x4 5.501466 l S11rON6EA6 MANILii4M2E ESOP- a��olrtDO a srowrfr F46 RE_ OIL N DOIBLE -4100 STEE7.'BADDLE TANSSIIEU EXT 41- ..LOW- R.I.01E5 THEG 0041»0Ra 4NHL PROVD66A 411;: "PGRERFORTBLWr 2 THESE UMBRA WLL BE 456464 IB) BJ TENatf 260»1SE 817I.DNG Wu:BEFITTED 511114 01t y UMB'BLE$ AND 6141 lALS TO Bld1E 'NATOPERAtIO4Of `64,46 CAeERATORS'DO� NOT. YI6FAE ;. 114E CTY CF 740{.4 NOISE ORDNa10E ° -. . Project Architect: SABEY ARC5nE0 iE I2201TIK ILA 541E13r4T10Na. 84.461, SEATTLE, WA 9068.. CONTACT: STEVE BLACK TEL: (206) 211 -5221 .: 5- 46441 :: Stav:e8SBaboycon Construction Manager EFNST 4.. YOUNG LLP 999 114114D AVE ' SUITE 3500 SEATTLE, WA 9E04 7504(206)654 -1458 cONracr: MARCUS FCER5TER 1.5411 tt.cu F erst.r•EYSOS Contractor. 5484664 cokkdR1Gr4Ot4.94C. 12201 11110111L INTERNATIONAL BLVD. SEATTLE, ILA 98165.. TEL: (206)241-8240 CONTACT: Dag Gamins. •-46e11d Dc gGSSebegwn Team. . Drawing Index ARCWTECTURAL G00 covet SWEET 200 LANDLORD'S COVER 54507 201. SPECRCAnCtie 4 GENERAL AI0 MME'.. PLAN. DETAILS AU'.:- MAKER PLAN'. 420 EWLA10 ELEVATIONS '. . 230. BUILDNG SECTIONS 44ID se:Wat641* A50 DETAILS .53 DETAILS Plunging/Mechanical/Electrical Engineer: 91 EAST BROKAW 467_ 4421E 300. 5414 5055,0495172 TEL (405)436 -0300 CONTACT: RODMa4DM 6-5611 50646445244534(52444 Structural 161505 8015040455, NC. 542. SCOTS Sr. SUITE 202 0 0 00 413 0.AD, WA tf5033 TEL (425) 527419'96 CONTACT: ROBERT FIGURE/AGES. e-RMi1 Nebboweaolcon MECHANICAL/PLUMBING:. 1433 :',: *V20 PLAN 6148 0000 51044111621. 865010E 50.1 GENERAL T401E5, INDEX P41 >.1. SITE PLATO 4142..... BIH®2 542464 P43 BEL OIL' BY5TB1 DE51GT4 STRUCTURAL: St GEER& NOTES 52 5AM)ATICN PLAN 53 ROOFFRM1NG PLAN S4 WALL ELEVATIONS 85 WALL 4RStictse AND ELEVATIONS S6 CONCRETE DETAILS 51 WALL B.EVATICNs 55 WALL ELEVATIONS CP/L• 61 G1i4060 PLAN c=2 GRADM45 DUALS LANDSCAPE /RRiGAT101* L) LANDSCAPE a 1Si1GAUa1 FLAN SEPARATE PERMIT RpOIRED FOUR: irdf M HANICAL goELECTRICAL ❑ PLUMBING 0 GAS PIPING CITY OF TUKWILA BUiLD:NG DIVISION ELECTRICAL 503'.: 11.Ec1RcAL SYMBOLS. it 2138 EVIATIR48.. ELI. ELECTRICAL ONE -0446 EUA. El EcTRC2L QE -LINE. Eue BUILDINE ELECTRICAL PLAN EUC BU4DNS ELECTRICAL MANN 592 SYSTEM Mt74TOR1NG:.. 3 FER TIT CORREGT?4 2 SID ISSUE 63 RE -St -1ITTAL -- REASONS 9,090 FILE COPY it/riders/and that the Plan Check approvals are sotAect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. L ALL CCN5TRUCT104 54441.1. COI LY WIT14 .71$ 1391 WIFOR1 BUILDING CODE, Wasua.66/4 STATE RE4LATIO45 FOR BARRER FREE DESIGN, W 44 /564TON STATE EItERGY CODE, AND ALL APPLICABLE LOCAL CODES, ORDN.aA4 5, AND STANDARDS 2. CONTRACTOR 15 TO VERFY ALL 66/918 G CONDITIO15, DIMENSIONS, DETAILS, ETC„ AND NOT, 714E ARCHITECT OF ANY AND ALL DIS- CREPANCIES PRIOR 70 FR5CEEDN. 4614/ THE WORK 3, ALL 1TEM5 MARCO NI., ARE NOT PART OF THIS CONTRACT, 4. ALL 4066 SHALL BE APPLIED IN ACCORDANCE WITH THE 616NIF4CTUR ER'5 LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 5. DO NOT SCALE 56AW8Ya0t 561EN510N5 GOVERN 15$ CONTRACTOR 514ALL NOTFY ARCHITECT IMEDIATELY OF ANY AND ALL DISCREPANCIES. 6. ALL DIMEN610N5 ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 7. W-ERE CONSTRICTION DETAILS ARE NOT 5140115 OR NOTED FOR ANY PART OF TIE WORK, TIE DETAILS SHALL BE TIE SAME AS FOR OTHER SIMILAR UDR, S. WERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO N 51NG18LAR IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES ITEMS CR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE TFE UIORC 9. CONTRACTOR 5144LL VE4FY ALL 13ULD6Ya STANDARDS. WITH BUILDING LANDLORD PRIOR TO BEGINN844 ANY WORD HOIIEVER THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM 4646 CONTRACT DOCUMENTS 466440r TIE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREE5 TO DEFEND, 64176141F7; AND HOLD, THE ARCHITECT HARMLESS FROM ANY CLAIMS ARI51NG'A5 A RESULT OF UNAPPROVED CHANGES 460. IT SHALL BE 1446 RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL E5 5TNL- 414677465 III$1LER 5140614 HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE 71E CONTRACTOR:.. SHALL BEAR ALL EXPENSE OF REP416 OR REPLACEI'ET44T OF UTILITIES OR OTHER PROPERTY DAMAGED BY OF£RATIO45 N COIIWCTION WITH 744E 54602471014 OF 4415 444660 1/ 844E CONTRACTOR WILL YERFY AND cow-oral TO ALL REQUI ET'B6T5 OF ALL UTILITY COMPANIES UNLESS, On4ERU5E'NOTED N TE PL4645 440 SPECFICATIONS. 12. EXISTING ELEVATIONS AND LOCATIONS TO BE JO6ED SHALL BE VERIFIED BY 1-E CONTRACTOR BEFORE. CONSTRUCTION. F1HEY DIFFER FROM THOSE SHOW ON THE DRAWINGS, ME CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT MOD404TIGTNS CAN BE MADE BEFORE PROCEED..46111 THE 4651. U. ALL DEBRIS SHALL BE REMOVED FROM PREM4E5 AND ALL AREAS SHALL BE LEFT N A CLEAN (BROOD COatom0N AT ALL 1645. 14. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO 545URO THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES 15. AFT:ROVED PLANS SHALL BE KEPT N A PLAN BOX AND 54,4046 NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME RFO61ATION AS WELL AS ALL REVISIONS ADDENDA, AND .. CHANGE ORDERS.. - :. TIE. CONTRACTOR SHALL ALSO .MAINTAIN .N GOOD CONDITION, ONE COMPLETE SET OF PLANS IUTH ALL REV1540N5 ADDENDA, AND CHANGE ORDERS, QI THE PREMISES AT ALL 7WE5 1{11044 ARE TO BE UNDER THE CARE OF THE JOB SUPERS TENDEN6 16. THE CONTRACTOR 54444646 BE RESPONSIBLE FOR TE 00`461545 SECURITY CF THE BUILDING AND 511E 1114ILE JOBS N PROGRESS AND UNTIL THE' JOB 15 COMPLETED. Ili ALL WORK SHALL BE GUARANTEED FORA PERIOD OFF OE (i) YEAR : - AFTER COMPLETION, UJLFS5 OTHERWSE SPECIFIED, AND STALL BE SO STATED N CONTRACTORS WRITTEN FROP05AL 246404155165016 ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC,. MUST 8E 1140E WITHOUT ANY ADDITIONAL COST TO 1546 OWNER AND 22114N FNE (5) oars AFTER NOTICE _15 0I550 18. ALL OPERATIONS C•NwUCTEP CN THE.. PF£MI5415 5444LL Nor BE: OBJECTIONABLE BEYOND THE PROFERTY 'ITIO D4RY L6E5 61» x514014 OF 64015E, STEAM, ODOR FUMES; GASES, 5M10KE VIBRATION. HAZARD OR 0T4Efj CAUSES, IN ADDITION 744410 TRACTOR SH4U. MAITRE DISRUPTIONS OF ADJACENT TENANTS OF TO NOSE ODOR Rr45 OR VIBRATIONS L4THNG; RASTER ASD GYPSUM WALL HOARD SYSTEMS S:WLL COFEOIsl1 TO 146E 04AP1ER 25 OF THE 199-41430 20_ ALL 41)46054106-45644180250704441476646744.4654654621.46605146550 AND WALL NTERSECTIO. 246 NOT USED. 22.7546 CONTRACTOR SHALL VERFY ALL DOOR AND LOUVER ROIGH OPENING D4'IEN51ON5 44117 THE 4PPROPR4TE MANFACTUiERS. 23_ ALL REQUIRED FIR_ DOORS SHALL BEAR 1 LABEL FRO1 4 RECOGNIZED AGENCY 5140W5JG TLE SPECIFIC RATS. 24. EXIT 5EN5 AND EMERGENCY 5X77 ILLUMINATION SHALL COaFOrd1 TO THE 1591 4480 CHAPTER 10 AND TKW ILA RI MARSHAL FEOUIfEVE NT5» CONTRACTOR TO FRONDS 4ND N0T4LL EtER ETCY LI614866G AND EMT LGHT.. AS REQUIRED BY THE CITY CF 1110!602 FITS AND BUILDNG DEPART'FNT5. 6014661 4065612155141» OF LOCATIONS IUSTH OTTERS SENTATIVE.BEFORE INSTALLATION CONTRACTOR SHALL PROVDE AND INSTALL .41DIBLE ALARMS N ACCORDANCE 111114 UFL. ARTICLE 14. CONTRACTOR SHALL PROVIDE AND PSTbLL v15551 AL4R151GN4L5 AS RE0R£D 8Y WAG 51 -30. CONTRACTOR SHALL 5ROvIDE AND INSTALL ALL SMOKE DETECTORS AND SMOKE DETECTION AS REMITTED UNDER ARTICLE 44 OF UPC. THE INSTALLATION OF 'ME ABOVE NOTED SYSTEMS SHALL NCI.LDE THE CO1ECTIO54 TO AND /OR MODIFICATION OF THE EXISTNG BUILDING 56451815; AS NECESSARY. 25, EXIT DOO'.5 SHALL BE 04QN40Le FROM TIE MADE ta7HOR. TI-e :5E OF A KEY OR .ANY SPECIAL 540W1.ED141 OR EFFORT. 86 Date -26- Permit No. Q W- IOS 15511E DATE Issued For Perot :: Y _.J5 dtaeittgs tsd 5 Ua,,tt+�aid t ,Ting IFieSrm ' ..Lute 646 9 ma4365. 55 :a4 of &e staiejrtyrpalatiwq' and Ile S�4 e: t 4 4�d without The 641646 corcenL a€,. ' S P`�.;f' 30. 1HE TENANT STALL PROVIDE 11E BUILDING PERMIT. TO THE CONTRACTOR PRIOR TO START OF CONSTRUCTION TIE CONTRACTOR SHALL SECURE ALL O MER RELEVANT CITY AND STATE APPROVALS REL4760 TO FIRE. ca4sne1GT10N, LABOR. 54Frr, AND L46845NG. CONTRACTOR SHALL FURTHER -.: POST ALL BONDS AND SECURE ALL 84646 NOE REQUIRED BY LAW OR CONTRACT, FORWARD.. PROOF OF 9U044 201705 TO TIE 194a47 PRIOR TO START OF CONSTRUCTION 31. Ti.. CONTRACTOR SHALL PROVIDE. AS -BUILT DRAWINGS OF ARCHITECTURAL. 11ECHANICA4 ELECTRICAL. AND FIRRE AND SMOKE MONITORING SYSTEMS ON REPRODUCE/ES 5UPPLED BY THE 014465 SUCH AS -BUILT DRAIUR855 WILL' BE C06 46l.ETED, SUBMITTED AND APPROVED BY THE OILIEER PRIOR TO FINAL PAYMIENT. AT LEAST FOUR SETS. OF PLANS AND SPECIFICATIONS FOR TIE S5RINCLER 32 PRE PROTECTION SYSTEM SHALL BE SUBMITTED TO 164E CITY OF TU WILA FOR tEVIBW AND APFROVAL PRIOR TO INSTALLATION. 'MODIFICATION OF THE UNDERaROUD WATER CLAN Dmats O4 51RPLYNG FIRE PROTECTION EQUIPMENT MIST BE INSTALLED BY A STATE- UC845ED FIRE SPRINKLER CONTRACTOR 745 WATER TIA6N PW57 BE HYDROSTATICALLY TESTED AND THEN FLUSHED AS SPECIFIED N aFP4- STANDARDS - ..THIS TEST 61157 BE CONDUCTED IN THE PRESENCE OF AN N5F667OR FROM TIE CITY CF TIKWIL4 FIRE DEPARTMENT. cam: 33. rue 41AOMATC 110665LER 51675-1 WALL 85 TED INTO 1445 CENTRAL SUPERVISORY STATION LOCATED N THE 61414 LOBBY OF BUILDNG 34. LANDLORD'S COVERSH4£ET, DRAWING A00,15 0LN5IDERE12 AS ATTACH113B TO DRA RES AND SPECIFICATIONS, AND 'ATHA THE SCOPE OF CONTRACTORS UDR( CONTRACTO. SUB -CO *TRACTORS AND SU'PUERS ARE TO ABIDE WITH ALL RULES AND 6044.ATkN45 THEE84. 26. FIRE EX11NG UI55FERS SHALL eE LOCATED AS SHUN ON THE DRAIJPYS. CONTRACTOR To PROVDE AL 1131MRA6Y... AND PERIMENT FIRE exri.uuisueRS REQUIRED UNDER NFPA l0, MOST 516644 EDITION, 4110 AP''''ED BY. ThE FIRE 4t4501481 » 21- FLNIIABI:E LIQUIDS 514ALL BE PLACED N :4CCOR6DMNGE WITH NFPA STANDARD 30 AND THE CURRENT W)OR'1 RIE CODE. 28 ALL L6447 a SHALL: BE INSTALLED AND SECURED PER LIB. STANDARD 25 -2, FOR EARTFIC {411 ZONE 10. 29: upcm CO -46644 ON OF CO4TRUC7IO1 CLEAN ALL SURFACES. PROGRESS DA1E. ..032E40 FILE PLOT: PROJECT 51.114BEit 99 -10-es DRAWN 864: sctb CHECKED BY 3(UL APPRWEUt9Y: RECEIVED,', CITY OF TUIMALA° JUL = 7! 2000, PERMITCEHTER S:\001-1-REC\SAB-COVR.DWG GENERAL CONDITIONS FOR CONSTRUCTION PRECONSTRUCTION MEETING A. N RODUCTION THB DOCUMENT IS NTDOED TO BE USED AS AN OUREE TO ESTABLISH THE CEN RAL RULES AND COHDRIONs TO BE APPLED FOR ANY MID ALL CONTRACTORS MD OR SUTLERS HOPE /1G N OR ABOUT THE BULDNG AND OR PREMISES N WHICH THE ATTACHES) SCOPE OF WORK IS SCHEDULED TO BE PERFORMED. THE ATTACHED GENERAL RUTS MD COHDRTONS ARE TO BE USED AS A GADEPE AND MAY BE SUBJECT TO CHANGE AT THE DRECIIO4 OF EE LANDLORD. N THE EVENT THERE IS A CONNECT BETWEEN AND OF THESE GENERAL RIMS AHD cONDrTIONS AND 11E LEASE, THE LEASE WLL PREVAL B. PRECONSTRUC11ON MEETING PRIOR TO TENANTS COMMENCEMENT Of CONSTRUCTION, TENANT SHALL CONTACT TFE LANDLORDS REPRESENTATIVE TO SCHEDULE A MANDATORY PRECONSTRUCTION METING WISH TENANT'S CONTRACTOR THIS MEETING SHALL TAKE PUCE IN TENANT'S SPACE REFER TO RIGHT HAND COWAN OF THS SHIT, "RECONSTRUCTION ACETIC! C. CONTRACTOR'S CONSTRUCTION DAMAGE DEPOSIT D. TENANT'S CONTRACTOR SHALL PAY LANDLORD, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A CASH DBOSIT N AN AMOUNT TO BE DETERMINED BY LANDLORD, TO APPLY TOWARD REPAR OF ANY DAMAGE BY TENANT'S CONTRACTOR TO LMOLORD'S PROPERTY, JANITORIAL SHtVKES REQURED DUE TO CONTRACTOR'S NON.CONFORMNG HOUSEKEEPING, AND/OR COMPLETION O PINCH UST ITEMS NOT COMPLETID BY TENANT'S CONTRACTOR. ANY MUSED PORTION OF REDS SHALL A REFUNDS) TO THE CONTRACTOR TENANT'S CONTRACTORS AND SUPPLIERS L TENANT'S CONTRACTOR MUST R ON SITE AT ALL TINES M SUPERVISE SUBCONTRACTOR'S WORK N TENANT SPAO= 2. MANN CONTRACTOR MUST PROVE LANDLORD WDH A SUBCONTRACTOR UST PRIOR TO, OR AT THE PRECONSTRUCTION METING. LANDLORD RESERVES THE RIGHT TO APPROVE ALL CONTRACTORS AND SUPPLIERS. 1 14 THE EVENT THAT TENANT'S CONTRACTOR VKXATES ANY OF THE LANDLORD'S STANDARDS AS STPUATID N THESE GENERAL CODRIOS, THE REQUREAENTS OF THE LEASE, OR BECOMES EVOLVED N A LABOR DISPUTE, THEN LANDLORD, AT ITS SOLE DISCRETION, MAY ORDER TENANT'S CONTRACTOR OR SUBCONTRACTORS TO CEASE WORK, AND TO REMOVE ITSELF, TTS EQURMEAT AND ITS EMPLOYEES FROM LANDLORDS PROPT TY UPON 24 HORS WRITTEN NOTICE 4. CERTAIN CONSTRUCTION ACTMIES WHOA AFFECT LIFE SAFETY OR TFE WARRANTIES OR NFEGRRY OF LANDLORDS PROPERTY, SHALL BE PERFORMED BY LANDLORD'S APPROVED CONTRACTORS, AT TENANT'S EXPENSE. TENANT OR TENANT'S GENERAL CONTRACTOR MUST CONTRACT DRECTLY WITH LANDLORDS CONTRACTOR THE LANDLORDS REPRESENTATIVE MC ASSIST TENANT WITH THE COORDINATION OF THESE ITEMS AS NECESSARY. THESE ACTIVTTES NCUDE, BUT ARE NOT MATED TO TIE FOLOWNO: A. PENETRATIONS OR MODNCATIONS TO EXTERIOR WALLS OR GLAZING. B. ROOF PENETRATIONS, MODNCATRON OR RENAL C. ANY CORE DRILLING OR PENETRATIONS OF POST-TENSION RE DDRCED FLOOR STABS. D. MODFICATIONS TO THE MECHANICAL SYSTEM CONTROLS E NSTALUTKN OF AND ALTERATIONS TO TFE FRE MONITOR SYSTEM (SMOKE DETECTOR). F. SHUTDOWN OF LANDLORD SYSTEMS TO ACCOMMODATE TENANT WORK 1 ON-ATE PARKING FOR TENANT'S CONTRACTORS & SUPPLED, F AVALABLE, MUST EE APPROVED BY LANDLORD'S RE'RESE4FATNE PARKING MAY BE REJECT TO A RENTAL FEE E. SPACE ACCEPTANCE BY TENANT F. BY OCCLPYNG THE DESIGNATED SPACE FOR CONSTRUCTION, TENANT SHALL BE DEEMED TO HAVE ACCEPTED THE PREMISES 'AS4P, HAVE ACKNOWLE)GZD MAT IMOLORD HAS COMPLETED THE WORK REQURFD OF IT PURSUANT TO THE LEASE, AND HAVE AGREED THAT LANDLORD 5 NOT THEN N DEFAULT N ANY O ITS OBLIGATIONS EDER THE LEASE UNLESS AMEN TO MARKETING BY LANDLORD'S REPRESENTATIVE AND TENANT/TENANT CONTRACTOR. WORK SCHEDULING ANY WORK THAT CREATES EXCESSIVE NOM, TITRATION, NOXIOUS FUMES, DUST AND ODORS, MUST BE SCHEDULED OUTSIDE O THE 5(15040 OPERATING HORS. THE LANDLORD'S REPRESEETATNE SHALL BE OWN 24 HORS O SUCH 055 -HOURS CONSTRUCTION & RESERVES TFE REM TO APPROVE OR DECLINE SUCH REQUEST. BU.O4G SECURITY MAY REQUITE SKINT /SIGN-OUT OF ALL PERSONS WORKING CONSTRUCTION. TENANT'S CONTRACTOR SHALL PERFORM WORK N A MANNER WHCE CAUSES NO NF040440 WOH OTHER TENANTS OR LANDLORD. TENANT'S WORK RIME BE CLOSELY MOHTORED BY LANDLORD'S REPRESENTATIVES. G. CONSTRUCTION UTLITIES CHARGE IT 6 AGREED AND UNDERSTOOD THAT THE UNITES 5ERVICNG THE PREMISES MAY NJ3) TO BE SEPARATELY METERED A5 PER TIE TERMS O TIE LU5E 14 TIE EVENT THE UHETFS ARE NOT CUAREARY SEPARATELY METERED MD THE COST OF LRNTF5, PER THE LEASE, ARE TO B A ERECT COST OF TIE TENANTS, MN ESTIMATE) PER DAY CHARGE WLL BE ASSESSED BY THE LANDLORD TO THE TEAM DURING TFE BURNOUT AND CONSTRUCTION PHASE OR LEMR SUCH TIME AS A 5544455445 METERING DEV5E 5 NSTAIID AND TRANSFERRED INTO TIE TENANTS NAME FTATHEUMORE, IF TENANT HAS RECEVED LANDLORDS P8AI5RON TO OCCUPY TEE PREMISES EARLY TO PERFORM CONSTRUCTION ION ACTNTTY, AN ESTIMATE FOR UTUTES MAY BE ASSESSED ON PER DAY BASIS DUNG TH5 EARLY OCCUPANCY PERIOD. I-L MODIFICATION TO EXISTING FACIUTES L ANY MODFCATION, NCUAg40 NCDENTM SAW CUTTING OR CORE DRLING TO LANDLORD'S 545541ES OR EUROPE NOT ON APPROVE) PLANS, MUST RECEIVE THE PRIOR WRRTB4 APPROVAL FROM TEE TENANT C00RONATO. MOT MO045541 OIS SHALL BE AT TENANT'S EXPENSE EMEND ANY DEICE, ENG/MRNG, PERMITS AND. INSPECTION AS WELL AS ACTUAL CONSTRUCTION COSTS. COST O 5PRNTIHO SYSTEM SHUTDOWN AND RCHARGNG, AT A COST, PER OCCURRENCE SHALL BE AT TENANT'S EXPENSE H MODFICATION TO EXISTING FACLITES CONTNUED: L LANDLORD RESERVES THE RIGHT TO SALVAGE REMOVED EQUIPMB4T AND MATERIALS NOT REED N THE NEW CONSTRUCTION CONTRACTOR 6 TO COORDINATE WITH LANDLORD'S ON-541E REPRESENTATIVE 5EGARDNG 44154MS TO BE SALVAGE. SALVADAB.E MAT88A41 MAY INCLUDE BUT ARE NOT LIMITED TO CASEWORK, CARPET, DOORS, RETIES, FRAMES, POWER PANE AND 5WIT05FAR, OGET 451555ES AND HVAC EQUIM ENT, (REINS AND REGIME. SUCH MATEMALS AND /OR EQUFAENs WU BE REMOVED BY TENANT'S CONTRACTOR N A MATE! TO AVOID DAMAGE OR LOSS OF PARTS OR COMPONETS, AND MOVED TO A LOCATION AS DRECTE) BY 545410RD5 REPRESENTATIVE ALL MATERIAL NOT SALVAGED OR REIN 6 TO 8E REMOVED ANT 06405 5 imam N A LAWFUL MANE BY MAIMS CONTRACTOR 3. ALL DUCTS WHICH PHETRATE RATIO WAILS, CHNG5 OR SHAFTS SHALL HAVE FRE DAMP8t5 WTIH RATING EQUAL TO THE WALL OR CLING WH04 6 PENDIRAIED. F REQURI 5 TO BE TID NM 5(RDL4G IRE PANEL, LANDLORDS FILE CONTROL CONTRACTOR 5RALL BE U5rD FOR 111 1ER 4. COMPLY WITH ALL REM1REENTS OF LOCAL CODES AND ORDINANCES FOR SUCH TIRES AS SUMO STABILITY, FRE DAMPLRS, TEAVERAERE CO45R04 THE 0003, ETC 5. ALL MHHANC41 WOE(, EQUt'MH4T, &REEDS, CONTROLS, ETC. ARE TO BE COWRIE & HILLY 14150141E WI14 TIE EYEING BIDING EQUPMB4T SYSTEMS ANT CONTROLS ANY PIQUED MODECATIOS TO ERNE SEMIS WEL B BY TENANT'S CONTRACTOR AT TENANT'S COST. 6. WEFT TIE CURRENT OPERATIONAL 5415 5 OF ALL TESTING MECHANICAL 0O1S N TEE AREA OF WORK. 7. LAS ALL MECHAM& MD EECTRCAL COMPOSTS (CONCEALED ABOVE CENG) WITH TFE APPROPRIATE COLORED 3/4 DOTS ON THE CEILING GRID. TIE COLOR C(RDNG SYSTEM 6 TO TE SART CORPORATIONS STANDARD AS FOLLOW& BIE HVAC (4245 / EXHAUST ORANGE HVAC CONTROLS (RENT WATER (SRIIO15 YELLOW: CAS ML ILE SYSTEMS B. UPDATE ALL DOSING HVAC COERCE AS ERECTED BY LANDLORD'S ON-RTE RHBB84TATNE A IMO. ALL CIRCUITS AT POWER PANES MD ON RECEPTACLE COVER PLATES. T2 PONT OR 1/8' BUCK UTTERS MECHANICALLY PRM® ON CLEAR TAPE 10. CONTRACTOR 5 RESPONSE/ FOR MONICATTONS TO THE DOSING FRE PROTECTION 515140 AS REQ5RD7 BY TIE WORK OF MS CONTRACT, N CLONG 0STALLATION OF STROBES AND DEER ADA COMMENT DEVICES. 11 CONTRACTOR SHALL ROW E OCCUPANCY SIGNS CONFORMING TO APPICARE CODES AM RHUREBTS. 11 CONTRACTOR SHALL !SMALL EXIT SINS N TEE TYPE, NUMBER AND WARE AS SHOWN ON TIE CONSTRUCHON DOCUMENTS OR AS OTfOW6E REQULED BY THE LOCAL INSPECTOR O. ALL DOT DOORS SHALL BE OPEABE FROM THE MEEE WITHOUT KEY OR ANY MOD INOWUDGE 14. NMEtER FUSE STMT NOT DEMED A TIME SPREAD LUNG OF 21 15. SUM5T SIGNED AND SEALED FEE PROTECTION SOP DRAWINGS FOR REVEW & APPROVAL 01 W11055 5 INSURANCE COMPANY I HOUSEKEEPING AND MATERIAL HANDLING 1 WITH TEE LANDLORDS CONSENT AND APPROVAL THE TENANT'S CONTACTOR MAY LOCATE A CONSTRUCTION DUTAESTEt ON SITE, ON A TEMPORARY BASE. APPROVAL VTl A BASE) ON TIE METH OF TIME MD 1}f AVAIABNTY OF AN AREA FOR LOCATING SUCH 4055455104 L N SOME CASES THE TENANT'S CONTRACTOR MAY BE ABLE TO OBTAIN A STREET USE PENT TO LOCATE A D UAPST4R ON THE STREET. N ANY EVENT THE TENANTS CONTRACTOR WEL W RESPON SELF TO REMOVE ALL CONSTRUCTION GEMMED TRASH FROM COMMON AREAS OF TEE 5(RDR4G ON A 40411.5 BARS. TH4ANPS CONTRACTOR AC1040WLIDQS THAT STORAGE O ANY CONSTRUCTION AND OR RJLDNG MATERIALS OTTSDE OF TIE TUMID SPACE 5 PROVEN UNLESS LANDLORD'S WRITTEN APPROVAL HAS 8E)4 GRANTED. 2 TENANT'S CONTRACTOR AOO OWLEDGES THAT 405540NI Of CONSTRUCTION MATERIALS 6 TK 5055 RESTRICTED DUNG BUSIES HOURS. THE BlRU4G 6 HARPED WRIT A FREER ELEVATOR TO A DERG4AT D UPON REQUEST FOR CONSTRUCTION USE PADS WLL BE INSTALLED WERE APPLICABLE AND A MICE KEY FOR N7@DTH45 OPERATION WU. BE PROVING TENANT'S CONTRACTOR WLL NED TO PROVEN FLOOR PROTECTON AS REQIRID TO HARE THAT THE FLOOR NEM OF TEE MIND ARE PROTECTED. L 55105M RETIE 4TATNE AND TENANT'S CONTRACTOR WLL RESPECT MIMIC COMMON ARE FOR EASING DAMAGE & DETERMINE THE ROUTE OF TRAVEL FOR CONSTRUCTION MATEtWS PRIOR TO 004 011CFABNF OF CONSTRUCTION ACTIVITY. DOCUAE:1ATION OF TEE WALK-THROUGH OBI. BE PROVED02 TO THE TENANTS CONTRACTOR (NON COMPLETION OF TENANTS B LD -OUT, CONTRACTOR AND WIXORD5 RBRE@TATNE WLL RH45PECT 11* COMMON AREA NOTING ANY DAMAGED AREAS NNW REAR BY THE TENANT CONTRACTOR. 1 ONCE CONSTRUCTION EONS N TENANT'S DACE, THAT AREA BECOMES THE RESPOt8H11Y O TENANT MD ITS CONTRACTOR TENANT'S CONTRACTOR MUST SLED' AND INSTALL A LARGE CARPETED WALK-OFF MAT NNE THE ENTRANCE TO THE 5PAcE TO B1AR4ATE THE TRACKING OF DUST MD DEBRIS RHO THE BBD!(' THE WORK AREA AND THE AREA OUTSIDE THE TENANT PREMISES MUST BE MAINTAINED N A CLEAN COMMON AT ALL TRES. TRASH MUST 5E PLACE) N CONTAINERS AND REMOVE) DALT BY TENANT'S CONTRACTOR TO TENANT'S CONEUCTOR5 DEMPSTER. F TRASH 5 NOT IMMEDIATELY RMMON D OR THE SPACE 0EAN D LP AFTER LMOLORD'5 4071, LANDLORD MAY REMOVE 15* TRASH ANT CLEAN HE SPACE AT TENANT'S EXPOSE 6VCL1DNG AN ADMNSTRATIYE F7£, AND DEDUCT FROM CONSTRUCTION DAMAGE DEPORT. 4. PRIOR TO comma/ran OF AM CONSTRUCTION ACTIVITY TENANTS CONTRACTOR WU INSTALL AND SUNTAN CONSTRUCTION PRE FLTEt5 N TFE MR.00401 RETURN AR SYSTEM SRVKNG TIE CONSTRUCTION AREA AND OR FLOOR MIN CONSTRUCTION 5 COMPLETE THE PRE ROES SHALL BE REEVED AND DISPOSED OF BY TENANT'S CONTRACTOR 5. TENANT'S CONTRACTOR SHALL REMOVE AND %POSE O N AN APPROVE) MANNER ALL SURPLUS CONSTRUCTION MATBtW. FROM SiTE. DISCHARGE OF AM MANUAL MO LANDLORD'S PLUMBING OR STORM SEWER SYSTEM OR TRASH CONIANM 5 PROHRIID. 6. TEMPORARY OUST BARRIERS AT DF5554G WALLS 14 PLENUM SPACES MAY BE REQUIRED TO CONTROL CONSTRUCTON DUST. ESTATE AS ERECTED BY LANDLORD'S REPRESENTATIVE, AT TENANT'S EXPENSE 7. F AM HAZARDOUS MATERIALS WEL B USED ON -RTE, MATERIAL SAFETY DATA SETS MOM MUST BE ON FILE WITH TENANT'S CONTRACTOR PRIOR TO TIER (USE J. TENANT'S CONSTRUCTION DRAWINGS /AS.BULTS AFTER PLANS ARE EVENED MO APPROVED BY TFE TENANT COORDINATOR, A BUDNG PERMIT 5 ISSUED, BY THE GOVERNING JURISDICTION, TFE RE- CONSTRUCTION MEETING HAS OCCURRED AID AU. REQURDANTS MET, TIE4 MATHS COFSTRUCIION MAY PROVE). ONE 5LT OF PLANS BEARING L)140005 APPROPRIATE REVEW STAMP, COMPLETE WITH LANDLORD'S COVER SHEET AND OWNDt5 GOOD FAUN INSPECTION REPORT ATFA0ED, MUST BE KEPT N M444455 PREMISES AT ALL TIME. TENANT'S CONTRACTOR MUST 115E THIS SET OF PLANS ALONG NM TIE APPROVED RUNG PERMIT PLANS 11* OTT AS ITS MASTER SEES) FOR 11(R.DNG TENANTS SPACE AT TIE CONFUTER OF CONSTRICTION, 'WET SHALL PROVIDE ONE COMPLETE SET OF REPRODUCIBLE AS -BELT DRAWNOS TO TMDIDRD, AND ONE 3.5' DISKETTE 19110 ALL CAD GENERATED DRAWINGS N DWG OR .OXF FORMAT. ASBU.T DRAW5GS SHALL tam ARCHTECT.RAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND FRE PRO1EMION IG INSPECTIONS BY GOVERNING AGENCES TR4ANT OR RS CONTRACTOR 5 RESPONSIBLE FOR OBTAINING ALL REQURED 56PEC11006 BY GOVERNING ACE4CES TENANT'S CONTRACTOR IS REFORM FOR COBRECTNG ALL DFHCB4015 RECORDED BY THE INSPECTORS. L. PUNCH LIST /OBSERVATIONS BY LANDLORD DUNG CONSTRUCTION OF TENANT'S STORE, LANDLORD'S REPRESENTATIVES MAY OBSERVE PERIODICALLY TO 055400* W55511 t CONSTRUCTION CONFORMS WITH TFE APPROVE) PLANS & SVECNCATKNS, AND TEE PROVISIONS OF 1111 GENERAL COMMONS FOR CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, MH4ANTI WORK MAY BE HALTED UR41L -THE PROBLEM 6RESOLVED:- N NO EVENT NIL. SUO1 OBSERVATIONS OR 5513SEGUE41 RESULTS OF SUCH OBSERVATIONS PLACE ANY RESPONSNITY ON LANDLORD. TENANTS CONTRACTOR SHALL NOTIFY THE LANDLORD'S REPRESENTATIVE N WRING WFB4 WORK 5 SBSTANMALLY COMPLETE, AND REQUEST A FINAL ERECTION FROM LANDLORD. LANDLORD SHALL PROVDE TENANT'S CONTRACTOR WITH A FORMAL WRITTEN PUNCH UST WW1 WLL 550505E ANY. CONSTRUCTION DDS PURSUANT TO TIE APPROVED PLANE MD APPLICABLE CODES. ANT RANCH UST WORE NOT COA4LEEID WIT} E TIE DIRTY (30) CALENDAR DAYS FROM DATE OF NNMM UST MAY, AT LANDLORD'S OP004, BE COMPLETED AND TEE COST DEDUCTED FROM 104ANI CONTRACTOR'S 0005T. M. I.ANDLORD'S FINAL ACCEPTANCE N CROEt FOR MANT TO RECEIVE LANDLORD'S FINAL ACCiPTANCT,'.TENANT MIST, WIFME THEY (30) DAYS OF TFE DATE TENANT 051545 FOR DURESS, (MAN MD REMIT TO LANDLORD 15* FOLLOWING ITEMS: t A COPY OF THE CERTFICAIE OF OCCUPANCY ISSLED BY THE RATING D0ARTM64T. 5500D 54550 TENANTS. MUST ALSO INCLUDE OOCIBB5TED APPROVALS FROM 11E LOCAL WARM DFPARTM:NT PRIOR TO OPENING) 2. COPES OF ALL WRONG PERMITS AND OTHER REQURED PERMITS, LOCATING 145PECDO26 AND APPROVALS BY 11E APPROPRIATE AGENCY. 3. AMIE DRAWINGS OF TENANTS WORK PER PARAGRAPH T. 4. HVAC BALANCE REPORTS BY NDHEFDE4T AR BALANCE CONTRACTOR. 5. THE COMIREDD PUNCH UST, MIMEO BY 111 LANDLORD'S 6. TENANT'S CONTRACTOR SHALL REAR ALL DAMAGE TO BUOD CREATED BY ITS OWN WORK. LANDLORD WEL RH1)4) ANY REUSED FUNDS FROM CONSTRUCTION DAMAGE DEPOSIT. TO MIAMI CONTRACTOR 7. 0 & M MANUALS AND WARRANTIES FOR ALL TENANT INSTALLED EQIR'ME4T AND ROOF TOP PENETRATIONS. 8. CONTRACTOR CERTFCA50N O ASBESTOS FREE PRODUCT NSTALLAEON. A UPON COMPLETION GENERAL CONTRACTOR SHALL SLWLY LANDLORD WITH 1E4 RELEASES FROM ALL SIMMS, SUPPERS, LABORERS, MICH HAVE REMIT NOTICE TO LANDLORD. N. MISCEU.ANEOUS REQUREMENTS 1. WERE COMETS EXIST BETWEEN BUILDING CODES,: UNITES 0(5515EAB15, STAM1 , ORDINANCES, REGULATORY REQUtEMENTS, & LANDLORDS REQIRFMENT5, THE MORE STRNG:NT SHALL GOVERN. L TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS WITHOUT LANDLORD'S APPROVAL 1 THIANPS CONTRACTOR AND SBCOTRACTORS SHALL COMPLY WITH ALL PARKING RUES & REGULATIONS AS ES ABLSFED BY THE LANDLORD. VIOLATONN OF PARKING REQUIREMENTS MAY RESULT N FEES AND /OR TOWING. 4. TENANT SHALL USE ONLY NEW, FIST -CLASS MATDBA15 N COMPLETING ITS WORK ALL WORK AND EQUME4T SHALL BE WARRANTED FOR A NATMUM O ONE (0 YEAR FROM INSTALLATION. SUCH WARRANTES SHALL NOT REEVE TENANT FROM ITS MA0TENANCE OBLIGATIONS PROVIDE) N TIE LEASE. O. GOOD FAITH INSPECTION FOR ASBESTOS TENANT AND TENANT'S CONTRACTORS MUST HAVE LANDLORD'S GOOD FAITH INSPECTION REPORT ON ROM PRIOR TO STARTING WORK. TFE WASHINGTON N3USTRAL SAFETY HEALTH ACT. 29662-07707 STATES THAT BEFORE ALLOWING OR AU 510610NG ANY CONSTRUCTION, RENOVATION, 655500 INTO, MANIBAANCE, REPAR OR DEMOJTION, LANDLORD SHALL PERFORM A 0000 FAITH R*PECT52M TO DETERMINE WHETHER MATERIALS TO B WORKED ON OR REMOVED COMM ASBESTOS. IT 5 TIE RESPONSBRFTY O TENANTS CONTRACTOR TO MAN A COPY OF THIS REPORT AND DISPLAY T ON THE MENSES N ELM NEW OF ALL PERSONS ENTERING THE WORK SITE TENANT'S CONTRACTOR 6 ALSO RESPONSIBLE TO D5COSE TO LANDLORD'S 6005/ET. TATNFS RS 000055RRT OF AM MATERIAL THAT'. MAY CONTAIN ARRESTOR NOT MI NIUM N 11f GOOD FAITH NSPECTON. NO WORK SHALL DISTURB OR REMOVE TIE SUSPECT MATERIAL UNTL LANDLORD HAS PERFORMED TESTS AHD /OR ABATEM154T. P. INSURANCE TFNANF5 CONTRACTOR SHAM MINT TO LANDLORD A ®RFICATE OF INSURANCE YAM ME AS OUTLINED ON 11E ATTACHED SAMPLE TIE CERTFICATE HOLDER SHOULD READ AS FOLLOW& DAVE A AM SANDRA SABEY 4201 TUCWILA NIE NATIONAL BLV0. FOURTH MOOR SPATTER, WASHINGTON 901663721 ADDITIONAL TRUED HOORSFARi4T WEL NCUDE THE EOLLOWNO CERTIFICATE HOTTER MD SABEY CORPORATION 140TE ORNN LAMM BRDM REQLRRE EVEi6N. OF HE ABOVE NSLRW & ADDITIONAL R&M ORTHCATE !POLDERS. CONTRACTOR MU. INSTRUCT /IL SUMS TO SUPPLY MILORD WITH A CERTIFICATE OF R4IRANCE AS 051111 a IBBL PROJECT: AS A REQURHIBlT OF YOUR SUBCONTRACT ON TIE ABOVE RFSTRNCEI PROTECT, EVDNGE OF 14SRANCE 54 THE MINIM AMOUNTS SHOWN BELOW 6 B:QU'91 TO HE DELIVERED TO U POOR TO YOUR COANB4C 50 WORK, 1109 REiTBR CONTAR6 THE FJFORMAHON VOIR INSURANCE AGENT NIL NED TO MARE THE 031itATE OF INSURANCE 42 RILE) BY SRN COPORATOONL FUME INSTRUCT YOUR F6Ut*4CE A(845 TO MM.1HE CHRFEGT5 Rw1DE=G ENDORR4041, TO THE ADENOID OF 1HE SABER CORPORATION CONTRACTS ADAMS-EATON. 11310500100101 COMMCI L MEM MEAL - MJAL ACCIE ATE R000C1S/OOMEEI®QBATOr6 A04IIWWTE - W MO EX EACH 050404 MROMO(•E MEET - CE OCCLIIMI E 42-BSA 450544 W M - rB 0054 50 WOWS COMB011014 VEER DM WAMFNl:TON t9. a H NOME CO...MEM BOMBS MEW MNMRM MIT !7,42555 MOVED MEMO 5(55( Ee MEMO 5442.222 STAWIQ2 STAMM STOP GAP (WASHINGTON 504L0YHt5 HABUM 51000000 T1E ORIF CATS SHOULD M0100 EE FOLLOVIRD L SHOW DAVE A AND SABINA SABEY, MD SABEY CORPORATION AS ADDITIONAL MIRED. NOTE CHCTAN LANDLORD MUM IEQUE SAL OF THE ABOVE !SHRED & ADDITIONAL R&M CERTIFICATE HOLDERS. 2 NOW THE CURRENT AIA BETS RATING FOR TIE NSURA GE CO/WANY IBTID. 3. SHOW ANNUM PRIOR 054405ATTDN NOME OF S DAYS 4. SHOW ALL )FO1CU540 AND DE5a5ATE THE CART' OR PEt OCCtRR041 S. F MEG *0ORD 03T1ii0Tf.. 5*544 AMMAN Bin s5 BE MARKED WITH AN 'L' MUM COVERAGE PROVIDED. 6. C90ERATE OF WART AND 119631A MUST STATE F COVERAGE PROVIDED 6 'CARS WED OR 005(100 CE FORM. 52000 -105 TENANT WORK WLL NOT BE ALLOWED TO COMMENCE WITHOUT TFE FOLLOWING ❑ LANDLORD'S CONTACT PERM (Sabey Corporation Property Management) Telephone (206) 281 -8700 ❑ TEAM CONTRACTOR'S EMERGENCY TamHONE ❑ WASHINGTON STATE CONTRACTOR'S LICENSE ❑ CONTRACTOR'S COTTFICATE OF INSURANCE WITH PROPER AMMONAL SSA0/ AS REQURED. ❑ CONTRACTOR'S DAMAGE DEPORT AMOUNT (to be paki by Tenant's Contractor) ❑ LOST OF SUBCONTRACTORS ❑ APPROVE) TENANT PLANS ONSTE (Approved plans shag Include thin Landlord's Cover Sheet, to be completed at the preconatruetlon meeting.) ❑ CONSTRUCTION MUTES CHANT per General Conditions paragraph V. BECTRIC/DAY ELEVATOR DRAW SPRNa1t/OCCTIRRHIGE OTHER OTTER ❑ STRONG PERMIT ❑ coN6TRUCTION SCFEDIRE Start Date Estimated Completion Date ❑ FROV51056 FOR PEt5M*4T ELECTRICAL POWER ❑ GOOD FAITH INSPECTION', REPORT',... ❑ SEBCOWTRAcroRs APPROVE) BY LADDLORD FRE DETECTION ”YSTEM MECHANICAL CONTROLS ROOF MOD5CATION6 CERTFED AR BALANCE CONTRACTOR OTTER: ❑ 0 0.44ATM HOURS OF CONSTRUCTION ❑ MATERIAL DETBtEs SHALL BE 000001 154 WITH LANDLORD'S REPRESENTATIVE. RE LOADING FREIGHT ELEVATOR ❑ LOCATION OF TENANT CONTRACTORS TRASH RECEPTACLE ❑ LOCATION FOR TENANT CONTRACTOR PARKING ❑ LANORARD'S FRST RIGHT OF REFUSAL FOR SALVAGE ❑ PRIOR APPROVALS REQURED MOOHCATIO S TO LANDLORDS FACILITES: era.FITM WMEE: A0ryrwc CDTME OR WELDING NCDENTAL CONCRETE SAW 05TING OR CORE D81(NCs NOXIOUS RIMER ❑ COoiRUCtON SAFETY, OSHA, wMEM, MSDS ❑ PUNCH-LIST NOTB'CATION ❑ FIST AD VT ON-SiE ❑ FRE EXTEGUS6t ON-STIE ❑ RENEW® CONTRACTOR CODE OF 00140(505 WMTF1 LANDLORD'S REPRESENTATIVE TENANT'S CONTRACTOR AND HIS REPRESENTATIVES ACKNOWLEDGE THAT THEY HAVE RECEIVED, RENEWED, UNDERSTAND, AND WLL COMPLY WiTH THIS LANDLORD'S COVER SHEET. Srgn4tr10 Date TENANT DRAWINGS SW Cora Doc Review Date Receive& e 0 Rejected ❑ Reim && Reek* ❑ No Exceptions Taken ❑ Note AWkitp an OrawLaBs ❑ THIS E1N6v B VCR LAYOUT OILY MC N NO WAY M.TRS MY RELINE MMESOS OE &RIB COMMENCE YON LOCAL 4060 r8 00 COM A Dave Saw Omelba Mditamaa Mop TENANT CONTACT INFORMATION (TO 02 COMPLETED BY TENANT'S ARCHITECT PRIOR TO PRECONSTRUCTION MEETING) G) OWNER'S CONTACT: Addess: Phone f: TENANT'S ARCHITECT: Address: Phone 4k Contact Person: TENANT'S CONTRACTOR: Address: Phone k Contact Person: TENANT'S MECHANICAL BNGNEER: Address: Phone t: Contact Person: TENANT'S ELECTRICAL. ENGINEER: Address: Phone t: Contact Person: TENANT NAME: SUITE NO.: BEADING: S BEY CORPORATION CONSULTANTS REVISIONS ISSUE- DATE 06/02100 NI drawings and written material appearing herein cans15*le the original and unpublished work of the Sabey Corporation and the some may ,roE he duprrc¢ted, reed ar dxbsed without the written ,Docent of 54* Sahey (:OrpAMA:. LANDLORD'S COVER SHEET FOR ALL TENANT CONTRACTED WORK WITHIN SABEY CORPORATION OWNED AND /OR MANAGED BUILDINGS DRAWING ETIIfsENERAL CONDITIONS FOR CONSTRUCTION PROGRESS DATE: 09/14/55 FILE: PLOT: PROJECT NUMBER: DRAWN 8Y: BOB CHECKED BY; RHS APPROVED BY: 0 0 rn O / co O to 0 0 0 Q 0 O O Tp 0 L>E▪ I Cr z Z O T O to 0 O X LEAN SYMBOLS OLS O STRUCTURAL GRID ROOM REFERENCE DEICE- R°DM NAME L10A - ROOM NUMBER DOOR REFERENCE Uc DOOR NUMBER RELATE WITH SILL = '='- FULL HEIGHT RELITE - - KEY NOTES DETAIL REFERENCE WALL SECTION _ SEE LEGEND DETAIL NUMBER /LETTER` DRAWING NUMBER SECTION NUMBER DRAWING NUMBER BUILDING SECTION DRAWING NUMBER ,CT-- SECTION LETTER REFERENCE OR DATUM ELEVATION REFERENCE REVISION REFERENCE REVISION NUMBER ONLY MOST RECENT REVISION 6 Ct OUDED ELEC R°T DCQL Sal H o ©LS REFER TO ELECTRICAL DRAWINGS FOR SYMBOLS. ©ELMO S U U1lIl o ©LSS GENERAL ACCESS PANEL GWB ,., DED TILT. CEILING HEIGHT 1 FIRE SPRINKLER L!GHT,NG FLUORESCENT FIXTURE FLUOR. DOWNLIGHT 0 M.P. DESIGNATES MOISTURE FROOF. INLAND. WALLWASHER 01 FLUORESCENT STRIP t RECESSED SEE EPP 'KEEP DRAM NGS Q EXIT SIGN /LIGHT O 1 - MECHANICAL CO REFER TO HVAC DRAWINGS Z_ �JBE RED EJ . . AS RE0.0 DIVISION 1 GENERAL REQUIREMENTS 1.1 GENERAL CONDITIONS -IRE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", AIA DOCUMENT A201-1987, FOURTEENTH ADDITION, ARTICLES 1 THROUGH 14 INCLUSIVE, AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING. ARE FL,LLy BINDING TO THIS WORK AS WE'LL. THE CONTRACTOR AND ALL SUB - CONTRACTORS SHAD READ AND BE GOVERNED BY THEM. 1,Z__ CODES AL. WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE CF AN, CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OR THE M J ER.ALS _PECFIED DO NOT EQUAL 0 EXCEED THE REQUIREMENTS OF THE LAWS OR OR-TIANCES, THE LANS CR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL .:v.ir_IEIS. 1.3 DRAWNGS AuCLSPECIFTCATIONS THE CONTRACTOR SHALL COORDINATE THE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWNGS WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SFEE:'I•CAPONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQJEST `DR C! AR PC.ATIDN ANY WORK INSTALLED IN CONFECT WITH THESE DRAWINGS OR SPE: F :CATIONS SHALE BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE CWN R, 'ENANT OR THE ARCHITECT, HENS ONG 0. DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF :.AR ;T;CNS 0T TO THE CENTERLINE OF COLUMNS. 9. O - -L'OZ A1:0 CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR 1,'2') INCHES FROM THE IACES OF ADJACENT PARTITION C.ENTERED BETWEEN PARTITIONS T PAR-0005S THAT ARE NOT D'MENS ON D. -' USH AND SQUARE WITH SERUEDDRE . „ DRE CENTER( NE OF A :4: 005 MULLION AS SHOWN. VEASi;REM- 0 ABEIREA, THROL,D,OET TEE DRAWNGS ARE DRAW 4BSR_v1A0ONS WHICH. ARE 'FIN COMMON USE THE LIST OF PROVDED iS 000 5 NP 00 TO BE COMPLETE OR REPRESENTATIVE OF 0010:0011 .. MA.ERA`S ..C:L ELY OSLO ON THE PROJECT. THE ARCHITECT WILL DEFINE THE !.,ENT QUEST,ON. 1✓0 RAWNGS OIMEN0GNS SHOWN 00 THE DRAWINGS AND ACTUAL FIELD ARCH -If 0.I 0, ANY DSCREPANCES 10000. CODE, ,. 0ON THE GENERAL _ 0.0 SHALL BE RESPONSIBLE FOR THE COORDINATION AND 'ER:'FICr E WORK OF ALL TRADES TO ASS„RE COMPLIANCE WITH THE DRAWINGS ' 1.8 .xl PRCTECION :HERE NECESSARY. _::DE FIRE PROTECTCN - PENETRATIONS OF FIRE RA1E0 ELEMENTS AS ,.,RED BY 'THE GOVERNS A H0 „".. • 1.9 :z 4_R^_ CONS DR, CTi3ON A. HE CON,RACT3R 0-I.G O INVESTIGATE AN ER.-" '_CCAUGNS OF STRECEDRAL. ME. -AN;CAL 0:0 ELECTRICAL EL ME+ ::T0 PRIOR TO 00 +1010 OR T- -0S OF SLABS CR STRUCTURAL MEMBERS. NO,T :'FY THE ARCHITECT OF PR ,OR 10 BEGINNING WORK. R ;iTRA _00 SRALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOC, AS REO,RED FOR ALL WALL 0D CE.LNG MOUNTED ITEMS. C. ALL CO,EJRECDON SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN CI. -RDANNCL MTH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF -HE ;'.!R.SOICTION CUE NG HE:3,7S, w ERE INDICATED, ARE FROM SUB "LOOK TO BOTTOM OF CE'L C 'R,0 :DR C.701.4 FiNiSHED SURFACE. E. !AEC E.R,..;;., : RTCAL 1RANSPOR'A0ON :D SPRINKLER WORK SRAD BE _D .,DOER SEPARATE PERM0. ',ES 0= ALL SUBMIT T N DENERAL CONTRACTOR FOR RC. _. WC n f:t', WA S S ? ',TIED -LICE DIVISION 2 SITE WORK DIVISION 3 CONCRETE TE 4 ,cH _ .. EE'. AS MANi.,,CTIJPED H,DPOZO „OR?ORA`ON ON L . ...E 6,51-. EE:. N_ PADS A,P, -ER M...,,FAC7J?ER'S _.� S , ADD,TC,AL 3,,',.R DIVISION 4 MASONRY AS -M A36 ,STki ;a M .RS'. ASTei :'53 TYPE 5 ._.,J.rtz_ -OR MATE43. PER DR M0C5 PRA SL SEC SIN S., FOR c : LUISH AND SM00 T T 410 ADJACENT 7,01,A.71 MAKE "1G.- 03 AND H01135E, : .05°.-3 EDGES ,NACRM n J'LS. R .,,."S'ED FOR ANCHORAGE OF 16310003.0 . DIVISION 6 WOOD AND PLASTICS NOT REWIRED DIVISION 7 THERMAL AND .MOISTURE PROTECTION 7.1 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS); A. PROVIDE AND INSTALL CLASS PB EIFS. SYSTEM CONSISTING OF A MOISTURE DRAINAGE BARRIER, INSULATION BOARD MECHANICALLY ATTACHED. TO THE SUBSTRATE, AN INTEGRALLY REINFORCED BASE COAT AND A TEXTURE PROTECTIVE FINISH COAT. USE 'HIGH IMPACT RESISTANCE' MATERIALS TO 8' -D" ABOVE ANY ADJACENT FINISH FLOOR OR GRADE. 0115 INTEGRAL COLOR TO MATCH PAINT COLORS SPECIFIED UNDER DIVISION 9 AND AS CALLED OUT ON THE DRAWINGS: COORDINATE MTH SHEET METAL FLASHING INSTALLERS. 7.2 BUILDING THERMAL AND ACOUSTIC INSULATION; A. PROVIDE AND INSTALL UNFACED' MINERAL -FIBER BATT INSULATION IN STUD WALLS FOR THERMAL AND /05 ACOUSTIC ISOLATION. INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR OPTIMUM PERFORMANCE. PROVIDE CAULKING AS REWIRED AND /OR AS SHOWN ON THE DRAWINGS. 7.3 BUILT -UP ASPHALT ROOFING: A. 3 -PLY ROOFING SYSTEM WITH GRANULATED CAP SHEET, INSTALLED OVER TAPERED RIGID INSULATION; SYSTEM COMPLETE WITH ALL REQUIRED MATERIALS, FASTENERS. CANT STRIPS, BASE FLASHINGS, ETC. AS RECOMMENDED BY THE ROOFING MATERIALS MANUFACTURER FOR A COMPLETE INSTALLATION. PROVIDE MANUFACTURER'S STANDARD SUBMITTAL FOR ARCHITECTS REVIEW AND APPROVAL. COORDINATE 'MTH INSULATION AND SHEET METAL. FLASHING INSTALLERS. 7.4 SHEET METAL FLASHING AND TRIM: A. FABRICATE AND INSTALL SHEET METAL FLASHING AND TRIM TO COMPLY MTH RECOMMENDATIONS OF SMACNA'S 'ARCHITECTURAL SHEET METAL MANUAL'. USE PRE - FINISHED MATERIALS TO THE GREATEST EXTENT POSSIBLE, WITH 2 -COAT FLUOROPOLYMER 'HYLAR 5000'. OR 'KYNAR 500'- OR APPROVED FINISH. COLOR 45 SPEC:FIED PROVIDE ALL EXPANSION SEAMS. SEALANTS, FASTENERS, ETC. AS REQUIRED FOR A COMPLETE, DURABLE AND WATERTIGHT INSTALLATION. WORK TO INCLUDE ALL FLASHINGS, COUNTER FLASHINGS, RAINWATER COLLECTORS AND LEADERS AND ANY DECORATIVE SHEET METAL ITEMS AND TRIM. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW AND APPROVAL. COORDINATE WITH EIFS, DOOR AND LOUVER INSTALLERS. 7.5 TAPERED RIGID INSULATION. A. TAPERED RIGID INSULATION - PROVIDE AND INSTALL POLYISOCYANURATE INSULATION BOARD WITH TYPE II FELT OR GLASS -FIBER MATT ON BOTH MAJOR SURFACES. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW AND APPROVAL. COORDINATE WITH ROOFING INSTALLER. _ 7 -6 SUB-GRADE DRAINAGE SYSTEM: 7.7 JOINT SEALANTS: A. PROVIDE AND INSTALL ALL JOINT SEALANTS, BACKER ROD, CAULKING, ETC. AS MAY BE REQUIRED OR AS SHOWN ON THE DRAWINGS. USE COMPATABLE MATERIALS APPROPRIATE FOR THE USE AND CONDITION. ALL CAULKING AND SEALANTS ARE TO BE INTEGRALLY COLORED TO MATCH THE ADJACENT SURFACE, OR AS DIRECTED BY THE ARCHITECT. PROVIDE MANUFACTURER'S STANDARD SUBMITTAL FOR EACH PRODUCT USED FOR ARCHITECT'S REVIEW AND APPROVAL COORDINATE WITH EIFS ANC SHEET METAL FLASHING INSTALLERS DIVISION 8 DOORS AND WINDOWS 8.1 GENERAL REQUIREMENTS A. DOOR AND FRAME ASSEMBLIES SHALL MEET THE FIRE RATING REQUIREMENTS LISTED IN THE DOOR & OPENING SCHEDULE ON SHEET A5.0. B. SUBMIT DOOR, FRAME AND HARDWARE SCHEDULES PER DIVISION 1, SECTION 2.0. INCLUDE DOOR AND FRAME CONSTRUCTION AND INSTALLATION DETAILS. PROVIDE SHOP DRAWINGS FOR ALL SECURITY DOORS AND WINDOWS. 8.2 HOLLOW METAL DOORS & FRAMES A. HOLLOW METAL DOORS SHALL MEET THE REQUIREMENTS OF ANSI /S0 100. DOORS TO BE GRADE !I, HEAVY -DUTY, MODEL 2, SEAMLESS DESIGN, 1 3/4" .HICK PATH 18 GAGE GALVANIZED SHEET STEEL FACES. h. HOLLOW METAL FRAMES SHALL MEET THE REQUIREMENTS OF ANSI /SDI 100. INTERIOR 0005. &DELIGHT AND BORROWED LIGHT FRAMES SHALL BE 16 GAGE STEEL, FULLY WELDED CONSTRUCTION, FACTORY PRIMED. EXTERIOR HOLLOW METAL DOOR FRAMES SHALL BE SIMILAR 10 INTERIOR FRAMES AND OF GALVANIZED STEEL (ASTM A 526, COMMERCIAL QUALITY, OR EQUAL). C. EXTERIOR DOORS TO BE :50004TEO WITH R -4 CORE INSULATION. D. ALL HOLLOW METAL DOORS AND FRAMES ARE TO BE FACTORY PRIMED FOR FIELD APPLIED FINISH COAT. E PROVIDE SOUND RATED DOOR ASSEMBLY WHERE REQUIRED. 8.3 HARDWARE A. SEE HARDWARE SCHEDULE ON SHEET 05.0 FOR HARDWARE GROUPS. 9 ALL LOCKS SHALL BE PROVIDED WITH INTERCHANGABLE CORES. ALL LOCKS SHALL BE KEYED TO LANDLORD'S GRAND MASTER AND MASTER KEY SYSTEM. C PROVDE BLOCKING -N PARTITION FOR ALL WALL MOUNTED DOOR STOPS. D. -AR WARE ,TEAS. LOCKSETS 155 LATCHSETS SARGENT 8200 LEVER MTH ROSE TRIM CLOSERS LCN OR APPROVE EQUAL, PARALLEL ARMS WHENEVER POSSIBLE, TB & G AT WOOD DOORS STANLEY 4 -1/2 X 4-1/2, 05260 5056, B.B. N.R.P. 50600065 0006015, PEMKO OR APPROVED EQUAL DOOR PROTECTION: CIPCO, QUALITY, OR BUILDERS BRASS CIPCO, QUALITY, OR BUILDERS BRASS EYy R 0. CYLINDERS: MEDECO DIVISION 9 FINISHES 9.1 GENERAL FINISH NOTES A. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCT, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS . 05P0SED CONSTRUCTION ON DRAWINGS. B. OFFSET STUDS MERE REQUIRED SUCH THAT FINISH WALL SURFACES WILL BE FLUSH. C. PROVIDE £- AL-YANiC INSULATION BETWEEN DISSIMILAR METALS. D. FLAME SPREAD RATINGS FOR INTERIOR FINISH TO BE CLASS 3 OR BETTER. 9.2 WALL FINISH NOTES A ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLIED UPON. B. SAMPLES OF ALL FINISH COLORS SPECIFIED SHALL BE SUBMITTED PER 015SKIN 1, SECTION 2.0. FOR. APPROVAL BY ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. C. IN AREAS TO BE LEFT UNFINISHED, GYPSUM BOARD WALLS SHALL BE FIRE TAPED ONLY. 9.3 FLOOR FINISH NOTES A. CONCRETE SEALER (SEE DIVISION 03). 9.4 GYPSUM wan 555E55JES A. REFER TO PARTITION SCHEDULE ON SHEET 05.0. B. GYPSUM WALLBOARD TO BE 5/8' TYPE 'X' GYPSUM WALLBOARD EXCEPT WHERE NOTED OTHERWISE. PROVIDE 5/8" WATER RESISTANT BACKING BOARD AT ALL CERAMIC mu WALLS. C. PROVIDE METAL CORNER BEADS. CASING BEADS AND DRY WALL TRIM ACCESSORIES WHERE REWIRED. D SOUND INSULATION, WHERE INDICATED, TO BE 3 W. UNFACED SOUND ATTENUATKTN BATTS. 9.5 PAINTING A. CONFORM TO THE RECOMMENDATIONS OF THE CURRENT EDITION OF ARCHITECTURAL SPECIF CAITONS MANUAL - PAINTING. B. PROVDE 51X SAMPLES OF EACH PAINT COLOR AND GLOSS ON 12 x 12' ART BOARD FOR APPROVAL. C. PAINTING SCHEDULE CONC. WALLS 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT, & CERING5: EGGSHELL ENAMEL ' 559 WALLS 2 COAT PROCESS, TINT 55I5ER TO MATCH FINAL COAT, EGGSHELL ENAMEL METAL: 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT, SEMI -GLOSS ENAMEL TOUCH -UP PAINT WITH THE SAME APPLICATION SYSTEM USED.FOR THE LAST FINISH 0000. E. ALL PAINT COLORS SHALL MATCH THE FOLLOWING: 5 -1 BLOC. EXTERIOR, BASIC 5HERWTN 5LUAM5 ;r SW2064 'OUTERBANKS'. 5 -2 BLDG. EXTERIOR. ACCENT SHER'NAN wl'_0055 5 552066 'NANTUCKET DUNE'. P -3 . ALL METAL, PIP- SHERWIN WLL:AMS @ 552315 'COPPER NAIL'. P -4 ALL INTERIORS TO BE SELECTED 0- DMSION 10 SPECIALTIES 0.t SIGNOCE, SHELL /CORE A- PROVDE 065055 SGNAGE MA.CRNG BUILDING 560:0ARD IDENTIF!C.AFDN SYSTEM_ QPANT,TY = 4. 10.2 FIRE EXTINOIASHEP.S & CABINETS A 550400 FIRE EXTINGUISHERS TO MEET CODE P_Q0REMEN 0 OF 75' MAXIMUM TRAVEL 0!STAN5E TO 611155JS,ER ER05 ANY POINT iN BULL ONO. d. USE LARSON CAMEO ?02409 -5, 5P5 (21 156). B2 BRACKET OR APPROVED EWA0 PAN- EXPOSED CABINET TO MATCH ADJACENT WALL_ 10.3 ST,,,EL Acass P.as A. PRO.__ ONE 3"-Q- x 3 -0" ACCESS PANEL :,N THE _ .1..50 OF rriE GENERATOR 8005 - TO GVT ACCESS T T,RE NTAKE FANS. R' STYLE M 5T. FOR APPR.3Pm:ATE 005000005, OR „-PRO E0,An_ 10.4 SOUND ABSORBING PANELS A- PROVIDE e" TICK PRG AHR:CATED SOUND 0B502550 PANELS (EMPIRE 5-90. OR .APRRO:55 EQUAL) ON CONCRETE SURFACES :0 THE GENERATOR 5005 AS FOLLOWS, INSTAL 2 -0' z i0' -0 PANELS VER iCALL Y ON WALLS AS 55000- TOTAL OE 105.as '5 73 PANELS (2044 SE` INSTALL 2' -C lc 78 ° -C" AND 2.-C z 11.-C" PANELS HOR'.ZON'ALY ON CEILING AS SHOWN. INSTALL. 32 EACH CE 0-0 181 AND PANELS 0NER THE GENERATORS TOTAL QF CEILING PANELS 5 32 -'8' AND PANELS 0,856 5E) B. PROVIDE THICK ACOUSTICAL PLEMJN LINER TO 163; GO THE S.i'n-ACES (WALLS & CE NC) OF THE UPPER F' R INTAKE PLEMUN FOR THE ;GENERATORS. JO- -NS M ANC ' E 'PERMACOTE UNACOUST,C 0-3'0e; CR APPR0000 EQUAL. USE 2-LAYERS OF 2 MATERIAL 1 5605500. C. PROVIDE 2 0H 6 K PREFABRCATED 5a250 0.50551:0 PANELS (65,15 0-90, OR APPROVE EQUAL) ON CONCRETE SURFACES !N THE GENERATOR ROCiI! AS 540OWS: :NS'ALL 2 -0 x 10 ° -D PAN =S VERTICALLY ON WALLS AS SHOWN.°. TOTAL CIF WALL PANELS !S 12 PANELS (240 SF) INSTAL T-0" x 12.-0" PANELS HORIZONTALLY ON CEIL1NG AS SHOW: :. IOTA!. CEL:NG PANELS IS 16 PANE'S (354 SE). DIVISION 11 EQUIPMENT A. INTAKE AND EXHAUST LOUVERS SHALL BE- RUSKIN ELF63750X EXTRUDED ALUMINUM LOUVERS WITH DRAINABLE 8LADE5 "AND BIRD SCREENS.. LOUVER FREE AREA SHALL BE NO LESS THAN 570 OF GROSS DIMENSION LOUVERS SHALL BE ANODIZED WITH PRIMED, PAINTABLE FINISH. ' B. SIX (6) EXHAUST LOUVERS SHALL BE SIZED TO FIT 10' -0 WIDE BY 10 =0" HIGH ROUGH OPENING.:.. LOUVER :SHALL'BE INSTALLED TO BE. REMOVABLE :TO ACCOMMODATE THE REMOVAL OF THE GENERATOR. C. FOUR (4) INTAKE LOUVERS SHALL BE SIZED TO FIT 10' 8" WIDE BY 6' 6" HIGH ROUGH OPENING AND 0100 (2) 1N1AKE LOUVERS 51-1ALL BE SIZED TO FIT 10' -10" WIDE BY 6' -6" HIGH ROUGH OPENING. ROUGH OPENINGS SHALL BE AT LEAST 6" ABOVE ADJACENT ROOFS. D. ONE (1) EXHAUST LOUVER SHALL BE SIZED TO FIT 9' -0" WIDE BY 8"-8" HIGH ROUGH OPENING. LOUVER SHALL BE (INSTALLED TO BE REMOVABLE TO ACCOMMODATE THE REMOVAL OF THE LOAD BANK. E. TWO (2) INTAKE. LOUVERS SHALL BE. SIZED TO FIT 6' -6" MOE BY HIGH RW0-1 OPENING. ROUGH OPENINGS SHALL. BE AT LEAST 6 " :ABOVE: ADJACENT ROOF. F. EXHAUST LOUVER. OPENINGS SHALL BE CAST WITH A 6" HIGH: CONC. CURB. G. 5 EACH - 1500 KW GENERATORS SHALL BE CATERPILLAR MODEL 35128, 277/480 VOLT, 3 PHASE, 60 HZ, DIESEL GENERATOR' SET. OPTIONAL EQUIPMENT SHALL INCLUDE. SPECIAL MOUNTS FOR VIBRATION 'ISOLATION AND EARTHQUAKE RESTRAINT, AND 1100 GALLON SECONDARY CONTAINMENT" GENERATOR .BASE TANK. GENERATOR, BASE TANK, AND ALL STARTERS, CONTROLS, AND ASSOCIATED EQUIPMENT SHALL BE 5000000 AS A UNIT TO BE MOUNTED ON EQUIPMENT PAD BY SUPPLIER. EXHAUST SYSTEM SHALL BE INSTALLED BY MECHANICAL IN ACCORDANCE WITH R1,^_LIIREMENTS OF ACOUSTICAL ENGINEER'S REPORT, DATED MAY 26, 2000. H. PROVIDE ACOUSTIC SOUND ATTENUATCRS AND TRANSITION ATTENUATORS AT INTAKE AND EXHAUST LOUVERS IN ACCORDANCE MTH THE ACOUSTICAL ENGINEER'S REPORT, DATED MAY 26, 2000 DIVISION 12 NOT REQUIRED DIVISION 13 NOT REQUIRED DIVISION 14 NOT REQUIRED DIVISION 15 A. B. C. D. E. F. FURNISHINGS SPECIAL CONSTRUCTION CONVEYING SYSTEMS MECHANICAL ARCH THE MECHANICAL SYSTEMS SHALL COMPLY WITH ALL APPLICABLE CODES. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS 'SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK. REFER TO MECHANICAL ENGINEER'S DRAWINGS FOR MECHANICAL NOTES. SPACE IS TO BE CONSIDERED UN- HEATED, FREEZE PROTECTED ONLY. FIRE SPRINKLER SYSTEM SHALL BE A DRY PIPE SYSTEM. SPRINKLER ALARM VALVE SHALL BE FREEZE PROTECTED IN A HEATED SPACE OR HEAT TRACED JN A MANNER APPROVED BY THE AUTHORITY HAVING JURISDICTION. TEN (10) SUPPLY FANS SHALL BE PROVIDED PER MECHANICAL DRAWINGS. TWO (2) ELECTRIC UNIT HEATERS; BRASCH MODEL 81DH -10 -4803; SOKW, 480/3 PHASE, 1/15 HP MOTOR; 277 V. SINGLE PHASE; 715 CFM PROVIDE WITH INTEGRAL TK -2 -15 THERMOSTAT, AND W8 -3 WALL MOUNT ASSEMBLY KIT. DIVISION 16 ELECTRICAL 5. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR ELECTRICAL AND COMMUNICATIONS NOTES. 2 BID ISSUE 6/9/0' 1 RE- SUBh11TTAL 051222 /210' REVISIONS ISSBE DATE Issued For Permit 4151 An drawings and written material copeoti5 herein-comae the original and ...had wak at 05 Saba., Cwt and the same, may not he dwFii ted;.road art disclosed `: without the written cement at Wm Sobe, Carpa.atW . Exobus= ntergate. DRAWING TITLE: SPECIFICATIONS" B GENERAL RTC/RUT/al PROGRESS DATE: 7204/89 FILE ktargate/Sld94:WMOlstuseLost G!'0,C PROJECT NUMBER: 99- 70 =05' DRAWN BY: bob /5db - CHECKED BY jWI APPROVED 50: RECEIVED CITY OFIU,KWILAI' 'JUL ° 7 2000 PERMTTCENTER FUEL OIL SUPPLY AND USES THIS PROJECT NCLUDES PROVISIONS FOR THE STORAGE AND USE OF DIESEL FUEL OIL (TYPE III -B COMBUSTABLE LIQUID). THE DIESEL FUEL WILL BE STORED N TWO (2) 30,000 GALLON DOUBLE WALL STEEL/FIBERGLASS UNDERGROIND STORAGE TANGS_ THESE TANG WILL MANIFOLDED TOGETHER TO FRONDE RJEL FOR FIVE (5) DIESEL ELECTRIC POWER GENERATOR SETS LOCATED N THE NEW GENERATOR BUILDING. N ADDITION, THESE TANKS WILL PROVIDE SUPPLEMENTAL FUEL FOR THE FIVE (5) EXISTING GENERATORS LOCATED N THE EXSITiNG ANNEX BUILDNG_ ALL FUEL PIPNG WILL BE FLEXABLE DOUBLE WALL PIPNG. N ADDITION TO THE 60000 GALLONS OF FUEL N THE UNDERGROUND TANGS, EACH CF THE NEW GENERATORS WILL HAVE AN INTEGRAL, DOUBLE WALL STEEL FUEL. TAT. LOCATED DEIEECTLY BENEATH THE GENERATOR UINT. EACH OF THESE 'BELLY TANGS' WILL CONTAIN 1,500 GALLONS OF FUEL FOR A TOTAL OF 1500 GALLONS OF FUEL STORED WITHIN THE NEW BUILDING. THESE T.41-4Z WILL BE DIRECTLY COI•IECTED TO, AND RECEIVE THEIR FUEL SUPPLY Fr M THE UNDERGROUND TA YS. ALL REFUELING OPERATIONS AND SPILL CONTAINMENT WILL OCCUR OUTSIDE AT THE FUELING PORTS FOR THE UNDERGROUND TANGS. THE NEW GENERATOR EUILDNG WILL ALSO CONTAN THE RJEL PUIP5 AND FUEL PROCESSING EQUIPME•r. ALL SYSTEMS WILL BE FULLY MONITORED N ACCORDANCE 11/1714 EPA DOE ANDIOCAL REQUIREMENTS AT ALL TIMES. SEE ELEC IRIGACDRAWIt�s R ADD IC L IiF!, • TION. w:3• Of • • iv NOTE: ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE A. UNDERGROUND FUEL TANKS IS NOT INCLUDED IN THIS PROJECT AND IS SHOWN FOR REFERENCE ONLY. CUT AND FILL FOR TRASH ENCLOSURE WILL BE LESS THAN 35 CU. YDS. Ffl_F ('nav J These plane have been reviewed by die Pabiie Works Department for conformance with current City standards, Acceptance is aebjeet le anon and omissions white da sot adsorbs liaising of adopted uanduds s Winnows Us taatyeei6pitf for the adegnicy d du dulp Va li tardy with the designer: Addition% deletion cur taaiisaa M rhea drawings aim thh due will avid this tonptaece and will regain a imbuing of raked drawings for subsequent appraaL Ftla{ acoVetwe hi tidjaB r field bt yMn„yyr� the Public Works nadaa inspector. By/ hare been `Partment for reviewed he the ndards. conformance b 1fl n -i.,i — REPAIR DUSTING CURS, REPLACE : ,. " '` which Acceptance enfijecr , errors and FLAme Alm RRSIdletd / a standat vto . �p 8MEM c� . ode. any trim tOdSTNG tie., dflTp res i.� 001, Ir6 IRE: Generator Annex this ., :. cur mkt aibisr r ;hest OFTU D Building reQui . alts a ,,,iy+m,OFTUKWILA d revised i•..., a nspeginr �, SABEYI ARCHITECTURE CONSULTANTS matemeinn 1 ,4F0 —X022 5/25/0! 4 MOVE RJEL TANK 9/01 /00 3 PERMIT REVISIONS 5/30/00 2 BID ISSUE 5/9/00 I RE- SUBMITTAL 05/22/00 REVISIONS ISSUE DATE Issued For Permit 4/5/00 All drawings and written materiel appemeg herein constitute the original and unpublished work of the Scurry Corporatiors and the same may not be dupfwpted, used or disclosed without the written content of the Snbey Corporation_ EXODUS Intergate es RB'VV! E d8T CURS, RELOCATE PLANT MATERIALS AND IRRIGATION TO ABU PUNTER, PATCH AWPI4 &5 PROVIDE ELBVE N I SB FOR CANN BOLT ON NAME LEAF, PROVIDE ELIDE BOLT FOR ACTIVE Ma a HASP FOR PADLOCK, TYPICAL. 4.6.31 SF_ NEW IMPERVIOUS ARE SI At SCALE IINBa I 1"=20'-0 1 0 5 10 20 3 3 50 75 TARE ;T!ON PERMIT CENTER PROGRESS DATE: 03/07/00 PROJECT NUMBER: 99 -70 -05.01 DRAWN BY: bob CHECKED BY: 5db APPROVED BY: DRAWING NUMBER: A1.0 co N O O 0 0 in 0 O 0 0 O O 00 0 w to Z Z to cc 0 m (/l 0 0 X 0 0 J Z tri 4.lftgC eit0 DSGt Ib' P.610pt tfOR f 01 f dia.b lit sPEG E6Cti0kIbA1C;p _ 144NfJKRILWYtP6t E GI CfCnQSOI®I P?Mac talf> 1E 64N IIE:1BlC4L p `tioaf ails Cs PER BPEG '�'3E4TI01t IPAG. niaG sotto AE90tsm maw at aseviTOR Root CE11.1% PER ova scrim VAA. ACOUSTIC INSULATION PLAN SCALE: [46'= I' -m 0 COTO i4OWBB EEPIM PAD 59'- 0'x5' -O' x4•FII k 96' x36• ACCES6 DOOR N COMO TO !RAKE FOR MOVE FORFAR ACCESS- CCNG. HO0ULECESP613 PAD I8-0• x 5•-6• x 4• FYGtt. OE PER GBERATOR SET. 11' C:45T 44-PLACE =CRETE WALL Gd6T N-PCACE COHCIEIE KOLL= Eee-G - EEg >< • 1 TA'P.i IICI i 1 _j XI 51D! IssuE DATE I eued Far F' � ' Ali drawl: 7s und wr Mabliiarelppeirire the aiginet and- eneetAsMd sea of -tie S'a5`e,- and the sane may rot he dupfimhd• Wei; without the written canard ai the Soft`" SHOP AREA +1- 560 5F 1)d02i 0c = $_w aus ox coon BUILDING LATOUT PONT BY BY._ 71 '746.x. /7\06 00 09:07 PETAL PLASNI6 PANT PT-3. 0 0 Cr. w z z z . , „ , -: . ,, 1- rol fr. 4 ,,,,,- ,. . „. . ., r .;. i ' Yid., _ ..”. .0,.....),N0,4,4.c„,,,041,,..,,,,4,..1,,...-41 - \,",,,,,,,,,/it)t,i;ks..).,,,,,,, �l�``1ti' jrd.„`i NORTH ELEVATION, GENERATOR BUILDING` :SOUTH ELEVATION, GENERATOR BUILDING , '�``N\ rr`M■ COLLECTOR a RAN LEADER PANT Pfd. ---' TYPICAL DRAWING -11TL RAN LEADER$ TIUV4T LIE NTO cuLvERT toff D rCl.) UNDER SIDHUALK, tYPicAL :d11elrx O M 0 O 0) 0 l0 0 xZ•I•Z•PP:!Z .w.„1 Z•.: I•I•I• ?I• :bI•I•Z•DI, •bPZ•I I• ::I•Z? I•Z•:!DZ•77.7•. 0 C9 0 0 O c 0 w z z O 0 N D 0 I 0 m cc cc W z Z V) SLAB'':Ct4 GRADE' SECTION THROUGH ELECTRICAL ROOM �00KING SOUTH SECTION THROUGH GENERATOR SUILDINCB LOCKING SOUTH 7111:E:_ '. 116-L.-Al II�u� II i11.0 yt ' � 4r r i} ✓ i r ,. rr GW f i ��� iof r *4 f� `�.ef •4kAA,f`� ∎ �44\4.$'„keIN! i. ti, ,,!, , ✓iifet r VI tttK4r ,, ,, `•AN r r � r ryt i SECTION THROUGH GENERAT UI L I DNG LOCKING WSST Finish Schedule Partition Schedu$ ROOM FLOOR WALLS ,.._ ,; ;: `1 w :F DETAILS °_ NO. NAME FLOOR BASE NORTH MAIL ° FINISH WESi ;;_ , G N FINISH NISH FIRE RE RATING REFtARKtr '^ ' : "HEAD JAMB SILL 101.1 A m ®�� NONE PT -4 CONC./ Rr.•r"'IIM • CONC. '' ; CONC NONE . PT-4, BONG" ' NONE CONC. EZIABM361 - 32/A5.0 32/A5.O X101 GENERATORS CONC. SEALER SEALER %11.:.1.. . CONC. WAESL3'GBLNG'TDRECEM3 ACODSnot PANELS. SEE SPEC. X102 SHOP COIL_ _ 1 HM X103 ELECTRICAL CONC. SEALER CONC./ - - NONE CONC. '1 CONC. -` NONE ..CONC. INF."" NONE CONC NONE " t ^12 0 ' WALLS 8 CEAINI2 TO RECEIVE ACOUSTICAL PANELS SEE SPEC. PT -3 PT -3 :N /A 1... - '. HM PT -3 --- .. ---' 3 2 21/A5.0. ' .. 32/A5.0 ® - 103.1 1 3/4" 3' -5" 7' -0" H.M. DOUBLE KEYED DEAD BOLT: LOCK IN BASE RAIL : Door & Opening Schedule LJ ID Z C3 a hN 3 5JS'_ 20 MEWL ADOkE.,•.,x; OPN( NO. DOOR /INFILL FRAME ENERAL NGQ'S. ' DETAILS °_ REMARKS ELEV THICK WIDTH HEIGHT MAIL ° FINISH ELEV MATL FINISH NISH FIRE RE RATING HDWR GRR OUP '^ ' : "HEAD JAMB SILL 101.1 A 1 3/4" 3' -0" 7' -0" H.M. PT -3 1' HM PT -3 PT -3 ' 1.. 2 - 32/A5.0 32/A5.O 23- 24/A5.1 12/A5.1 • • SOUND INSULATED DOOR, STC -45 SOUND INSULATED DOOR, STC -45 102.1 A 1 4/4" 3' -0 7' -0 H.M. PT -3 1 HM 102.2 1023 A 1 3/4" NL 3' -O" 8' -8" 7' -0" 9' -0" H.M. MET_ PT -3 1 HM " PT -3. INF."" 1 . ; 22/A5.0 32- 33/A5.1 MODIFY FOR CONTROLLED ACCESS E3 A PT -3 PT -3 :N /A 1... - '. HM PT -3 --- .. ---' 3 2 21/A5.0. ' .. 32/A5.0 31- 32/A5.1 12/A5.1 - - 103.1 1 3/4" 3' -5" 7' -0" H.M. DOUBLE KEYED DEAD BOLT: LOCK IN BASE RAIL Hardware Schedule Door /Hardware Notes L ALL E21T DOORS ARE TO BE OPB1/ LE F%J 15E PISDE WTFICUT TIE USE CF A MT OR SPECIAL Io•LEDGE. ELECTROIBC LOGCBEIS SMALL DEFAULT TO 1141.00, N ALARM SITLAT10N CR POWER FAILURE. 2 MUM EFFORT FECUMD TO CPB4 ANY DOOR SHALL NOT EXCEED A FF11$4 POLIO PFEESCRE DCOR4 CN AN ACCE EBLE ROUTE CF TRAVEi SFW.L NOT Exam:, A me MIND OMB* PRESSURE. Comments 1. PPCMCE ECIPID BATT weturia4 FORSaNDRATNGOFSTC•X15 -. SEAL BOTH 80E5, TOP AND BOTTOTL TYPICAL. 2. BOLD / 1 1 . 1 . O N 6. CONCRETE c , TYPCCA_ 6' EXIERI012 I$..EIF &.OM¢% EXC GYP. SEATIBB. NIEWOFa $' GUS, TAPE .1 PAM 351V 20 24' 2- LATER5 CF 5B' GCB ON EACH SIDE. TAPE'! PANT Comments 1. FW VE 4' ScUO BATT P LLATION FCR SOUIO RATING OF ETC • 50 SEA. BOTH 51DES, TOP ATD BOTTOM, TYPICAL 2 DAD NLLLL CN 6' CGNCIiETE CURB, TYPICAL EXODU e•.=k intergate HOLLOW MIL A MOTORIZED OR COILING DOOR ODOOR TYPES SCALE: = I'_0., S i j}3{� d �� i kgyj 2 Q LOICK. we iiIii . . .. 1 2 3 A • • • • • • • • • • •. MODIFY FOR. CARD READER ACCESS • • • MODIFY FOR CONTROLLED ACCESS DOUBLE KEYED DEAD BOLT: LOCK IN BASE RAIL Door /Hardware Notes L ALL E21T DOORS ARE TO BE OPB1/ LE F%J 15E PISDE WTFICUT TIE USE CF A MT OR SPECIAL Io•LEDGE. ELECTROIBC LOGCBEIS SMALL DEFAULT TO 1141.00, N ALARM SITLAT10N CR POWER FAILURE. 2 MUM EFFORT FECUMD TO CPB4 ANY DOOR SHALL NOT EXCEED A FF11$4 POLIO PFEESCRE DCOR4 CN AN ACCE EBLE ROUTE CF TRAVEi SFW.L NOT Exam:, A me MIND OMB* PRESSURE. Comments 1. PPCMCE ECIPID BATT weturia4 FORSaNDRATNGOFSTC•X15 -. SEAL BOTH 80E5, TOP AND BOTTOTL TYPICAL. 2. BOLD / 1 1 . 1 . O N 6. CONCRETE c , TYPCCA_ 6' EXIERI012 I$..EIF &.OM¢% EXC GYP. SEATIBB. NIEWOFa $' GUS, TAPE .1 PAM 351V 20 24' 2- LATER5 CF 5B' GCB ON EACH SIDE. TAPE'! PANT Comments 1. FW VE 4' ScUO BATT P LLATION FCR SOUIO RATING OF ETC • 50 SEA. BOTH 51DES, TOP ATD BOTTOM, TYPICAL 2 DAD NLLLL CN 6' CGNCIiETE CURB, TYPICAL EXODU e•.=k intergate HOLLOW MIL A MOTORIZED OR COILING DOOR ODOOR TYPES SCALE: = I'_0., 24 GA MET. COPING PAM PT=3, TYP. ROOFING PER SPEC. 4' FIBER CANT WELD STUDS TO STRUCTURE CONCRETE ROOF STRUCTURE I. EPS OVER kb' EXT. GYP. SHEATHING ON 6' 20 GA. MET STUDS, TYP. ROOF CURS FROM PRE/SGUFE T1iEA1ED 4X8 iA 24 GA. MEt comp PANT PT -3. TYP. it • EEG OVER 4i• T. GYP. ENEATNIPO ON b' 20 GA. MET STUDS, TYP.' LOHtv£R FRAME, PER SPECS. PANT PT -3, TYP. COLLECTOR amo !WI% LEADER AT SOPPIER PER`DETAIL 25/A PAM PT -3, TYP. ROOF FRAMING, SEE 11 FRAME PARAPET DETAIL REVEAL DETAILS 9calm 14'0-0' METAL ROLL -UP GRILLE ss.. a- u+•FER 20 GA. MET DRIP CAP SEALANT BOTH SIDES, TYP_ ROOFING OVER TAPERED INSULATION, SEE SPEC. SLOPE TO DRAIN. MEGRIM TREATED 6X8 SILL HM FRAME, PER SPECS. PANT PT -3, TYP. 4° FIBER CANT NIL s4' CHAMFER • x V,' DRIP ROLL UP DOOR HEAD Scala ft ..I' -0' DOOR 6 FRAME WALL J -OUYER SILL DETAIL 25 SCUPPER DETAIL No Seale METAL ROLL-UP GRILLE PAINT PT -3, TYP. 20 GA MET DRIP CAP SEALANT BOTH SIDES, TIP. STEEL ANGLE PER 311,=A5J PAINT TO MATCH EPS FINISH SWIM HM FRAME, PER SPECS. PAM PT -3, TYP. HM DOOR PER SPECS. PAM PT -3, TYP. METAL THRESHOLD, PER SPECS. SLOPE SILL I2' SLOPE SILL 20 GA MET DRIP CAP 6' METAL 51 'D FRAM S WRH III' TYPE 'X' GWB BOTH SIDES 4 ACOUSTICAL BATT INSULATION. ACOUSTICAL SEALAPff ALL AROUND, BOTH SIDES, TYP EXHAUST FAN PER MECHANICAL METAL LOUVERS, PER SPECS. PAINT PT -3, TYP. ROLL UP DOOR SILL &ake IJ1•.1•-0. DOOR a CONC. WALL Sail Il}• I-O' FAN DETAIL Sealer r.r-tr COMPRESSIBLE FILLER SEALER CONCi'¢TE SIDEWALK K' BELOW FN. FLR SLOPE TOWARD CURS NEW DRAIN PIPE PER CIVIL COMPACTED FILL EXISTING ASPHALT DITCH PATCH ASPHALT AS REQUIRED DRAWNYsTgLE; 4' -11 METAL LOUVERS, PER SPECS. PAM PT -3, TIP. SLOPE H}' TO DRAN 6' NIGH CONCRETE SILL CONC. SIDEWALK ROOFING OVER TAPERED MU-ATTON, SEE SPEC. SLOPE TO DRAM CONC. WALL, SEE STRJCT; PROGRESS DATE. 04/040 FILEr PLOT: PROJECT NJMEER. ,; DRAIN 1N u ,.._..._ s_.. _...........ors -.�.. s� .�._.�.�.�s..�.•..._...�.�._.r SEE STRJCTURAL DETAIL 144 LOUVER SILL i ETAII 5,50-14,122.DW0, 45_1, 10/10/2001 11:51:54 AM 03 O 0 0 CO 0 (/) 0 0 0 IO 0 0 0 I 0 x w Z 0 O 0 N rn to 0 O 0 00 w 0 C7 tr Z_ ,I r _ r ' - - - - - - - - TS 4'X4'X5/16' GALV - CONC. WALL SEE STRUCT. 3/4' DIA A -307 BOLT 1(TYPICAL) END R (TYPICAL) — — — — — I I I 1.1/4 ± 4'X4'X5/- �, () 1/ TS4°X4'X5/16' ii _ �:— ACOUSTICAL WALL PER E SCHEDULE, TYPICAL i ACOUSTICAL SEALANT TYP. BOTH SIDES CONC. WALL, SEE STRUCT. ACOUSTICAL - - - - sAk BE- y ARCHITECTURE SEALANT TYP. BOTH SIDES #� BLOCKING AS REQUIRED \ \ 1 1 /2„ e , (TYP.) 7/8' THICK PLATE (TYPICAL) I 5/1 t — — — —�I� ACOUSTICAL SEALANT � —_] ui PLATE ui (TYPICAL) � I' o ���� ��7 tHN U , pp � - TYP. BOTH SIDES ....... -• --• -• -- - -• -•--- •- • -• -•-• -- - r ^N a\ v _ O I _ A 11 HOLLOW METAL DOOR JAMB PER SCHEDULE M _ Q - METAL LIVER ASSEMBLY 1 \' EI.F.S. OVER \' 0.S.B. ON 6' MET. STUDS, TYP. d Q _ - 1��1 11 � 1 .. ` 11 1 I ' +{,I� n fir - STATE OF ir CONSULTANTS r- PAINT PT -3, TYP. PER SPECIFICATION PAINT PT -3, TYP. �' I. 1 \' EI.F.S. OVER \' O.S.B. ON 6' MET. STUDS, TYP. ACOUSTICAL SEALANT TYP. BOTH SIDES \ - 1, o,, ATYPICAL POST FOOTINGS DR. JAMB @ CONC. WALL 1r CONNECTION A 0 �r, EXT. FRAME WALL DETAIL 41) EXT. FRAME WALL DETAILScale 1) 1\• =1' -O' Scde: 1\• =Y 0' Scae t\' =7' -O' Scde 1\ =1. 0' Scale t \ -_T -0• in TS 4'X4 "X5/16' GALV (TYP-) ACOUSTIC BAFFLE �` ON WALL, SEE SIRUCT. r ACOUSTICAL WALL PER SCHEDULE, TYPICAL CONC. WALL, SEE STRUCT. 6n , — CONC. WALL, SEE STRUCT. 2" r - _ Q . - 0 CONC. WALL, SEE STRUCT. S/1 + -s (4) 3/4' DIA. A -307 ." EMBEDDED W/ 1/4X 3 SQ. PLATE AT END ' 5000 [K'T :4- r ` . . Q / 1 � .,_.. - I§ T . WALL ii) METAL LOUVER ASSEMBLY ER SPECIFICATION ACOUSTICAL SEALANT 23 DOOR ACOUSTICAL SEALANT d N DR. JAMB SOCAL BOTH Si TYP. BOTH SIDES TYP. BOTH SIDES HOLLOW METAL DOOR P T PT -3, TYP. ACOUSTI SEALANT METAL LOUVER ASSEMBLY JAIN REINFORCEMENT PER DETAIL 41 TYPICAL POST FOOTINGS AO PER SPECIFICATION PAINT PT -3, TYP. LOUVER JAMBS JAMB PER SCHEDULE PAINT PT -3, TYP. LOUVER JAMBS TYP. BOTH DES r--7 @ CONC. LOUVER AT WALL AAFOEX -022 9/25/01 2 BID ISSUE 6/9/00 21 Scale: 1 \' =1' -O' ` Scde 1 \=1' -O° Scale 1 \ =1' -O' `= . - 1 \ =/-0' _ �_ 7 3/4n 3/4' DIA A -307' scde: t \ =1 -O \/ PANT T MA MET FLASHING, 1 RE SUBMITTAL 05/22/0 _ �i w��Najr■ ■ wr CONC. WALL SEE STRUCT. I I I ACOUSTICAL SCHEDULE, WALL PER TYPICAL °� g t/4 PLATE — BOTH SIDES T54'X4'X5 /t• REVISIONS ISSUE DATE {f (7' GAP) (TYPICAL) J° GWB, TAPE & PAINT I METAL ROLL -UP DOOR 1 I ACOUSTICAL TYP. ! ! \ T.O.W. T.O.W. r7 / 1 a drawings and written material appearing twe6 rmshh to sed e d the em a may not be duplicated, used a dsaosea without d the some e e may ncmmn ofethe Sa6ed Corporation- • ec.... Ex O D U S SEALANT ' — — — _I — — _ _ - — _ - !- ♦ ' \ 10' -6° ® TS 4'X4'X5/16' , TYPICAL 15 4456 LOCATE METAL WALL PANEL, MATCH � ROOF WALLS NOTES: b. D SEE SPECIFICATION T-3, P. - PAINT PT -3, TYP. 11..c BLOCKING AS REQUIRED F. F �� BOTH SIDES I �' CO a , ' 1 — — 11 ' BLOCKING AS REQUIRED '1 i � , . (/8'X 10-10 1YPIC 1 'L■ �.- ® m `.� ._........gvS2.............)' �. / 4' -0' L, GALV. W/ SOUD � n�'�= - .. - - .. ..... . ............._........ ..... ?�i�i %�:�:s�i�:�i�i��:�f:. � . :ti:�:' - "a: r ....... T54'X4°76/t . I rE t r l BLRW. BEHIND, ATTACH W/- 8 - 1\' }18 FH WD. SCREWS PRIME & PAINT PT -1. CHAMFER EI.F.S. ABOVE [° / HOLLOW METAL DOOR I CONC. / . , 4- (TYP) 1/ ' ' JAMB PER SCHEDULE PAINT PT -3, TYP. WALL, SEE STRUCT. ® - I 13 1 \' ELF.S. OVER r EXT. ■ ' ' ■ ' ' ' ' 1 ' % RIOR TO DIGGING GROUND UTI1 ES LOCATION ALL TS TO BE 4'X4'X5/16' GALVANIZED; ASTM A500 46KSI BOLTS ARE TO BE 3/4' DIA A307 HINDGE TYPE AND LOCATION PER DETAIL 43 / A5.1 ALL STRUCTURAL STEEL SHALL BE GALVANIZED POST SPACING SHALL NOT EXCEED TO' -D' CENTER LINE TO CENTER LINE OF POSTS \ \ , / GYP. GA. MET. ST ON 6" 20 GA MET. STUDS ACOUSTICAL P :: SIDES /\ ghROLL UP DOOR DETAIL ROLL UP DOOR DETAIL EXT. DR. @ FRAM WALL ( CONNECTION DETAIL /\ Scale 1 \' =1' -' -\ = -0' ,....03.5..... Scac 1 \' =1' -0' � - l_ Scde 1\---r-e. A DRANING TITLE: _ Generator Annex - _ -- ■ - - - - - -- ■ - 1 . � -- -- - w wow O -a► — Building 1/ r „ CONC. WALL, SEE STRUCT. A5.1 21 RECENEO c�CcTUKW7LA ' /r ADD (2) ADDITIONAL BARS AT PERIMETER (FIELD VERIFY) #4 ®12' O.C. E/W F I ( I 1 1 I I ! I I TUBE POST BEYOND /4 ®12° O.C. E/W AT IHICKEND PORTION ' I r I - Q ` 2 �� J PERMIT CENTER � _ nt I PROGRESS DATE: 04/13/00 14 ®18' O.C. E/W SLAB (TYPICAL) / ) S.O.G. 0' -0' FILE NOM. DIA = 3/4' . O.D =1.05' I.D =0.824' SCHED. 60 METAL WALL PANEL 3 /8'X4'XO' -6' PLATE (TYPICAL) - � - TS4x4x125 POST �� � SLAB I 1 PLOT: PROJECT NUMBER: 99- 70 -05 -01 DRAWN BY: bob ' I / k • CHECKED BY: Sdb t S.Q.G. _ AL WALL PANEL H7RIZ d- I F a ce ce O I , w. Q :�• , 0 -0• 1 I APPROVED BY: Q HINGE PIN 3/4" DIA. PIN ®14' L T54'X4'X5 /16' M 1 RU ,i METAL WALL PANEL ■ DRAHiNG NUMBER: 1 A5.1 _ a `d �\ •• a °• - ^ CANTILEVER AT END r n ^ V 1 FND. 2 (SEE SHEET A1.0) .) " 2'—O ' TS4'X4'X5 /16' METAL GATE PANEL ' I. 45 SCREEN WALL SECTION A TYPICAL SLAB EDGE A ('yP'G"`) !, HINGE DETAIL , � CORNER DETAIL 41 l Scale: 7 \=1' -0 Scale !- \1-O' ...,EMPV Scale 1 \' =1L0' :e 3 4 ° =1' -0' GENERAL NOTES CODE: UNIFORM BUILDING CODE (UBC) - 1997 EDITION LIVE LOADS LOWER ROOF SNOW DRIFTING = 60 PSF MAX FLOORS EQUIPMENT AREAS.... _........_....._............250 PSF BASIC W9I SPEED ...........80 MPH, EXPOSURE C SEISMIC .............ZONE J STRUCTURAL SYSTEM 1997 UBC BUILDING FRAME SYSTEM. SHEAR WALLS + MOMENT FRAME ZONE_.._........._............3 So SOIL TYPE . 3.5 ...........................1.0 GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE MORK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING YORK THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING MTH ANY WORK SO INVOLVED. 4. W CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWNGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES" AND /0R. STANDARD DETAILS'. 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE RORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 6. MARKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SEC/TONS, OR DETAILS ON THESE DRAWINGS 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND DIE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS 9ORK AND HE SHALL BE 519.00Y RESPONSBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES; SEQUENCES AND PROCEDURES AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SHORING OF FORTE AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WORK. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE UNIFORM BUMMING CODE, 1997, AND ALL OTHER REGULATING A(ENOES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS WHERE THE NOTES DRAWINGS, AND /0R SPECIFICATIONS DIFFER, THE MIRE STRINGENT REQUIREUENT SMALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS 12. VERIFY ALL GMENSONS IN FEW AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN MR4TING TO THE ENGINEER PRIOR TO CONSTRUCTION 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS METHODS AND WORK- MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE' (UBC), AND STANDARDS REFERENCED THEREIN. 15. PIPES DUCTS, SLEEVES MEWS, POCKETS CHASES, BLOCK -OUTS ETC., SHALL NOT BE PLACED IN SLAB FOUNDATIONS ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS SPECIAL CONDITIONS VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGNEER OF ALL FIELD CHANCES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED 49 MRI0NG TO THE ENGINEER PR1Xt TO CONSTRUCTION. FOUNDATION 1. STRUCTURAL DESIGN COMPLIES WIN SOILS REPORT BY EARTH CONSULTANTS INC., JOB 91499 -1, DATED MAY 2, 2000 FOOTING BEARING PRESSURE: 3,000 PSF 5000 PSF ON COMPETENT NAIVE SOUL, OVER LEAN CONCRETE FILL AS DIRECTED BY SOILS ENGINEER_ LATERAL EARTH PRESSURE ON RETAINING WALLS ACTIVE 50 PCF FOR YEILONG WALLS PASSIVE: 300 PCF, EXCLUDING THE UPPER ONE FOOT OF SOIL UNLESS CONFINED BY THE SLAB -ON -GRADE COEFFICIENT OF BASE FRICTION: 0.35 2. WOMAN PREPARATION, DRAINAGE 09099004 AND OTHER RELEVANT SOL 009900RATKW5 ARE TO BE IN ACCORDANCE 01111 SAID SOILS REPORT 3. THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PRONDE OB5RVA9ON AND TESTING SERVICES DUPING FQUNDA1ON SOILS EXCAVATION BACKF91, GRADING COMPACTION AND 5090940E PREPARATIONS THE GEOTECNNICAL ENGNEER SHALL I9SP000, PROVIDE TEST REPORTS AND PROVIDE A LETTER OF ACCEPTANCE TO THE BUILDING DEPARTMENT AND THE ENGINEER STATING THAT ALL FOUNDATION S01GS PREPARATION, EXCAVATION, 84090111, COMPACTION AND 5490940E PREPARATION IS IN ACCORDANCE WITH THE REQUIE0ENT5 OF T4( 509.5 REPORT PRIGS TO PLACEMENT O' FOUNDATION CONCRETE CONCRETE 1. REFERENCE STANDARDS 40 -301, 404-318, UBC. MWNUA4 CONCRETE STRENGTH (28 DAYS) 09 SLAB ON GRADE__. _...._ _ __ .4000 PSI EXTERIOR FLATNORK._.. _ _.......4,000 P9 AMR- ENTRAI�OIENT 10X TO 5.OX FOR EXPOSED CONCRETE 2. 0190: 0019100 WITH 404 -301. DO NOT EXCEED THE AMOUNT OF WATER SPEWED IN THE APPROVED MIX PROPDRiK]19 OF AGGREGATE TO CEMENT SHALL 9E SUCH AS TO PRODUCE A DENSE WORKABLE MIX *UCH CAN 80 PLACED WT1OUT 5009(191104 OR EXCESS FREE SURFACE WATER 1 PLACW0 COMPLY WITH A04 -301. PROVE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS ROUTED 01HERN1SE ON ARCHIiECTIXRAI DRAWINGS. 4. SLUMP- 4' PLUS OR MINUS OE ROL DO NOT ADD WATER TO MAX TU INCREASE SLUM GREATER SLUMP ACCELERATED 501, OR HIGH EARLY STRENGTH MAY 80 ACHIEVED BY USING 4PPROVED ADMIXTURES 5. CURW0 COMPLY MTH A0-301. KEEP CONCRETE MOST FOR SEVEN DAYS ;ANNUL 6. JOINTING` PROVOS ADEQUATE JOINTING 10 99448E EFFECTS OF VOLUME CHANCE. JOINTS 9HCIW MAY BE AMSTED AT CONTRACTOR'S OP1lON WITH PRIOR APPROVAL FROM 09088010 7. WEATHER EXTREMES COMELY WITH 40 305R FOR HOT WARM COMPLY MTH A0 306R FOR COLD WEATHER. CONCRETE INSERTS CONCRETE WSER15 SHALL BE MANUFACTURED BY HRH OR APPROVED EWE SUMMIT X80 REPORTS ON ALL 045100ERS. GROUT GROUT OVER STEEL COLUMN BASE PLATES SHALL BE NON- METAWC, NON SHRANK GROUT HAVING A COMPRESSIVE 539ENGTH OF NOT LESS THAN 5000 09. SUBMIT K90 REPORTS FOR APPROVAL REINFORCING STEEL }. REFFML T SWARDS A0 DETAILING MANUAL' (SP -66) 019 MANUAL OF STANDARD PRACTICE (ASP -1) 2. 947048415 8094009 40 STEEL- ASTM 4615, GRADE 60 908(0RCING FIBERS POLYPROPYLENE FIBROUS REINFORCEMENT 1 SPLICES AHD LAP LAP commis REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. 0805020 CORNER BARS FOR ALL HORIZONTAL 90100090949190. 4. OOVER CAST AGAINST EARTH FO 18405 _.__.3 INCHES RABS..._._.__.._2 INCHES INCHES CAST AGAINST FORMED SURFACES WEARIER FACE _.1 -1/2 INCHES gi BARS AND SMALLER 2 49014(5 16 BARS AND LARGER INTERIOR FACE ...3/4 INCH FOR SLABS AND WALLS 1 -1/2 (NOES FOR BEAMS AND COLUMNS HOLLOW CORE CONCRETE PLANKS 1. CONCRETE PLANKS SHALL BE DESIGNED AND MANUFACTURED BY CONCRETE TECHNOLOGY CORPORATION OR ENGINEER APPROVED EQUIVALENT. CALCULATIONS SHALL BE SEALED BY A WASHINGTON LICENSED CALL OR STRUCTURAL EN0NEER PLANKS SHALL 8E DE9GIED TO SUPPORT 50 PSI LIVE LOAD AND 25 PSF ADDED DEAD LOAD. PLANK CONCRETE SHALL BE LOW SUMP 8000 P9 28 DAY MIX AND STRANDS SHALL DE 270 KS 1/2' DIAMETER LOW RELAXATION STEEL JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DE909 AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS METHODS TECF1t5UES SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO P090091 HIS WORK. THE UNDERTAKING OF 00480DEC 97E VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPER/190N O ACTUAL CONSTRUCTION NOR MAKE H9l RE5 00991E FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACT010 SUBCONTRACTORS, SUPERS OR THEIR EMPLOYEES, OR FOR ACCESS VIST5 USE WORK. TRAVEL, OR OCCUPANCY BY ANY PERSON. SOLDIER PILE RETAINING. WALLS- DESIGN CRITERIA: SHORING DESIGN BASED UPDw10E5H7i PARAMETERS PHOVWE0 8Y EARTH CONSiA.TANiSi. 8iC+ REPORt FME NQ E- 8499-9 DATED MAY 2•'2°°° TIE 910 SOIL COIENT10NS.SHALLBE VERIF4D,BY.CEQff01(llCAL- .ENGINEER..= ' CONSTRUCTION MATERIALS: +; 5184)CIURAL CONCRETE fc = 4000 PSI (6' SACK IN() LEAN 0000401E (1 1/2 SACK MOO: , STRUCTURAL STEEL ASTM A572 CFI B (Fy = 50 009) PAINT EXPOSED PORTION OF PILE 881)4 RUST 08INIT040 PRIMER. TIMBER LAGLIA0G 511ALL BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES IN ACCORDANCE WITH AMt8 L0 -22 10 A MINIMUM REIEN1ON OF 0.4 PCE WELDING: MELDING SHALL 0010'OPAI TO ANS D1 -1 'STRUCTURAL WELDING CODE.' MELONS ELEVTRODES SHALL BE E70XX ALL WELDING SHALL BE PERFORMED BY WABO AND AW5 CERTIFIED WELDERS UTILITIES: CONTRACTOR SHALL BE RESPONSE/LE FOR COORDINATOR OF THE EXCAVATION AND WRING MTN ALL UTILITIES SHORING MONITORING: MONITORING OF THE SHORING SYSTEM CONDUCTED BY' TILE GENERAL CONTRACTOR, SHOULD 940UDE MEASUREMENTS OF,VERIICAL''Ai o HORIZONTAL MOVEMENTS AT THE TOP 00 0404 SOLDIER PILE OR AT INTERMGIENT; INTERVALS AS CON9OERED'APPROPRIATE BY THE GEOTE0WICAL 09000110 MOR8TORINC OF •ADJACENT STRUCTURES FOR VERTICAL AND HORIZONTAL SE1IlELENT SHALL ALSO BE INCLUDED. THE MEASURING SYSTEM USED FOR SHOfi7NG MONITORING SH000 HAVE AN ACCURACY OF AT LEAST Q05 INCHES ALL REFERENCE POW15 ON THE EXISTING GROUND SURFACE :SHOULD BE INSTALLED AND 9040 PRIOR TO 006190NCING THE EXCAVATION SUBSEQUENT PON1S AT DEPTH ALONG THE WRING WALL SH000 BE INSTALLED AND READ AS SOON AS P055N5 DURING EXCAVATION. ALL REFERENCE 0011415 SHOULD BE READ PRIOR TO AND DURING 01GAL STAGES OF 004539UCIKIN THE FREQUENCY OF READINGS VALE DEPEND ON THE RESULTS OF 080040US READINGS AND THE RATE OF CONSTRUCTION. 4 AS A TMVNUM READINGS SHOULD BE TAKEN ABOUT ONCE A WEEK THROUGHOUT CONSTRICTION UNTIL ' THE SHORING WALLS ARE COMPLETED. MORE FREQUENT READINGS MAY BE REQUIRED AT CRITICAL TIMES DURING CONSTRUCTION OR E SON-CANT MOVEMENT IS INDICATED. ALL READINGS SHODU0 BE RE0EMEO BY THE GEOIECHNICAL 09000010 IF HORIZONTAL MOVEMENTS IN SOLDIER PILES EXCEEDS 1/2*, 50E094101Y STOP 00051900210 , BRACE PILE AND CONTACT 090TE09MCAL AND STRUCTURAL ENGINEER OF RECORD. SHOP DRAWINGS CJ, 00109809 JDBT Lib crE R cur . -cc's:m.1E YRSOARY UA8T CQ COLIA0 00140 .0) 7E1E CCI0N.' :C018ECD0 CON5T >COSTIRIG300 CCITT 00009 815 CCIi1R COTARAC1OR 019 ante? OET DETAIL W4 DMYETER OIAG DI 00040 001 DIEMI9CI8 00 DEAD L114D EA EACH EF EACH FACE REV ETEVAIKW E0 EQUAL (MC EQI9PMEl4T ES EACH SIDE EM - EACH WILY (.7051 E70S1ING FIN 0 98DAiIOR FG 0N91 aBtAOE (108 FLi9i FRAME P-G FLAN(E RR FLOOR FP FULL PENETRATION FT FOOT FiG FOOiWG FS FAR SIDE. GA GAUGE GAMY GALVANIZED GR GRADE, 4KIR HIORIZONTAE RT 1EIGii 04 ROI, JT Jpil0 LL LIVE LOAD 48SC MTSCELLAI(OUS ML : MNXtO -LAM (LAWNATED tEIEER LIMBER) NO FILIMBER MS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OFT OPP0.9TE HAND OPNG OPEt0MNG 058 ORENIED SiRAND BOARD (RIM BOARD) OSF 0U15DE FACE PSF POUIES'PER SQUARE FOOT P9 POUND5 PER SQUARE RICH, KEY PLAN„,_ SF SQUARE FOOT 9I1 94(01 9M SIMILAR SITS SPACES SPEC SPECIFICATIONS - SiD STANDARD 5n STEEL 5-DUCT STRUCTURAL i TOP 1HI1 THICK IOC TC/ OF CONCRETE 105 TOP OF STEEL 101V TOP OF WALL 1S i18E STEEL TW TYPICAL CIN0 CIEESS NOTIFIED OTERWSE VERT VERTICAL W MTH NHS WELDED HEADED 5108 • WF W]GR 9WF IIETDED NILE FABRIC REVIEWED This plan was reviewed for general conformance with the following: lir Structural Provisions of the Uniform Building Code. ❑ Non-structural Provisions of rise Uniform Building Code ❑ Washington' Sate .Bartier -Free Regulations (Chapter.. 51 -30 WAC) ❑ . Washington State Energy Cade (Chapter 51 -11 WAC) The pojoctapplicant is responsible for coofams. with ell applicable codes, wndtiom ofapprovel,� :..: and peimitmq®emeota subject mtlmrego'vameors nterprete6onsofthe governing stab., This review done not 4bth. doArch...W Engineer of Record oftlxmpoenbility for complete dseign m aaadarce with the (awn of she govemwyjudadiction sad the awe of" Weehiagtov. Jurisdiction 11-'7' -c7 T. u,t - .'. By Y-C REID MIDDLETON, DR Code Review Consultant D =861180891&1 ALL 106 EXCEPT COL. 1ES 0 811 51100P5 SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR RENEW PRIOR TO FABRICATION FOR THE FOLLOWING 1. CONCRETE REINFORCEMENT STEEL 2. MISCELLANEOUS STEEL FABRICATION DRAWINGS, 1 PRECAST CONCRETE SUBMITTALS EMBEDMENT & SPLICE LENGTH SCHEDULE 315 12 3 17 11 14 .12 12 12 12 12 4. % 1? 4 23 18 _m 15 70. 13 15 12 6. tl���� 7 TQP 5 26 00 23 18 20 18 18 14 6 36 ©kiLJ .. ou 8 56 43 48 9 40 31 36 27 7 � I�iiii 7 n 5a Wr 0139 42 50 54 8 p ir�i .l l 890 8 101 27 68 ,63 T 54 6r 01 --M---- 8 45'©m1II 8 72801101 80 8094 61 !2 10 51 38 t0 162 f29 132 101 tt5 IN 107: W [TITS$g! 4422 1 (( t1 188152183 1u 141 706126 86 R $ r8 Z�0 ....73680 4000 -,: 9000 3 0) 8 7 7 3 13 1273 12 13. 12 13 12 D8IEIIIEi:T t. 73 71 8 iE 4 18 72. 15 72 13 12 12 I2 5 17 14 n_ 11 5 23 17 .:B 15 16 X12 74 00 6 10 17 f5 41 3i .54 27 21 27 7.2320179 : 7 01 01 01 20 41 9 40 28 1030:0 827 22 14 77 0 8 23 01 .90 48 01 *2 01 38 - _) 8 3/ 23 ?2 Bt _� 01 75. 80 61 60 53 50 .48 H 10 3t 2824 V l--1 1N 101 76 80 d0 79 60 11 37 37 26 24 11 152 117 124 98 110 83 01 74 REVGIONS ,7- 05 -001-A All drawings ond. written. nnablOaf appeoria the original and unpuhOSled- wvr[t;pPLte ono the some may not be dumSetthsdi without the written concentS SUBMIT 3 COPIES FOR RENEW PRIOR TO FABRICATION FOR A) 049408ETE 80900 MIX B) CONCRETE INSERTS 0) EPDXY 404(9405 DJ GROUT INSPECTIONS REFERENCE STANDARDS U8C 108. INSPECTIONS ARE TO BE PERFORATED BY AN INDEPENDENT NESTING LAB APPRO0D BY THE DRAW OFFICIAL CONCRETE TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING` VERIFY ALL RENEWING IS PLACED IN ACCORDANCE 011H APPROVED PLANS CHECK FOR REQUIRED COVER, SIZE AND GRADE MELDING PROVIDE INSPECTION W ACCORDANCE NTH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WABO CERTIFIED N9'ECTORS IS REWIRED IN ACCORDANCE W1H THE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS STRUCTURAL CONCRETE UBC SECTION 1707.5.1 CONCRETE REINFORCING STEEL UBC SECI9X4 470115.4 STRUCTURAL STEEL FABRICATION AND ERECTION UBC SECTION 1701.5.5 TIMBER LACING THE 50001AL 91SPECTQRS 511414 04 ADDI114 BE ,QUALIFIED IN ACCORD- ANCE N11H 111E 1997 UL1:5(Cit06t 17002': AND PROV1DE THE DUiES AND RESPON IBIUTE5 AS INDICATED I4 SECTION 17013 INDEX: S1 GENERAL NOTES, INDEX & ABBREVIATIONS S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 WALL ELEVATIONS S5- WALL SECTIONS AND ELEVATIONS S6 CONCRETE DETAILS S7 CONCRETE DETAILS S8 SHORING WALL DETAILS. Oil ` CONTROL JOINT SCALE : 3/e:= :1 -O' `. - . 2000 JON 4003 5000 EMBEDMENT & SPLICE LENGTH SCHEDULE 315 12 3 17 11 14 .12 12 12 12 12 4. % 1? 4 23 18 _m 15 70. 13 15 12 6. tl���� 7 TQP 5 26 00 23 18 20 18 18 14 6 36 ©kiLJ .. ou 8 56 43 48 9 40 31 36 27 7 � I�iiii 7 n 5a Wr 0139 42 50 54 8 p ir�i .l l 890 8 101 27 68 ,63 T 54 6r 01 --M---- 8 45'©m1II 8 72801101 80 8094 61 !2 10 51 38 t0 162 f29 132 101 tt5 IN 107: W [TITS$g! 4422 1 (( t1 188152183 1u 141 706126 86 R $ r8 Z�0 ....73680 4000 -,: 9000 3 0) 8 7 7 3 13 1273 12 13. 12 13 12 D8IEIIIEi:T t. 73 71 8 iE 4 18 72. 15 72 13 12 12 I2 5 17 14 n_ 11 5 23 17 .:B 15 16 X12 74 00 6 10 17 f5 41 3i .54 27 21 27 7.2320179 : 7 01 01 01 20 41 9 40 28 1030:0 827 22 14 77 0 8 23 01 .90 48 01 *2 01 38 - _) 8 3/ 23 ?2 Bt _� 01 75. 80 61 60 53 50 .48 H 10 3t 2824 V l--1 1N 101 76 80 d0 79 60 11 37 37 26 24 11 152 117 124 98 110 83 01 74 REVGIONS ,7- 05 -001-A All drawings ond. written. nnablOaf appeoria the original and unpuhOSled- wvr[t;pPLte ono the some may not be dumSetthsdi without the written concentS SUBMIT 3 COPIES FOR RENEW PRIOR TO FABRICATION FOR A) 049408ETE 80900 MIX B) CONCRETE INSERTS 0) EPDXY 404(9405 DJ GROUT INSPECTIONS REFERENCE STANDARDS U8C 108. INSPECTIONS ARE TO BE PERFORATED BY AN INDEPENDENT NESTING LAB APPRO0D BY THE DRAW OFFICIAL CONCRETE TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING` VERIFY ALL RENEWING IS PLACED IN ACCORDANCE 011H APPROVED PLANS CHECK FOR REQUIRED COVER, SIZE AND GRADE MELDING PROVIDE INSPECTION W ACCORDANCE NTH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WABO CERTIFIED N9'ECTORS IS REWIRED IN ACCORDANCE W1H THE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS STRUCTURAL CONCRETE UBC SECTION 1707.5.1 CONCRETE REINFORCING STEEL UBC SECI9X4 470115.4 STRUCTURAL STEEL FABRICATION AND ERECTION UBC SECTION 1701.5.5 TIMBER LACING THE 50001AL 91SPECTQRS 511414 04 ADDI114 BE ,QUALIFIED IN ACCORD- ANCE N11H 111E 1997 UL1:5(Cit06t 17002': AND PROV1DE THE DUiES AND RESPON IBIUTE5 AS INDICATED I4 SECTION 17013 INDEX: S1 GENERAL NOTES, INDEX & ABBREVIATIONS S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 WALL ELEVATIONS S5- WALL SECTIONS AND ELEVATIONS S6 CONCRETE DETAILS S7 CONCRETE DETAILS S8 SHORING WALL DETAILS. Oil ` CONTROL JOINT SCALE : 3/e:= :1 -O' `. - 2e-0. AT 11 EQUAL SPACES e-4. ac. MAX e SLAB-ON-GRADE W/ 16 AT 12" 0.C. TOP/BOTT011 F.F. = 13/-0' 5-23-C FILE: • • PROJECT 49615ilizt, CHECXED BY: EVDEIME ni JUL 2 0- 2000 = • REID MIDDLEr0i4,_INC CJ cD GENERAL NOTES: 1. SEE SHEET SI FOR GENERAL NOTES 2. 10P OF CONCRETE SLAB ELEVATION = 154' -0' (MAIN) / 150' -0' (LOWER ROOF, TYP) 3. DECK TO BE AS FOLLOWS 2' DPx22GA GALVANIZED W2 FORMLOK DECK MANUFACTURED BY VERCO MTH 5' CONCRETE TOPPING' REINFORCED WITH /5 AT t8- I C. EA WAY ATTACHMENT AS FOLLOMS: 3/4' EFFECTIVE PUDDLE MELDS EACH VALLEY, EACH, SUPPORT, BUTTON PUNCH SIDE LAPS AT 24' O.C. MAX gal v UPPER ROOF DECK PLAN SCALE 3/16' = 1' -0' 100' -o' 4. EWE FLANGE BEAM MARKS NOTED 'Wx (1)1 INHERE (1) INDICATES TOTAL NUMBER OF 3/4'1x4' WELDED HEADED STUDS TYP, REFER TO DETAIL 2/S6 5. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN. 8. VERIFY ALL DIMENSIONS, FLOOR ELEVATIONS, DEPRESSIONS, FINISHES, STAIR DETAILS GUARDRAILS` ETC, W /ARCH1 DRAWINGS 7. FOR EXACT NATURE AND EXTENT OF DRAINS, EXTERIOR WALKS, DRAINAGE ETC, SEE OTHER DRAWINGS 8, REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS FOR DUCTS, CHASE, PIPES, ETC 9. FLOOR TO BE AS FOLLOWS MEM MEM NEW 4' CONCRETE TOPPING OVER PRECAST PLANKS w //5 AT 18' O.C. EACH WAY AT MID -DEPTH OF TOPPING 2*FX5 p ®ars'o.0 n � (5) 17 TOP, Th4 15x8' -0' AT 18. O.C. SLAB REINF PER PLAN 2 CLR r -o• 1 68' -O- 24' -0° SECTION AT STRUT BEAM (MAIN ROOF) SCALE 3/4° = 1' -0' 24' -O' 20' -0• 14' -O' TYP Ir -0' 11' -0' H —o' 11' -0• 21016 • .*.M.106"9 U 10' -0` 16 AT8°ac. SPA WI2x22 MEM MEW Y LOWER ROOF DECK PLAN SCALE 3/16' = 1. -0' OMNI 15 PER 11 /S6 15r -01 TOP OF DECK L 4x4x1/2 CONT W/ 3/414 EXP BOLTS AT 24' QC EMBED 4' MIN DATE 5 -23-00 FILE -:. PLOT: PROJECT NUMBER 9S@ & 'DRAWN BY: EO ED BY: f2B SCALE 3/16' = 1' -0' SECTION AT LOWER ROOF SCALE 3/4' = 1' -0" EID MIDDLETON, HNC • ,NU1 RECEIVED CITYOFTUKINILA�: JUl ? 2000 PERmricR0ER 1 I 0 0� o��� o o a a ^x�' I 1 WI 2x22 (10) o N H N x N x H l I x K x �j IfI L I II se — WI2x22 (6) W12x22n (6) b J WI2x22 (6) W12x22s (6) WI2x22 (6) UPPER ROOF DECK PLAN SCALE 3/16' = 1' -0' 100' -o' 4. EWE FLANGE BEAM MARKS NOTED 'Wx (1)1 INHERE (1) INDICATES TOTAL NUMBER OF 3/4'1x4' WELDED HEADED STUDS TYP, REFER TO DETAIL 2/S6 5. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN. 8. VERIFY ALL DIMENSIONS, FLOOR ELEVATIONS, DEPRESSIONS, FINISHES, STAIR DETAILS GUARDRAILS` ETC, W /ARCH1 DRAWINGS 7. FOR EXACT NATURE AND EXTENT OF DRAINS, EXTERIOR WALKS, DRAINAGE ETC, SEE OTHER DRAWINGS 8, REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS FOR DUCTS, CHASE, PIPES, ETC 9. FLOOR TO BE AS FOLLOWS MEM MEM NEW 4' CONCRETE TOPPING OVER PRECAST PLANKS w //5 AT 18' O.C. EACH WAY AT MID -DEPTH OF TOPPING 2*FX5 p ®ars'o.0 n � (5) 17 TOP, Th4 15x8' -0' AT 18. O.C. SLAB REINF PER PLAN 2 CLR r -o• 1 68' -O- 24' -0° SECTION AT STRUT BEAM (MAIN ROOF) SCALE 3/4° = 1' -0' 24' -O' 20' -0• 14' -O' TYP Ir -0' 11' -0' H —o' 11' -0• 21016 • .*.M.106"9 U 10' -0` 16 AT8°ac. SPA WI2x22 MEM MEW Y LOWER ROOF DECK PLAN SCALE 3/16' = 1. -0' OMNI 15 PER 11 /S6 15r -01 TOP OF DECK L 4x4x1/2 CONT W/ 3/414 EXP BOLTS AT 24' QC EMBED 4' MIN DATE 5 -23-00 FILE -:. PLOT: PROJECT NUMBER 9S@ & 'DRAWN BY: EO ED BY: f2B SCALE 3/16' = 1' -0' SECTION AT LOWER ROOF SCALE 3/4' = 1' -0" EID MIDDLETON, HNC • ,NU1 RECEIVED CITYOFTUKINILA�: JUl ? 2000 PERmricR0ER A RC 11 IT ECTURE (2)18 -0' n 10 EA PEE A 000t000000P000000t000000ro6000 00000000000000000 00000t000000too 000al000aoot000000 MIIM fi MIN MN = �- ti ti MIN l■ M= MIN tip MIN NM NMI MM NMI NM Nfi NI drawirop and written materid appearing hele4" a the original and mg..ed wart d th Sahq.Can and the same moy not he dupiated; use t,ac without the written Content d the..- ;Sa6ef EAST WALL ELEVATION SCALE 1/4.. 1' -0' ELEVATION AT GRID 14 COL RIIimnn1111111111111 3 BEAM ELEVATION AT GRID 3 ((, i S4 SCALE 1 /4w = 1' -0w 24' -0' 6' -6' } `� FOOTING DETAIL (2)/9x12•- JUL 20 2000 SEE 10/S6 FILE: PLOT: PROJECT DRAWN ff JG 4)� v M ELEVATION AT GRID 2 SCALE i /4w'. = 't' -e, le SOTERIC COLUIR4 WALL ReNF PER PLAN ARCIff (OP EA WAY TOP AND 81M /5 AT ir O.C. TOP/TI SCALE I/2" = 4.-cr 1 FTG DETAIL A T GRID 1 SCALE 1/2. = SCALE 1/2" = /6 AT 1O ac. EA WAY, EA FACE CORNER DETAIL AT GRID F/4 GRID A/4 SIMILAR SCALE 1/2* = r-o ELEV 154'-Cr* EXPIRES OCTOI3ER :24C01 /7 AT r 16 AT 1r QC CORNER DETAIL AT GRID F/2 GRID A/2 SIMILAR SCALE 1/2* = 15 AT rlic-\ ELEV GRADE BENI PER PLAN - \ PROJECT MJU9ER; 99095 JJ cki-dpio Rs • TON NG" READ MIDDLE , SECTION AT CLOSURE SCALE /2 = ELEV 15O' -0" S6 16GA FORMED CLOSURE R 1/4'x3 1/2'x0' -9' (3)3/41 A325 BOLTS COYER • immissworaim 102x14 1 W12x14 1/4 • 1/2'x0' -9° TV, TS bug P3/16 TYP 3/40 NHS PER PLAN 162' -6' R 1/4x3 1/2'x0' -r (3)3/40 A325 BOLTS 7` -0' SPLICE LENGTH COMPRESION;STRUT 12' CONC WALL AT SU CONDITION 3/4'x12'xt' -0' W/(4)3/4'0 MS 1 1/2" EMBED 6' fan AT 8' O.C. 1 1/2' CLR DECK EDGE DETAIL .ELEV 154' -0" 15 CONT 16 AT 10' O.C. EA FACE, EA WAY SCALE 3/4' = 1' -0' (4)18 TOP CONTINUOUS EXTEND 6' -0' INTO WALL AT EACH END OF BEAM ', Nt USE STD HOOK S -0' /51 —AT 12' oC. 00000 15 AT 18' O.C. (2)18 CONT illiallini. L IA (2)18 TOP - -' 18 CONT 14 © AT 8" O.C. (6)17 CONT 15 AT 12' O.C. EA WAY, EA FACE SECTION 1 1/2' CLR TIP /7(4)18 NBIU CONTIUOUS EXTEND 6 -0' INTO WALL AT EACH END OF BEAM OR USE STD HOOK PLUS 2' -0' EMBEDMENT 0 TS COL /WF BEAM CONNECTION SCALE 3/4' = 1' -0' STS 4x4x1/4 DECK CONN DETAIL SCALE 3/4" = 1' -0" MUNN /4 BASE / 24 x24xi" (4) 3/40 ANCHOR . 3/4" GROUT BOLTS EMBED 5' 'ao SECTION A -A (8) 8 STD HOOK INTO WALL OR BEAM STRUT BEAM DETAIL SCALE 3/4 = 1' -0° AFRTIMigni i[k 00 1 1/2' TV 0 4 CONC TOPPING' SEE PLAN FOR ADDED REIHF RE88 PER PLAN GROUT CORE BELOW COLUMN BASE PLATE (GROUT SHOULD EXTENDS° 8' BEYOND OUTSIDE OF R ABOVE). �oI NOTE: USE (4) BOLTS NEAREST �o o TO l( OF CELL PER PLATE BASE PLATE DTI. (2) ON EA SIDE OF COL TS BASE CONNECTION SCALE 3/4' = 15 AT 18" O.C. ELEV 154'-0' (3) B CONT 70 /4 ^! AT 12' o.C. 1 1/2 CLR .CU? (6)17 CONT 1'-0" 1 16 BEAM SECTION ■ S6 SCALE 3/4" = r C1 COLUMN SECTION SCALE 1 1/2' = 1' -0' (8)19 VERT /4 AT 3' O.0 000000 8 Up PRECAST HOLLOW CORE PLANK PRECAST CONC PLANKS SCALE 3/4 = T' -0" 16°rAT 12' OC /5 AT9 -(IC (8h T ®a11•111:1MMEssN...sa11=11 ens 1 Lair i 'HA 14 PIN CAT'24' ac. (2)18 TOP [s AT 9- 0.C. SEE NOTE BELOW AT12'O.C. 1 1/2' CLR TYP (5)/B BTY CONC BEAM AT GRID 3 SCALE 3/4' = T' -0" NOTE: TEMPORARY WRING REQUIRED FOR BEAM LAJT&L TOPFING/CLOSME POUR IS AT DESIGN STREWN .D2oce /D5 SLAB REIF PER RAN' (2)18 TOP (2)19x12' -0' AT ENDS OF BEAM CONT INTO WALL SEE NOTE BELOW /5 0 AT 12' 0.C. I 1, -4• } BEAM . A T GRID 2 1 1/2' CLR TIP 6(4)18 BIM SCALE 3/4' = 1' -0° NOTE TEMPORARY SHOREJG REQUIRED FOR BEAM UNTIL! TOPPING /CLOSURE POUR 1S AT DESIGN STRENGTH. IEXPIRES OCR 24s' REVISIONS Zt 7- 015 -00. ISSUE DATE MI drawings and nRten material ng_peese the original and unpubrtshed wade of tle `.hex Ca aCcek and the some may not be dap&ated, asst without the written wA-n.1 of the Se5elet ELEV 137' -0' 1/2' CLR COORDINATE CONDUIT PENETRATIONS W/ STRUCTURAL ENGINEER. 13 C2 COLUMN SECTION S6 SCALE 3/4' = 1' -0' 10' 1 1 /5 CONT, TY? 15 ri AT 12" O.C. 1 i 1 1/2" CLR pi Ai12'ac. B,EV 15o' -0'45 1a COMPETENT NAME SOILS OR LEAN CONCRETE UNDER SQUARE FOOT TE- 16 _`Or AT 12' 0C. .e DALE: b43•00 rR AT 1L1' O.C. S6 PROJECI-:NUMB€R O. DRAWN-8Y: CHECKED BYa R13' APPROVED :BY 4)110 (4)18 CONT TOP/BTM SPANDREL A T GRID 4. SCALE 3/4' = 1' -0' BEAM A T GRID SCALE 3/4 =1.-0* 3 is. GRADE BEAM CONC COL S6 SCALE 3/4- #5[ CLOSED STIRRUP PER 2/S7 (6)P 159' -0" 18' -D" 24' -0" 24' -O PROPOSED GRADE /7 AT 8- ac. 154' -O' EA WAY, EA FACE /8 AT 12" 0.C. GRID 11 WALL SPANDREL BEAM PER 2/57 E10SiNG GRADE s1RUr 6EAu PER 4/S6 INSIDE CURTAIN 1 1/r (10)/8 AT 8' O.C. TYP 17 AT8'OX EA WAY, EA FACE CLR /8 AT o.c. SOIL SIDE CURTAIN CLR SOIL SIDE CURTAIN 3' CLR 17 AT 8" —\\ SOIL SIDE GWYAN CLR 0 WALL REBAR NOT SNOWN FOR CLARITY 24' -0' WEST WALL ELEVATION SCALE 3/16' = 6' -0' LAP 2• # / 18)15 STIRRUP -i /5 STIRRUPS - -' AT6'O.C. TYP AT12"O.C. 2 i 2" CLR •;:` rj 2� Typ . BALANCE OF REINF. 101( PER 1/S7 j, 1 -4' SPANDREL BEAM SECTION 5- 50 -0'J SCALE 3/4' = 1' -0' LAP 2O' -0" 6' -O' LAP (18)15 STIRRUP AT 6. O.C. TIP 6' -0" LAP 18)/5 STIRRUP AT 6' O1 TYP I, 15 STIRRUPS J ( 8 'p STIPRUP AT 12" 0C. AT 6 O.C. TYP SPANDREL BEAM PLAN DOWELS TO WATCH WALL HOLD DOWN STEEL STD HOOK INTO FOOTING TYP WALL HOLD DOWN SCALE 1/2° = 1' -0' SCALE 1/4' = Y -0" 6' -0" LAP /5 STIRRUP AT 6' O.C. TYP 1 v tr tek 17 AT 8' 0.0. EA WAY, EA FACE (6)/8 VERT /40AT 6' 0.C. INTERSECTION D TL 5' -0"® 0 6' 0" (6)19 VERT A /4 TIES AT6'0.C.® REINF PLAN END DTL 15' -0' SCALE 3/4' = 1' -0° PROPOSED GRADE 20' -0' RUNS A 7- 05-00 RESU6111TrAL ISSUE DATE • M drawings aed w5ttae muterol appeeringteerein:Conititekti the oreginoi and un.brobed work m ne S NO and the same may not be dup¢pede�. d g .dhaut the wn-tten came. of Ute 6mppeeelae.,,_ PROPOSED GRADE .1.I.NI..I. oIeTeLeT•ZeZobleI.IsI.I.1 oIe IK OIIIe IoZ+5KSZaIoIKoIoIKWIALKoIeWORKi oliGeloIKet: G GRADE EXISTING GRADE I UbI6 •eIo.0b.KoICC•II •• C e Co.1 0.14101.1.16 E Ko 0 1.1010161.1•14.14,101 /BVATrQC:EAFACE j78AT8'O:C.EA j7H AT it O.G. EA FACE MIDDLETON NORTH WALL ELEVATION SCALE "3/16' r -0' SOUTH WALL ELEVATIOn SCALE 3/16' = FREE DRAINING BACKFILL WHERE VOIDS OCCUR. SEE SOILS REPORT FOR GRAVEL SPECIFICATION SOLDIER PILE NOTE: 1HE CENTERLINES OF A DRILLED PIER AND A NF SOLDIER PILE DO NOT ALWAYS COINCIDE. r MINIMUM COVER FOR Ibt. COLUMN. RETAINED SIDE "-OUTSIDE EDGE OF CONC WALL EXCAVATED SIDE TIMBER LAGGING, SEE SCHEDULE MIRADRAIN 6000, OR APPROVED EQUAL HOLD CONSTANT THIS FLANGE 2e • DRILLED PIER CHIP AWAY LEAN lux TO CLEAR LAGGING NF SOLDIER COLUMN WI6x26 CONC WALL SOLDIER PILE DETAIL SCALE 1" = TYP WI6x2SPJLE COVER PLATE 3/8-x.rx2-6. A572 GR50 FRONT AND BACK FLANGES. TTP COVER PLAT, EA SIDE NEB STIFFENER BEHIND FLANGE —1 6 c2 - +EXIT GRADE ELEV. ANCHOR HEAD PIPE STUB-OUT SOLVER PILE— 3/8- NEB STIFFENER PLAT, TYP A572 GR50 LEAN =MET BIM FTG :fa!: FRONT VIEW SIDE VIEW DRAINAGE PER OWL /— 6.0 GROUTED ANCHOR TYP , PILES PER PLAN SOLDIER PILE DETAIL SCALE 1" = W 99095-W SOLDIER PILE DETAIL MAX HEIGHT = 28.-0" 6'-4" O.C. 6"0 GROUTED ANCHOR SCHEDULE NOTES: 1. EA ANCHOR SHOULD BE VERIFICATION 'JESTED PER 13E0TECFINICAL BIGOJEER OF RECORD REFERENCE REPORT E-8499-1 2. ADHESION = 750PSF PER GEOXCH REPORT 3. TIEBACK ROD /10 GRADE 75 ALL THREAD REBAR IF WALL HEIGIIT IS LESS THAN 8'-0 USE W16x26 Pill IIIH NO TIEBACKS MINIUUU EMBEDMENT DEPT/1 OF PILE = 18 (TOTAL PILE LENGTH = 26') SPACE AT 8.-0- ON CENTER. SCALE 1* = MAX HEIGHT = 20'-0" 8'-0" O.C. 6"0 GROUTED ANCHOR SCHEDULE L FREE L FIX = Lmr RE0 ANCHOR LOAD 0 17.3 29.2 46.5 35 KIPS ® 8.5 23.6 37.9 28 KIPS 0 11.2 32.9 44.1 39 KIPS NOTES: 1. EA ANCHOR SHOULD BE VERIFICATION 'JESTED PER 13E0TECFINICAL BIGOJEER OF RECORD REFERENCE REPORT E-8499-1 2. ADHESION = 750PSF PER GEOXCH REPORT 3. TIEBACK ROD /10 GRADE 75 ALL THREAD REBAR IF WALL HEIGIIT IS LESS THAN 8'-0 USE W16x26 Pill IIIH NO TIEBACKS MINIUUU EMBEDMENT DEPT/1 OF PILE = 18 (TOTAL PILE LENGTH = 26') SPACE AT 8.-0- ON CENTER. SCALE 1* = MAX HEIGHT = 20'-0" 8'-0" O.C. 6"0 GROUTED ANCHOR SCHEDULE TYP WALL SECTION SCALE 1/4* = r-o" LAGGING SCHEDULE DF 12 2x MAX DEPTH = 4x MB DEPTH = 1O'-LY 6x VAX DEPTH = 25'-6. LIAX Win = 47-e EXPIRES-. _ _ REvISIONS& iss, DATE_ - An drowin§s-ood written the original onel unpub4shecriork and the some rt, not bejAlutie0650: without the wn'tterk concent_okth6, E x TITLE:- "14*OLI - W4L.L ELEVATJG DATE: 5,23410:51,1*,:tY:s/A, FILE 99C95-ea EVIIEWE 1) REQEWED ORANuNeE crryo,TuKwILA REID MjUIDL 1)21-0ET20:: PERMITcENTEfl L FREE L FIX = Lror REQ ANCHOR tow C) 11.5 33.6 45.1 39 KIPS ® 8.5 23.1 316 27 KIPS TYP WALL SECTION SCALE 1/4* = r-o" LAGGING SCHEDULE DF 12 2x MAX DEPTH = 4x MB DEPTH = 1O'-LY 6x VAX DEPTH = 25'-6. LIAX Win = 47-e EXPIRES-. _ _ REvISIONS& iss, DATE_ - An drowin§s-ood written the original onel unpub4shecriork and the some rt, not bejAlutie0650: without the wn'tterk concent_okth6, E x TITLE:- "14*OLI - W4L.L ELEVATJG DATE: 5,23410:51,1*,:tY:s/A, FILE 99C95-ea EVIIEWE 1) REQEWED ORANuNeE crryo,TuKwILA REID MjUIDL 1)21-0ET20:: PERMITcENTEfl 115E r 111 r- t rill i al TYPE 2 RH4= 151.5 IE= 1 EARTH BERM. ELEV= 153.5 4° PERF FTG DRAT -FROM END" -OF SHORIN 18 .4 VERIFY PIPE LOCATIONS NTT If'ST TURAE- PI:ANS - -- SD C( �� 5D- 55.5 LF 4 STOMA DRAIN SL= 0.3% MIN _.. 0e 2' STORM DRAIN -- - -- —148 CONSTRUCT NEW -ROCKERY 4' HIGH BASE EL= 131O0' APPROX- - TOP.OF-WALL EL= 141.00 APPROX —144 .- - - - - -- MATCH EXIST ROCKERY BEGIN 2' -6' WIDE ASPHALT DITCH 133.63 IE OVE EXIST ROCKERY E ?I EP• N 41 A GRADING PLAN `— II in 0 5 10 20 2 i tl *` 1/ i•�1 4 >E 13:6 UNDERGROUND •D ELECT DUCTS Wti tg 41.1'_ ®♦ EXISTING CR RIM t3 .19 imia;ela:a•arala:es..EA IA IF 132 'R ! n �lalala�a €alataEakaka a'ak -- ---- -aia�a a -a:a ---l�r, C 4Z^ �! Alatasalalrlta .a =ass,a.afa:a'aIl.a- a -a=.a- aria- a =aa•a3aii� � I X SLOPE r ,vi NG 2- 30,000 GALLON UNDERGROUND FUEL TANKS W/12' THICK. 7 REINFORCED CONCRETE DECK t These plane,�lZyt�{e� been reviewed by the Public Works DeparTment for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize viol uo. of t -_ �,1= r ` I I- k I I I 7 adopted ta5ndards or ordinances. The responsibility A • L' D r thO'bd acy Of the design rests totally with '1 I S j F}F the designer. Additions, deletions or revisions to l these dtawing5 after this date will void this acceptance and will require'a resubmittal of revised drawings for subsequent approval. ` I eawcs 'T R'24s;_ Final acceptance is subject to field inspection by the Public Works utilities inspector. REM ONS A,-6-49-06 B0:- j�� to !i ( By: cc/ 7- !)fi-06 8D LSOE , F I L� x02 ktltE ZICK ISSUE DATE i M drawings and °ntten ,e 7hase plans hav! h the odd and uncut.. week °thee tMOdcs Dep ^. -ad the same may mt be du�etd. a ti Sta without the written. concert of. Lim }`a SCALE: 1' =10' CONNECT TO EXIST SD IE 133.24 FIELD VERIFY TOP OF CONCRETE SLAB To BE FLUSH WITH EXISTING ASPHALT EXiST i32.78 h) +f an adz: tt acct; revise _ ,..__, :, +k, ;Public rrOnE 1 ..ns of sitiililp' with owh: - - -- _- thic cv 1 SD PIPE END DETAIL SECTION AT DITCH EXISTING DITCH A SCALE 1/4' = 1' -0' GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE "CITY OF TUKWILA DEVELOPMENT DEVELOPMENT DESIGN AND CONSTRUCTION STANDARDS'. A COPY OF THIS DOCUMENT SHALL BE ON -SITE DURING CONSTRUCTION. 2. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS ONLY. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANS AND PERMITS ON -SITE WHENEVER WORK IS IN PROGRESS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY LAWS. .3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND' TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. PROPOSED ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISITNG GRADE AND SHALL COORDINATE FINAL ELEVATIONS NEW ASPHALT SHALL TRANSITION SMOOTHLY TO EXISTING AND TOP OF CURB SHALL BE 6' ABOVE GUTTER. III I2o00 -ios EROSION AND SEDIMENTATION CONTROL NOTES 1. EROSION AND SEDIMENTATION CONTROL SHALL BE MAINTAINED WHERE APPLICABLE AS SHOWN ON THE ORIGINAL PROJECT PLANS. 2. - WITHIN THIRTY (30) DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT ON ANY SITE, THE OWNER MALL PLANT ALL REQUIRED VEGETATIVE COVER IN QUANTITIES SUFFICIENT. TO MINIMIZE EROSION UPON MATURITY AND COMPLETE ALL NON - VEGETATIVE GROUND COVER IF THE TIME OF THE YEAR DOES NOT PERMIT SUCCESSFUL PLANTING, OTHER MEASURES SHALL BE TEMPORARILY IMPLEMENTED TO CONTROL EROSION. 3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARYSEDIUENTAIION COLLECTION FACILITIES TO INSURE THAT SED//ENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, -MORE SILTATION CONTROL FACILITIES klArEIL REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DI/RING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATMiMAD RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONFITIOFI TM/ MArBE iaIEAIED BY CONSTRUCTION ACTIVITIES AND TO PROVIDE ADDITIONAL " FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. TEMPORARY-.SEEDING SHALL CONSIST OF FAST GERMINATING GRASSES APPUED AT AN APPROPRIATE RATE PER THE KING COUNTY SURFACE WATER DESIGN MANUAL, CHAPTER 5.4.2.4 (E.G. ANNUAL OR .PERENNIAL RYE APPLIED AT APPROXIYAIELY 80 POUNDS PER ACRE). WKRE STRAW UULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT: A WHIM M.; THIEKNESS O TV INCHES 4g0PrOpu L V0 v mac cur 2,0 ©o c. y'. - ae..,- .il 'f9rraf the Public :.J Date: DRANK TITLE: ;. TENANT -`; PROGRESS DATE: 055/19120 FILE: - PiicuECT NUMBER -'00009C . DRAWN, Br: RL /JG . �E CHECKEO'Br: RB APPROv O BY: - SHORING AND BLDG PER STRUCTURAL PER PLAN WATERPROOFING MIRADRAIN 6000 OR EQUIVALENT 2' PVC PIPE AT 10' -0' O.C. MAX SOIL ANCHOR TIE BACK CUT HOLE IN LAGGING i`..• TO INSTALL SCREEN AND GRAVEL POCKET AT ALL DRAIN PIPES /4" PVC \\ X� STORM DRAIN DRAINAGE DETAIL FREE DRAINING BACK FILL SCALE 1/4" = 1' -0' ' 1; \NATIVE SOIL BACKFILL' 12' MIN LAP i1''•'I/ \ \ / // WH. OCK FREE AS DRAIEDRNING FILL 1 1 1 I FILTER FABRIC 1' -6' MIN DO NOT DISTURB TIE BACK ANCHOR DURING TRENCH EXCAVATION t ., .__ ===== 12' CLR, MIN FIELD VERIFY BEFORE EXCAVATING TO FINAL GRADE FILTER FABRIC 6 MIN �f ZJCiRV _ I ALL AROUND.. WASHED ROCK e PERF PVC PIPE WALL AND FTG PER STRUCTURAL FOOTING DRAIN DETAIL SCALE 3/4" = 1' -0' r PERF PVC DRAIN PIPE UNDER DRAIN SOIL ANCHOR TIE BACK INTERCEPTOR DITCH W/ DRAIN SCALE 3/4" = ROCKERY DETAIL SCALE 1/2" = These plans have been reviewed by the Public: Works Department for conforriance c rrcnt City st r.:rds. Acceptance is subject :o arrc,s f and c•n._':_ns which do not authors adopted standards or ordinances The r _c :y for the adequacy of the design rests t.,ta th the designer. Additions, deletions or revisions o these drawings after this date will void this acceptance and will require a resubmdtal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: �►Ipif2„9t By: �ie._i✓ L�lol _"- fit ICS: CA451 4 EXPIRES WU= 24".2 1 REVlsIONNS © 6-09 -00 Be ISSUE ISSUE DATE Ad drawings ud tten material appearing hapo-aoiti6ke the origin and unpunished wads of the Sahee feepo and the some may not he ...Rented. use ar-d'gtised- -6 without the written content o£ =the SOSe ,t'orpeRetk . DRAVANG ME: TENANT IMPROVMEN1S BUILDING. DRAINAGE EXTAILS `_.PROGRESS DATE 03/9/00 0 20 40 80 SCALE: 1' =40' / ---- • D / / , / / ::"!-"'f 0 ' 1g r 21O _ 0 /�� �...._ s ;-____, " 190 80 __ ✓ ,r /'' 270 ,: / >f / L0 „rte_ _ T �_ � „% • /. ,.„ -- /�� _ _- -� "//• / �- y _ _ ,® __-/' f / / �"/ 7> 780 (j / z `wr' /„,. "1 .jr It` _____ , r / / :ijX ���:�,r �r�f C.`-C /,.� " ivy - -r- —r-1 -i—, —{-_� — ,.____ -;C�EAR1g�G� JwTS ` � _ . _ _ --47, ,;/ *' d. ` x G J 1! t! arS = _ f y Q Yip _,.„,„—,- 7--- , , ,. , —,,,,,,.../ . —,,, .t w ��, ''w o - 1 — t�V %„I' ,./././ s •trUILDING' B :25 EX PIPE, TO BE REMOVED 6' WIDE CURB OPENING AT SIDEWALK dH0 dN0 dNo \-EX UTILITY POLE, TYP NOTES: 1. SEE SHEET CIO FOR DRAINAGE STRUCTURE RIM ELEVATIONS 2. ALL ASPHALT PAVEMENT SHALL CONSIST OF: 3' CLASS 'B' ASPHALT, OVER 2' TYPE 1 MINERAL AGGREGATE, OVER 4' TYPE 2 OR 21 MINERAL AGGREGATE ASPHALT DESIGN MAY REQUIRE MODIFICATION BASED ON FIELD OBSERVATIONS OF SUBGRADE BY GEOTECHNICAL ENGINEER. 3. SUBGRADE SHALL BE PREPARED AS FOLLOWS: ON CUT SECTIONS: COMPACT THE UPPER 6" TO 95Z MAXIMUM DRY DENSITY PER STANDARD PROCTOR. ON FILL SECTIONS: PLACE ENTIRE DEPTH OF FILL TO 95% MAX DRY DENSITY PER STANDARD PROCTOR. COMPACTION REQUIREMENTS MAY BE ALTERED BASED ON FIELD OBSERVATIONS OF SUBGRADE BY GEOTECHNICAL ENGFNEER. 4. TYPICAL EXTRUDED CURB AT EDGE DF PAVEMENT. SEE ARCH PLANS FOR TYPICAL DETAIL. 5 EARTHWORK QUANTITIES: TOTAL CUT: 30,000 CUBIC YARDS TOTAL FILL: 50,000 CUBIC YARDS BASED ON EXISTING AND FINAL GRADE. DOES NOT ACCOUNT FOR UNDERCUTTING OF SLABS, FOOTING, UTILITIES AND SUBGRADE. LEGEND EXISTING PROPOSED 1 oEs8WEMBER 11, 1 U Q 80 C. CC 0 4J raj 41 CC CC RECEIVED cI7Y of TOKwILA PERMIT CENTER ■ RI STORM DRAINAGE CATCH BASIN -200- OGOCCOCCOZCI STORM DRAINAGE SYSTEM W, /FLOW DIRECTION 200 INDEX ELEVATION CONTOUR W/ ELEVATION DENOTED 202 INTERMEDIATE ELEVATION CONTOUR 3 2 COCCI ROCKERY (PROP W/HEIGHT DENOTED) PROP RETAINING WALL W /HEIGHT DENOTED, CAST- INPLACE, KEYSTONE, OR APPROVED EQUAL x120.00 120.48 / 120.00 PROP SPOT ELEVATION PROP SPOT EL AT CURB UPPER VALUE = TOP OF CURB LOWER VALUE = GUTTER ELEVATION U 2 GRADING PLAN DRAWN BY BEK CHECKED BY RB JOB NO. 98020C DATE 10/09/98 SHEET C8 of S-1 1 07/06/98 - 10: CONTROL DEVICE (SEE DETAIL A) PIPE SUPPORT (SEE DETAIL B) PiPE FROM DETENTION VAULT, SEE PLAN FOR SIZE AND IE OUTLET PIPE, SEE PLAN FOR SIZE PIPE CONNECTION (SEE DETAIL A) SEE PLAN FOR LOCATION NON - SHRINK GROUT FLOW CONTROL MANHOLE OUTLET PIPE t�,n'�� PIPE DIA TO MATCH OUTLET PIPE FLEXIBLE ADAPTER COUPLING FLOW RESTRICTOR ELBOW SEE DETAIL C STEPS PER STANDARD DETAIL 0 -6 PLAN VIEW RING AND LOCKING COVER -N FLOW RESTRICTOR MANHOLE SEE DETAIL DS -13 FLOW RESTRICTOR ELBOW SEE DETAIL C RIM EL, SEE SiTE PLAN I 60° DIA PIPE FROM DETENTION VAULT, SEE PLAN FOR SIZE AND INVERT Flow Control Structure and Detention Pipe OVERFLOW ELEV = 90.00 GASKET (TYP) SLEEVE COUPLING ORIFICE PLATE Connection And Control Device Detail A PROP GRADE- FLOW CONTROL MANHOLE EL = 96.00 IE = 93.45 5/8" SS NUTS AND BOLT 48° DIA CMP ---> ORIFICE, SEE SCHEDULE BYPASS RISER CINCH ANCHOR WIRE ROPE CLIP (GALV) REMOVABLE WATERTIGHT ratm DEFORMED 3/8" STEEL ROD COUPLING OR FLANGE '1 4 (GALV) LENGTH TO FIT ' I T PIPE AND TEE FLOW CONTROL MANHOLE Pipe Support Detail B FRAME AND VANED GRATE STD DETAILS DS -3, 0S -4 441/4" x1/4" ANGLE 5/8' SS ANCHOR BOLT 30' CMP OR ADS MH STEP, TYP STD DETAIL DS -6 X12" ADS OR PVC 2" SQRx3 /8" BACKING PLATES 5/8" SS NUTS AND BOLTS Adak\4 z4 xt /4' ANGLE 48" CMP RISER 'V% 8' LONG - 44'x1/4" ANGLE 6 MONTH FLOW SHOP WELDED JOINT, APPLY ZINC RICH PRIMER 24' RCP (2) - 5/8" SS ANCHOR BOLTS 3 x3 x1 /4° ANGLE 6' ADS OR PVC M PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED IN SCHEDULE Flow Restrictor Elbow Detail C SUPPORT, TYP (2 MiN REQ'D) (SEE DETAIL B) /LEACH ORIFICE SHALL BE SHARP EDGED, MACHINE CUT 4 CONTROL DEVICE (SEE DETAIL A) EX GRADE ,-MATCH EX GRADE FREE DRAINING BACKFILL 2" - 4" QUARRY SPALLS x \ STRUCTURE ID LOWER ORIFICE UPPER ORIFICE IE DIA (in) IE DIA (in) 48 /L 181.20 1.93 87.90 836 41 ® 181.20 2.52 87.90 10.84 Orifice Schedule QFLOW CONTROL STRUCTURE PARKING AREA ' HIGH EXTRUDED CONC CURB � - ASPHALT PAVEMENT 1 MIN EX GRADE NOTES: 1. SECURE CURB WITH APWA APPROVED EPDXY OR 12' LONG DEFORMED 13 BARS AT 24' O.C. 2. ROCKS SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. ROCKS SHALL CONFORM TO THE FOLLOWING MIN SIZES; MINIMUM ROCK SIZES WALL HEIGHT SIZE (BASE) SIZE (TOP) 2 FEET 2- MAN 1- MAN 4 FEET 3- MAN 2- MAN 3. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACE PERPENDICULAR TO THE WALL EACH ROCK SHALL BEAR ON TWO ROCKS iN THE IIER BELOW. 4. ROCKERIES ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE STANDING IN CUT FACE 5. BASE ROCK IS 2 -MAN MINIMUM. 6. RIP -RAP SHALL BE WELL GRADED, MEETING THE FOLLOWING REQUIREMENTS: 12" MAXIMUM STONE SIZE 8" MEDIAN STONE SIZE 2" MINIMUM STONE SIZE TYP ROCKERY SECTION W & OPEN CHANNEL REVISED iO ASPHALT I Eli STORM rnnfvl= YAntrr- rl-l!MVP SCALE 1/2' = 1' -0" NO SCALE PARKING AREA OPEN CHANNEL 6' HIGH EXTRUDED CONC CURB 30° CMP OR ADS 92.00 .ter 5(1/2) CLASS CONCRETE 12' MBr AROUND OUTSIDE OF RISER 100 -YEAR POOL EL =8853 6 -MONTH POOL EL = 87.83 L TRASH RACK, SEE DETAIL 2/C21 IE = 87.54 MH STEP, TYP STD DETAIL DS -6 NOTES: 1. ALL STEEL SHALL BE HOi DIPPED GALVANIZED POND INFLOW CONTROL STRUCTURE SCALE 1/2° = 1' -0" 24" RCP- /L ADDED PLAN VIEW AND RISER RESTAINT MH RING AND COVER DETAIL DS -14 EL = 90.00 48" DIA CMP + ." RISER FLOW CONTROL MANHOLE 12" DIA OUTLET ANiIFLOATATION BLOCK SEE NOTE 1 ASPHALT NOTES: 1. THREE-ECOLOGY BLOCKS MAY BE USED AS THE ANTIFLOATATiON BLOCK. ATTACH EACH ECOLOGY BLOCK i0 THE RISE USING AT LEAST TWO 3/8'X2' GALV STEEL STAPS WITH 5/8" SS STEEL BOLTS AND NUTS TO RISER AND 5/8" SS ANCHORS IN ECOLOGY BLOCK. POND OUTFLOW CONTROL STRUCTURE LOCKING MH RING AND COVER SEE STD DETAIL DS -14 50' 0.C., MAX SCALE 1/2' = r -0" ASPHALT PAVEMENT NOTES: MIN 1. SECURE CURB WITH APWA APPROVED EPDXY OR 12" LONG DEFORMED 13 BARS AT 24' O.C. TYP OPEN CHANNEL SECTION SCALE 1/2" = 1' -0" & OPEN CHANNEL REVISED TO ASPHALT 90.00 88.53 87.83 100 YR 2 YR VAULT: INSIDE LENGTH =200' INSIDE WIDTH =25' DEAD POOL DEPTH= 2.85' SURFACE AREA= 4,800 SF SEE STRUCTURAL PLANS FOR CONSIRUCTiON DETAILS. 82.20 79.35 35x24' ARC CULVERT EQUALIZATION PIPE E = 87.90 ACCESS LADDER PER STD DETAIL DS -23 OR CAST INPLACE STEPS PER STD DETAIL DS -6 OUTLET i0 CONiROL STRUCTURE rDEAD POOL EL= 82.20 4'Wx4 Lx3.5'Dp SUMP 2 1 0 ACCESS RISERS N ovIRESNOMENBER IS. I CC J 5 CC Ca CC CRYCFTUKWILA PERMITCENTER OUTLET TO CONTROL STRUCTURE DETENTION VAULT SCALE 1/2' = r -0" - J 79.35 STORMWATER MANAGEMENT SECTIONS AND DET DRAWN BY BEK CHECKED BY RB JOB NO. 98020C DATE 07/07/98 SHEET C18 of AppvactrimeG AkH TTYn�v>`�rf�rTlii7. /4/ 1 "1/0.,'"2 s REVISION ISSUE DATE At mmiings aad oaten =WWI appnai.g heir ,;..:r, the original and unpublished mak of the ShcwCagaot6se-, and the some may not be dupicated. Igd;apd6dgpd rdthout the .edt& comes* of the Sake, ExODU:S CONCEPTUAL LANDSCAPE PLAN 0 8' 16' 32' LANDSCAPE ARCHITECTURE RECEIVED.'" 110 Third Ave. N. (425) 771 -4809 __RECEIVED Edmonds, WA 98020 (425) 771-5728 Fax - ' 1 JUL 7 2000 din /® PERMITCENiEp i ,T GENERATOR ROOM SUPPLY INTAKE FAN (TYP OF 10) J 16" GENERATOR EXH PIPE (TYP) 'cam C"R'ChL ROC`, X10JI EMERGENCY GENERATOR (TYP) 18" GENERATOR EXH STACK (TYP) ---- 24 18" GENERATOR EXH_ OUTLET (TYP) O GENERATOR BUILDING. - HVAC FLOOR PLAN SCALE: 1/8"=1'-0" INSTALL SUPPLY FAN BETWEEN FLOOR AND WALL. SEE DETAIL 1 ON THIS DWG. (TYP) E- A GENERATOR BUILDING. - HVAC SECTION SCALE: 1/8 " =1' -0" MOUNT FAN COLLAR TO TUBE STEEL FRAMING USING 1/4 "0 THRU BOLTS DBL NUT BOTH ENDS CONC. INTERIOR FLOOR WELD TS 4x4x1/4 TO BASEPLATE. FRAME AROUND WALL COLLAR USE AWS STANDARDS FOR WELDING SUPPLY FAN WITH WALL COLLAR AND CLOSURE ANGLES (WEIGHT = 600 LBS) CONC_ EXTERIOR WALL MOUNT (2)PL 1/4x5x6 BASEPLATE TO WALL USE (2)1/2 °0 ANCHOR BOLTS, 3 1/2' EMBED SUBMIT DETAIL TO STRUCTURAL FOR APPROVAL EXHAUST FAN MOUNTING SCALE: NONE INSIDE CORE DRILL HOLE THRU WALL AVOIDING REINFORCING STEEL TENDONS_(COORDINATE WITH STRUCTURAL) NON — INSULATED PIPE INSULATED PIPE OUTSPDE NON — HARDEN CAULK 1 w-.17-4r477-4,74p r./ M VAIM ESCUTCHEON PLATE 16 GAUGE SLEEVE THRU WALL GROUT IN CONCRETE WALL 1° THICK FIBERGLASS PACKING ', - WEATHER PROOF JACKET EXTENDED INTO CAULK INSULATION CONTINUOUS THRU SLEEVE WITH INTEGRAL VAPOR BARRIER PIPE PENETRATION THRU WALL SCALE: NONE .D2000 -/05 A CORPO GP. MIA TECII CONSULTING EHGrNEERS m wfa�a�. se ifs ter. wna. (.as}ara -sro Prafecs ;: 94272 REV 2 GENERAL REVISIONS 062/00. REV 1 NOW N' EL ISSUED FOR POW :- 06/02100 REV 0 CO FNS 10 N31111EX NII6 04/21/00 Alt drvwings and written material fypearing herein constitute the orKpnd and myulrfrshed work of the Say CurporaEOe -. and the some may not be duprocah4 Lead or d'scksed without the written concert of the .Sober f arporal6rt. EXODUS GC? B;_DNG r `WWI! A 4flfi., GENERATOR SUILDINS HVAC FLOOR PLAN AND SECTION,' RCGR "- r_. 04/19 h/99/95212 4D,2-12F133 FRWEC; ?ii6!BE'h: 99212 DRAWN 3Y: UUN ,:h =-cxED sr: RI PROVE_ S': OR A'V'ON: NUMBER: RECEIVED CRY OFTUKWILA JUL 7 2000 PERMITCEN1±c/ ROOFTOP AIR CONDITIONING UNIT SCHEDULE UNIT MARK MFR MODEL SUPPLY FAN RETURN FAN COOLING ELECTRICAL MINIMUM OSA (CFM) OPERATING WEIGHT LBS REMARKS CFM ESP (in. wg) BHP HP V /P /H CFM ESP (in. wg) BHP HP V /P /H TOTAL MBH SENS MBH COND EAT TEMP. T EVAP EAT 'F EVAP LAT 'F CONDENSER FAN COMPRESSOR DB WB DB WB QTY FLA V /P /H QTY RLA V /P /H RTU 2 -1 MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 SEE NOTES RTU 2 -2 MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 RTU 3 -1 MCQUAY RPS 135C 49.500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 RTU 3 -2 MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 RTU 3 -3 MCQUAY RPS 036C 13,640 0.5" 4.9 7.5 460/3/60 - - - - - 460.4 381.5 95 82 65.5 56.4 54.3 4 2.6 460/3/60 2 71 460/3/60 2,600 8,000 SEE NOTES #1 THRU 10 AND 12 THRU 16 (CONSTANT VOLUME UNITS) RTU 3 -4 MCQUAY RPS 036C 13,640 0.5" 4.9 7.5 460/3/60 - - - - - 460.4 381.5 95 82 65.5 56.4 54.3 4 2.6 460/3/60 2 71 460/3/60 2,600 8,000 NOTES: 1. COOLING CONDITIONS: 88'F AMBIENT 2. PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS 3. PROVIDE INSULATED HOUSING 4. PROVIDE INTERNAL SEISMIC SPRING ISOLATION ON UNIT FANS 5_ PROVIDE FACTORY MOUNTED WIRED SMOKE DETECTOR IN DISCHARGE AIR STREAM SEE SPEC SECTION 15500 6_ 65% FILTER EFFICIENCY BASED ON ASHRAE STD_ 52 -76 7. PROVIDE 100% O.A. ECONOMIZER 8_ DOWN DISCHARGE 9. PROVIDE EBTRON OUTSIDE AIR FLOW MONITORING STATION WITH CONTROLS 10_ BLOW -THRU CONFIGURATION 11_ PROVIDE ABB VFD FOR SUPPLY AND RETURN FANS, FACTORY MOUNT AND WIRED. 12_ PROVIDE SUPPLY AND RETURN ISOLATION DAMPERS WITH ACTUATORS. 13. PROVIDE (1) OPEN PROTOCOL MASTER PANEL 14. CONDENSER UNIT TO HAVE SEALTITE CONDUIT. 15. PROVIDE DOUBLE WALL CONSTRUCTION 16. PROVIDE EXTERNAL SOUND ATTENUATION IN THE FORM OF SOUND TRAPS AND ACOUSTICAL LOUVERS TO MAINTAIN A MAXIMUM NOISE LEVEL OF 50 DECIBLES, 10 FT. FROM UNITS ON ALL SIDES. ATTENUATOR AND LOUVERS TO BE AIR /WATER TIGHT AND CONTAINED WITHIN 2" OR 4" DBL WALL. PROVIDE SUPPORT AT END OF ATTENUATOR AS REQUIRED. EXHAUST FAN SCHEDULE MARK MFR ® MODEL CFM IN WG RPM SPEED SONES BHP DRIVE MOTOR OPER LBS SERVICE CONTROLS SEE NOTES TYPE HP VOLTS /PH /HZ EF -10 GREENHECK SBE- 3H48 -75 26,500 0.75 788 9,902 48 6.8 BELT TEFC 7.5 460/3/60 420 EXIST. ANNEX GEN. ROOM LINE VOLTAGE T -STAT 1,2,6,7,8,9,10 EF -11 GREENHECK SBE - 3H48 -75 26,500 0.75 788 9,902 48 6.8 BELT TEFC 7.5 460/3/60 420 EXIST. ANNEX GEN_ ROOM UNE VOLTAGE T -STAT 1,2,6,7,8,9,10 EF -12 THRLI 15 GREENHECK SBE -3H54 -100 33,200 0.75 699 9882 56 8.45 BELT TEFC 10.0 460/3/60 590 NEW ANNEX GEN. ROOM LINE VOLTAGE T -STAT /GEN OPERATION 1,2,6,8,11,13,14 EF -17 THRU 22 GREENHECK SBE -3H54 -100 33,200 0.75 699 9882 56 8.45 BELT TEFC 10.0 460/3/60 590 NEW ANNEX GEN. ROOM UNE VOLTAGE T -STAT /GEN OPERATION 1,2,6,8,11,13,14 0.05 22 14 - - - - - - FTS 2 -5 TITUS DESV 06 12x8 300 100 1 0.25 0.10 20 10 - - - - - - FTS 2 -6 TITUS DESV 12 16x15 1580 475 EF -16 GREENHECK GB -130 -5 1400 1.0 1478 5079 13 0.37 BELT ODP 0.5 115/1/60 60 2ND /3RD FLR RESTROOM CONTROLLED BY AHU -2 -2 1,2,3,4,5,6 395 1 0.25 0.22 34 23 - - - - - - FTS 2 -8 TITUS DESV 08 12X10 1. ALL DISCONNECT AND STARTERS ARE PROVIDED BY ELECTRICAL CONTRACTOR 2. WIRING OF T -STAT BY ELECTRICAL CONTRACTOR 3. PROVIDE GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, AND MIN. 12" ROOF CURB 4_ PROVIDE PRESSURE PROBE 5. PROVIDE DRAIN CONNECTION 6_ PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS 7. PROVIDE EXTENDED LUBE LINES 8_ PROVIDE SHORT WALL HOUSING, FLUSH EXTERIOR WITH OSHA GUARD 9. PROVIDE GRAVITY BACKDRAFT DAMPER, AND DAMPER GUARD 10. HORIZONTAL MOUNTING, MOTOR BOTTOM, AIR UP 11. PROVIDE CLOSURE ANGLES 12. PROVIDE GALVANIZED WEATHERHOOD WITH BIRDSCREEN, AND GRAVITY BACKDRAFT DAMPER 13. PROVIDE HORIZONTAL MOUNTING, MOTOR UP, AIRSTREAM DOWNWARD 14. PROVIDE WALL COLLAR, CLOSURE ANGLES, AND MOTOR GUARD HEATING UNIT SCHEDULE v v Y - _ UNIT MARK MFR MODEL CFM TEMP DELTA T 'F INPUT BTU /HR OUTPUT BTU /HR ELECTRICAL DATA OPER BS LB B SEE NOTES RPM BHP HP EXT. STATIC VOLTAGE TYPE KW AMP HU -01 TRANE UHEC073DOCO 700 34 25000 25000 1550 - 1/50 0.5 460/3/60 ODP 7.5 9.1 60 1, 2, 3 HU -02 TRANE UHEC073DOCO 700 34 25000 25000 1550 - 1/50 0.5 460/3/60 ODP 7.5 9.1 60 1, 2, 3 HU -03 TRANE UHEC073DOCO 700 34 25000 25000 1550 - 1/50 0.5 460/3/60 500 150 9.1 60 1, 2, 3 NOTE: 1. PROVIDE HIGH EFFICIENT PROPELLER FAN 2_ PROVIDE VERTICAL MOUNTING BRACKET 3. PROVIDE LINE VOLTAGE T -STAT AIR DISTRIBUTION SCHEDULE UNIT MARK MFR MODEL FACE SIZE CONN SIZE DESCRIPTION CD1 TITUS TMSA 24x24 PAN T- BAR LAY -IN, #26 WHITE m CD2 TITUS TMSA 24x24 22x22 SURFACE MOUNTED, #26 WHITE CD3 TITUS PAS 24x24 PLAN SURFACE MOUNTED, #26 WHITE RG1 TITUS PAR 24x24 22x22 T- BAR LAY -IN, #26 WHITE RG2 TITUS PAR 24x24 22x22 SURFACE MOUNTED, #26 WHITE EG1 TITUS PAR 12x12 PAN T- BAR LAY -IN, #26 WHITE EG2 TITUS PAR 12x12 PLAN SURFACE MOUNTED, #26 WHITE m SR1 TITUS AERO -BLADE 272RS SEE PLAN SEE PLAN SIDE WALL REGISTER, DBL. DEFLECTION, 3/4" SPACING, #26 WHITE LVR1 RUSKIN LC6375D SEE PLAN SEE PLAN CONSULT MANUFACTURER FOR RECCOMENDED INSTALLATION COORDINATE WITH ARCHITECT FOR LOUVER PAINT COLOR I: \99 \99272 \CAD \272M41.DWG - Apr 24. 2000 - 11:13:08 - Wit I IAMN ,D2cbo -i� SINGLE DUCT TERMINAL UNIT SCHEDULE VAV BOX TAG MFG MODEL SIZE CFM STATIC PRESSURE NC LEVELS ELECTRIC HEAT COIL UNIT OUTLET MAX MIN INLET DOWN MIN RAD DISCH CFM KW EAT LAT V /P /HZ STEPS FTS 2 -1 TITUS DESV 06 12x8 300 100 1 0.25 0.10 20 10 - - - - - - FTS 2 -2 TITUS DESV 08 12x10 520 155 1 0.25 0.09 19 - - - - - - - FTS 2 -3 TITUS DESV 08 12X10 500 150 1 0.25 0.08 18 - _ - - - - - FTS 2 -4 TITUS DESV 04 12X8 195 60 1 0.25 0.05 22 14 - - - - - - FTS 2 -5 TITUS DESV 06 12x8 300 100 1 0.25 0.10 20 10 - - - - - - FTS 2 -6 TITUS DESV 12 16x15 1580 475 1 0.25 0.16 28 18 - - - - - - FTS 2 -7 TITUS DESV 10 14x13 1320 395 1 0.25 0.22 34 23 - - - - - - FTS 2 -8 TITUS DESV 08 12X10 585 175 1 0.25 0.11 20 10 - - - - - FTS 2 -14 TITUS DESV 16 24X18 2130 710 1 0.25 0.16 37 19 - - - - - - FTS 3 -1 TITUS DESV 10 14X13 900 330 1 125 029 27 10 330 4.0 53 91 208/1/60 2 FTS 3 -2 TINS DESV 10 14X13 850 255 1 0.25 0.09 27 11 - - - - - - FTS 3 -3 TINS DESV 08 12X10 695 210 1 0.25 0_t5 23 10 210 2.0 53 85 208/1/60 2 FTS 3 -4 TINS DESV 06 12X8 420 210 1 0.25 0.19 25 15 210 2.0 53 85 208/1/60 2 FTS 3 -5 TITUS DESV 16 24X18 3600 1080 1 0.25 026 29 24 - - - - - - FTS 3 -6 TINS DESV 12 16X15 1350 405 1 0.25 0.12 25 15 - - - - - FTS 3 -7 TITUS DESV 08 12X10 585 175 1 0.25 0.11 20 10 - - - - - - CORPORM30N'' ARCHITECTURE BLt k lEal COISBULTIMG ENCiMEEINS rtstE• if ..0111111i rte.. (irgas ais FAX (-e$H Project 11F 94272 CONSULTANTS REV 8 GENERAL REVISIONS 06/02/00',..:.; REV 7 NW MK( 69ED FOR . _ 06/02/00 REV 6 /DO FINS 1O NEI ALEX aER 04/21/00, REV 5 /MED CNI 10 9B -NODE ROOM 03/07/0D REV 4 MS REVISION 02/t2/0D • REV 3 ISSUED FoR_CONSFRUCIu 02/02/00 - REV 2 REVISE FOR IPS IAIOIS 016 07/13/00 -- REV I DISKO FOR BD DOE:uce"IS 12/2ija REV 0 ISSUED FOR PERMIT 12/16/99.: REVISIONS - -. ISSUE DATE Ae do.mgs and .widen material appearing herein aonsfitute the original a. p,bA i d *ark of the Sahey [arpprpFion and the some may not be dapkatert. used or doalosed: Throat the written aonceM of the Six! .:Corp«r A. -.`. • EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: MEGNAN:CAL SGI4EDULES PLOT . PROJECT NUMBER: 99272 DRAWN BY: WJN CHECKED BY: R t APPROVED BY: DRAWING NUMBER: RECEIVED CFIYOFTUKWILA JUL -�7p22�0g000 PE R PILOT DATE/ TINE GENERAL NOTES 1_ ALL NEW CONSTRUCTION SHALL CONFORM TO APPUCABLE CODES, STN4DARO6 AND REOUREMENTS.. 2 THE CONTRACTOR SHALL VERIFY ALL EXISTING SGE CONDMONS M THE FIELD BEFORE COMMENCELENf OF THE WORK AND SHALL REPORT ANY OSCREPANCES AND /OR ING0NRSTEJCES BETWEEN THE DRAWINGS. SPECFTCATIONS AND EXISTING FIELD CONDmONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE CON4NCDerr OF THE WORK. 3. THE CONTRACTOR PRIOR 10 BIDDING. STOLL VAST THE JOB SITE TO BECOME ACQUAINTED D WITH THE COSTING INSTALLATION AND SYSTEMS RELATE) TO MS WORK, ND SHALL INCLUDE N THE BID PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATIVE 4. THE CONTRACTOR Stall COORDINATE PIPE ROUTING AND CROPS VIM OTHER TRADES PRIOR TO START OF WORK. 5. TIE CONTRACTOR SHALL PROVIDE ALL MATERNLS, LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH N THESE PLANS AND SPECIFICATIONS. UNLESS ODERIYSE NOTED. THE SUBMISSION OF A BD OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR S THOROUGHLY FAMILIAR THE THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL BE ISSUED FOR ANY *80010NAAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. 6. N THE AREA OF THE NEW CONSTRUCTION WILL BE FOUND A NUMBER OF DOSING SERVICES PROTECT ALL ACINE SERVICES AND MANTAN SINE N G000 OPERATING CONDITION. 7. DRAWINGS ARE UNGRANMNTIC N NATURE AND 5515880 CONDITIONS SHALL BE FELD VERIFIED FOR DUCT LOCATION AND SIZES OF COSTING UTDJDES, THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS. THE CONTRACTOR S RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BORE SUBNN 1NG MS BID. 8- THE CONTRACTOR SH AU_ BE RESPONSIBLE FOR MAINTAINING ALL MECHANICAL SYSTEM SERVICES TO TIE PORTIONS OF THE COSTING BUDDING DURING THE CONSTRUCTION PER100_ HE SHALL REROUTE RELOCATE A50 /OR PROVIDE TEMPORARY CONNECTIONS FOR ALL EOSTNG SYSTEMS WHICH ARE N CONFLICT RUH BUILDING ALTERATIONS ANO M5CH ARE REQUIRED TO REMAN IN SERVICE B. ALL OPENINGS AROUND PIPES PENETRATING T RU WALLS AND FLOOR SHALL BE SEALED WATERTIGHT AND MUST BE FLUSH TO SAID FLOOR MD WALLS 10. ALL UTILITIES REO8ARED FOR THE CONTINUOUS OPERATION OF ALL EXSLNG BUILDING MUST BE MAINTAINED N SERVICE AT ALIT. TIMES EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION. COORDINATE SHUTDOWN WITH RESPONSIBLE PERSONNEL., 11. PIPES SHALL BE SUPPORTED AND BRACED PER 5MACNA GUDEUNES FOR SEEMS RESTRAINTS OF PLUMBING SYSTEM. 12 CONTRACTOR SHM5 COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION OF PIPING N CEILNG SPACE FOR POSSIBLE INTERFERENCE WITH DUCTWORK. UGH NG FIXTURES_ CONDUTS.ETC_ DRAWING INDEX NUMBER P0.0 PLUMBING ABBREVIATIONS. GENERAL NOTES. DRAWING INDEX 54.1 GENERATOR BUILDING SITE PUN P42 GENERATOR BUDDING FLOOR PUN P4-3 FUEL OIL SYSTEM 0555 1 PLUMBING LEGEND SYMBOL AB8REV. DESCRIPTION �_� fI•. .. Oalltil!1fi S.W SOL WASTE. (ABOVE GRADE OR FLOOR) -- S.W SOIL WASTE (BELOW GRADE OR FLOOR).. - SD — SD STORM DRAIN - -- CV/ DOMESTIC COLD WATER -OFD- OFD OVERFLOW DRAIN - PO — PD PRESSURIZED DRAIN UNE —F— F FIRE UNE —D— D DRAIN _1 DN PIPE DOWN --a-- PIPE RISE OR 08OP --- PIPE CONNECTION F@On TOP —4—_ PIPE CONNECTION FROM BOTTOM --I-- PIPE CONNECTION FROM SIDE -� DIRECTION OF FLUID FLOW ---- UNION --II WCO WALL CLEANOUT —I — DO/ DETECTOR CHECK VALVE •— FCO /GCO FLOOR CLEANDUT /GRADE CLEANDUT FIRE DEPARTMENT VALVE. -16I- BUTTERFLY VALVE ?'L- ANGLE VALVE —TINT— OS&Y VALVE --D4- GV GATE VALVE -Id1- GAS COCK - - BALI. VALVE PRESSURE GAUGE FLOW SWITCH - NG - NG NATURAL GAS - LOW PRESSURE +— SLOPE DOWN 0•-' PONT OF CONNECTION ABBREV ABBREVIATION AFG ABOVE FINISH GROUND AFF ABOVE FINISH FLOOR AP ACCESS PANI BOP BOTTOM OF PIPE CFF CAP FOR FUTURE CONN. CONNECTION DN DOWN (E) COSTING (F) FUTURE DS DISCONNECT SWITCH FDV FIRE DEPARTMENT VALVE FTE FINISH FLOOR ELEVATION FOR FUEL OIL RETURN MS FUEL OIL SUPPLY MIN. MINIMUM (N) NEW NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE • PS PRESSURE SWICTH SOV SHUT -OFF VALVE SS STAINLESS STEEL TYP TYPICAL vs VALVE 80X w/ WITH ,7) We ias CO L • n :a ARCHITECTURE irk ......�.. tnee EIa6R8 �a:r= FAX (4019•35-151. Project #: 99272 CONSULTANTS REV 0 ISSUE() FOR PEWIT 05/19/08'.- REVISIONS ISSUE DATE AN arming. cm mitten mater. appearing ha-. oM the argiM and unpubr.ed wart at the Sdisp Cmps05 and the some may .at be dupiroted. owe or es... ° withaut the written .conceit of the SADey Carporallorr-- EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE PLLI•113ING ABBREWATIGNS GENERAL NOTES DRALUI INDEX REG5 N8ING NUMBER: CITY OF TUKWILA JUL — 7 "gin PERMIT CE,. 7 5 PLOT / / - • • �p- -'�\ \`~- \ ■ . EXISTING FILL . ^ 4 ^ ^ . ,,"mn^�/ `-.'~= ^ � `==. ^« • '- ~'--� ��--L • ` .�~°_- '' \ `\ \ .r\�\���~\�\~�\ \��- .. .. GENERATOR BUILDING — SITE PLAN SCALE: `' = 20-0 ' ie • I) Z000 --/es ENGINEERS s. ism Sm/swelieer Phone fe08$36-8506 Fax (408)436-1511 " Project #r. 99272 CONSULTANTS REV 0 REVISIONS :SSUE DATE ISSUED FOR "=° 0*19w00'�.� alt drawings and written mate. appearing haat oreashtele the original and en... rare et the Sabey Carparatroa a. the same may not be dupicated. used cc credo. without the written camera of the &lbw Corporation- Exc}[)uS IGo?� BUILDING A .` TuKwILA .WA'`�'� DRAWING TITLE: `^ GENERATOR PROGRESS DATE: =/07°0 =" °99~9212/C"D/212P4 PLOT: PROJECT NOMBER. 99212 DRAWN BY DA ===Bt. Firt' APPROVED BY. DRAWING NUMBER: RECEIVED CITYOFTUKWIlA murrm00 p °` UATEl /I l� t \ I I I Eft. • LI ><' Li ii T it . z; HrL- JERATOQ k ! I I k y a—z —T7— 1 :1 be I 4 C'C��r -FOR biii FQR FOR 1 ...r -e FQR; 6-� ' . FOR __it -FOS -tEOS= 1 La ; L_J i 1 L . ( _J • L iu -t by o y e F) G .M1 1- , ka/ _ I ' �1 f _ I ai 1 i I FUEL FILTER O7 SEE FUEL FILTERO SEE ff1 v I 1 i; . r-3'PRIMARY VENT 1 I1: 1 FIT F I -1+1- Ot REMOTE ALARM — (RA-1) GENERATOR BUILDING. — FLOOR PLAN SCALE: 1/8 " =1' -0" I �J ' t UNDERGROUNG PIPING 11111 i WITH SECONDARY CONTAINMENT FOR CONTINUATION SEE SHEET P4.1 SHEET NOTES: <0. COORDINATE LOCATION WITH THE ARCHITECT AND /OR ELECTRICAL CONTRACTOR_ Z2ocd - /DS SABI, CORPORATION ARCHITECTURE ISRC'J HEE CONSULTING ENGINEERS nrr Clo r.[a.. tsa siwcasns. .. FAX t.wWs -awo . vax (4021)435-15.1t - - - Project IV 99272 CONSUiTANTS REV 0 ISSUED FOR PERMIT 05/19/00 REVISIONS ISSUE DATE All drawings aad .stern material ("paring taefe meetihae the original and unpuWeted wort of the Saeaj -. Corpororrot and the same may not be Ayimtect mod. ar =daeosod without the written content of the Saber, Carpa360n. • EXODUS - IGCP BUILDING A TUKWILA, WA DRAWING TITLE: FLCOR LAN -- PROGRESS DATE: 04101 010 ALE: 1:199/99272/CALV2721.12 PLOT PROJECT NUMBER: 9272 DRAWN BY: DA CHECKED BY: RI APPROVED BY:. DRAWING NUMBER: RECEIVED CRY OFTUKWILA JUL - 7 20 PERMIT 0 PLOT na-ry / EXISTING 4000 GALS. ABOVEGROUND FUEL VERTICAL TANK EXISTING 4000 GALS. ABOVEGROUND FUEL VERTICAL TANK EXISTING GENERATOR BLDG- - A (E) EXTERIOR WALL —FLEXIBLE SS. CONNECTOR (RE OTOE A(ARIA® AT SECURITY OFFICE COMMAND CONTROL COORDINATE LOCATION 120V DEDICATED CIRCUIT BY ELECTRICAL J DRY ALARM CONTACT TOBEUIL BUILDING - -- MOAT. G } a 1 UNDERGROUND FUEL OIL PIPING DIAGRAM GENERAL NOTES: 1. ALL EQUIPMENT AND DEVICES EXPOSED TO WEATHER SHALL BE IN NEMA 3R ENCLOSURE 2. ROUGH PIPING INSPECTION. THIS INSPECTION SHALL BE MADE AFTER ALL PROCESS PIPING AUTHORIZED BY THE PERMIT HAS BEEN INSTALLED, AND BEFORE ANY SUCH PIPING HAS BEEN COVERED OR CONCEALED. THIS INSPECTION SHALL INCLUDE A DETERMINATION THAT THE PIPING SIZE, MATERIAL AND INSTALLATION. 3. FINAL PIPING INSPECTION. 11115 INSPECTION SHALL BE MADE AFTER ALL PIPING AUTHORIZED BY THE PERAOT HAS BEEN INSTALLED AND AFTER ALL PORTIONS THEREOF WHICH ARE TO BE COVERED OR CONCEALED. ILSIS SHALL BE MADE IN THE PRESENCE OF' THE B'JKDING OFFICIAL NECESSARY APPARATUS FOR CONDUCTING ILSIS SHALL BE FURNISHED BY THE PERMIT HOLDER. 4. OTHER INSPECTIONS. IN ADDITION TO THE INSPECTIONS REQUIRED BY THIS SECTION. THE BUILDING OFFICIAL MAY REQUIRE A SPECIAL INSPECTOR. AS SPECIFIED IN SECTION 1701 OF THE BUILDING CODEING CASES WHERE 'THEO WORK AUTHORIZED WAS INSTALLED IN IN ACCORDANCE WITH PLANS AND SPECIFICATIONS PREPARED BY AN ENGINEER, THE BUILDING OFFICIAL MAY REQUIRE A FINAL SIGNED REPORT STATING THAT THE WORK WAS INSTALLED IN ACCORDANCE WTTH THE APPROVED PLANS AND SPECIFICATIONS, 5. FUEL OIL TANK INSTALLATION SHALL CONFORM TO 1997 UBC, UMC, UPC AND 1997 NEC. NOT TO SCALE EQUIPMENT SCHEDULES AND NOTES: ® PERMATANK DOUBLE -WALL UNDERGROUND FUEL STORAGE 30,000 GALLON FIBERGLASS TANK, UL PROTECTED AND CORROSSION RESISTANCE. DIM.: 126"DIA. x 47'0"LENGTH 0 TURBINE PUMP ENCLOSURE PARTS AND HOUSING FOR - SUBMERSIBLE TURBINE PUMP 1 HP, 120V, 1 PH. - SUPPLY AND RETURN PIPING - SECONDARY PIPING TERMINATION - DRAIN WITH TEE HANDLE PLUG - LATCH FOR LOCKING - 36" MANWAY AND UD 0 3" VENT RISER © 3" MORRISON BROS UPDRAFT PRIMARY VENT © 3/16 STRICKER PLATES ON TANK BOTTOM © GUILLOTINE FILL UMITER SET FOR 90% TANK FULL AUTOMATIC SHUT -OFF. Qi FUEL TECHNOLOGIES FT- I -8A -R FILTRATION SYSTEM 120V, 1 PH. 3 /4HP 8 GPM PUMP ® PLASTIC LINING BETWEEN PEA GRAVEL AND DIRT QQ VEEDER -ROOT MODEL NO.TLS350 CONSOLE WITH PRINTER TO BE CONNECTED TO BUILDING MANAGEMENT SYSTEM. VEEDER -ROOT 329358 (2) SENSORS (EIGHT -INPUT EA.) INTERFACE MODULES Q VEEDER -ROOT 329356 PROBE (FOUR- INPUT) INTERFACE MODULE ® VEEDER -ROOT 847390 IN TANK LEVEL PROBE ® VEEDER -ROOT 312020 CAP AND RING KR FOR RISER 0 VEEDER -ROOT 794390 -420 LEAK DETECTOR SENSOR VEEDER -ROOT 790095 REMOTE ALARM ACKNOWLEGMENT SWITCH ® VEEDER -ROOT 790091 REMOTE ALARM AND LIGHT © TOTAL CONTAIM$NT PP2500 (2 -1/21 EIMROELEX PRIMARY PPE WITH SP4500 SECONDARY PIPE AND FITTINGS. ® 2 -1/2" STEEL PIPE FOR FUEL OIL SUPPLY PIPE 1 -1/2" STEEL PIPE FOR FUEL OK. RETURN PIPE 3/4 N.O. SOLENOID VALVE 24V. 3/4" N.C. SOLEN010 VALVE 2411. 3/4" BALL VALVE MANUAL SHUT OFF 3/4 SWING CHECK VALVE ® 3 /47SIEEL PIPE AND FITTINGS ® FI&1 GK. Au_ WITH t5 GAL CONTAINMENT - DRAIN VALVE TO MAIN TANK - PRIMARY PIPING FITTING TERMINATION TO GUILLOTINE VALVE - MANHOLE RAINNGHT - 4•PB L CAP 120V IC 1 LEAK DETECTOR (LD-1 MONITOR PANEL 9 t I - --C TELEPHONEUNE TO MODEM mlt bTO ORM m1 NBaa FIS --TO GENERATOR CONTROL PANEL (ENGINE RUNNING) il FMFRGFNCY GENERATOR BASE TANK 0 1/4" STEEL LINE TO SIPHON PORT ON FE PETRO PUMP 0 SWIVEL THREAD CONNECTION TO TEE ® MINIMUM 12" PEA GRAVEL UNDER AND ALL AROUND TANK ® CONNECT TO UPS EMERGENCY POWER ® 4 SECONDARY CONTAINMENT WITH TWO (2) -3/4" FLEXIBLE NITRIC HOSE ® B-LNE FLIER, OMTECK 300HS -10 ® PRESSURE SWITCH WITH TUff DELAY TO START LAG PUMP ON FAILURE OF LEAD PUMP. ® INSTALL AND LOCATE HOLD DOWN STRAPS IN ACCORDANCE WITH MANUFACRMERS RECOMMENDATION ® 98 -1810 UNIVERSAL 18"ROUND RAIN TIGHT MANHOLE r j 1 -LAX :OLwiO i mom- IOLUDED WITH THE TAM( ® TOTAL CONTAINMENT PP1500 (1 -1/21 SMROFLEX PRIMARY PIPE NTH SP4500 SECONDARY PIPE AND FITTINGS_ SAB CORPORMON ARCHITECTURE. GR <C A 1E01 CONSUL11102 fP f�Bir.i,Ri./t rm.'s NMI lue. i. M - .»o�MF FAX (4010435 -1311 Project i!h 99272 CONS&LTA44S REV 0 ISSUED FOR PERMIT 05/19/06._ REVISIONS ISSUE DATE P11 &o.ings ad .61en =tub! appwing the original and unputAshed AS of the Saber CapaaMm and the same may not he.MipGwted. usd,o - crrlmsd without the written concmt of the Sabry tbrporaeare EXODUS G IGCP BUILDING A TUKWILA, WA DRAWING TITLE: AEI. OIL SYSTEM DIAGRAM PROGRESS. DATE: 04/07AE0 FILE: 1 :19999272/C40/272P43 PLOT: PROJECT NUMBER: 99272 DRAWN '.BY :... DA CHECKED BY: RI APPROVED BY: DRAWING NUMBER: RECEIVED - CITYOFTUKWILA JUL ' 7 200¢ 3 PERMfCENIE z\ SAMEIT CORPORATE ARCHITECTURE GROUP li' 'f�AI TFVPI CONSULTING ENGINEERS V .i.trY,41511 ASQVR ( tawC r� Et�j<3H-23T! Project #:99272 CONSULTANTS 5 NEW ANNEX 06/00 i55UED FOR PERMIT 4 ISSUED FOR PER!` 1T C:EN. ANNEX REV. 03/30/00 3 ISSUED FOR 02/02/00 CONSTRUCTION 2 BID SET 01/17/00 ISSUED FOR 6!D 12/21/99 0 ISSUED FOR PER 1UT12/16/99 REVISIONS ISSUE DATE 01 drawings nod written materiel appearing herein constitute the original and unpublished work of the Sabo, CArpna88 and the same may not be duplicated used or disclosed without the written content of the Sab y Corporation. EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: SYMBOLS ABBREvIATION5 PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 99.212 DRAWN BY: 4TCE CHECKED BY: JF APPROVED BY: DRAWING NUMBER: E0.1 CITYa JUL-72000 PLOT DATE/ TIME: ELECTRICAL SYMBOLS ABBREVIATIONS GENERAL NOTES ❑ I la 0 ®• L] ® — — �H _ a p u 4 MOUNTING HEIGHT (U.O.N.) FLUORESCENT STRIPLIGHT AND OUTLET FLUORESCENT FIXTURE RECESSED IN CEILING CONTROLLED BY SWITCH "a" SHADING OF ANY FIXTURE INDICATES CONNECTION TO EMERGENCY BATTERY PACK. WALL - MOUNTED FLUORESCENT FIXTURE RECESSED LIGHTING FIXTURE EXIT LIGHT AND OUTLET. FLUSH CEILING/N; NU MOUNTED: SHADED AREA INDICATES FACE(S) ON SIGN: ARROW INDICATES DIRECTION TO EXIT TWIN HEAD EMERGENCY LIGHT WITH 90 uIN. BATTERY BACKUP SMALL VANDAL RESISTANT WALL PACK DUPLEX RECEPTACLE - 20A, 125v, 3w ICI = ISOLATED GROUND RECEPTACLE W/ ORANGE TRIM PLATE TO MATCH RECPT ENGRAVED "DATA' G0= WITH GROUND FAULT INTERRUPTER E = WITH RED TRIM PLATE TO MATCH RECEPTACLE ENGRAVED "EMERGENCY" DOUBLE DUPLEX RECEPTACLE - 200. 1250. 3W SPECIAL PURPOSE RECEPTACLE RATING, POLES AS INDICATED DUPLEX RECEPTACLE - 200. 125V. 3W, NEMA 5 -200 SINGLE RECEPTACLE - 20A, 125V, 3W, NEMA 5 -20R CONNECTED TO DEDICATED CIRCUIT. DUPLEX RECEPTACLE MOUNTED +42" OR ABOVE COUNTER DUPLEX RECEPTACLE - 20A, 125V, 3W, NEMA 5 -15R, TATD IN FLOOR PEDESTAL D = INDICATES DOUBLE DUPLEX. SURFACC METAL PACESAS WITH RECEPTACLES AND SPACING 2 Rik Oi Q O 0 — ® hAEPT Y Fl —II— - uECHANICAL EQUIPMENT DESIGNATION SHEET NOTE NUMBER FEEDER NUMBER SWITCHBOARD OR MOTOR CONTROL CENTER SPACE IDENTIFICATION TAG DETAIL REFERENCE: DESIGNATION NUMBER SHEET NUMBER OF DETAIL REVISION REFERENCE MARKER. OF CIRCUIT OR 1010040 FIXTURE IDENTIFICATION TAG LETTER AND NUMBER INDICATES FIXTURE TYPE F= gUORESCENT; H =HID; I= INCANDESCENT M NORMALLY OPEN CONTACT NCRMALLY CLOSED CONTACT WIRE CROSSING - NO CONNECTION wARE CONNECTION MAGNETIC NETIC STARTER, 3 = NEMA SIZE GROUND FAULT RELAY DEVICE (E) PANELBOARD; 3o: 4W - SURFACE; VOLTAGE AS INDICATED ON E5.1. PANELBOARD, 3m; 4W - SURFACE; VOLTAGE AS INTIMATED ON E5.1 mAIN SWITCHBOARD OR DISTRIBUTION PANEL UOTOR OUTLET WITH COMPLETE CONNECTOR TO MOTOR AND CONTROLS v.,RIABLE FREQUENCY DINE GENERATOR NON -FUSEE DISCONNECT SWITCH - HORSEPOWER RATED FUSIBLE DISCONNECT SWITCH WITH DUAL r „ryfNT FUSES COMBINATION CB /MAGNETIC STARTER - SIZE AS INDICATED OVERLOAD DEVICE AND CONTROL XFMR CROAT BREAKER IN NEMA !ENCLOSURE -SIZE AND RATING AS NOTED ON THE PLANS DRY -TYPE TRANSFORMER PUSHBUTTON STATION, EPO INDICATES EMERGENCY POWER OFF DEVICE, +48” AfF. SHUNT TRIP PUSHBUTTON - MOMENTARY CONTACT NORMALLY OPEN PUSHBUTTON - MOMENTARY CONTACT NORMALLY n O5ED COPPERCtAD GROUND R00 - 3 /a" DAY 10' -0 LONG GROUND ROD CONNECTION TO GROUNDING ELECTRODE BRANCH CIRCUIT WIRING IN CONDUIT - CONCEALED IN CEILING OR WALL BRANCH CIRCUIT WIRING IN CONDUIT - UNDERGROUND OR IN FLOOR SLAB HOSER08 TO PANEL - 1/2"-2112 MINIMUM- CROSS LINES INDICATE NUMBER OF PHASE WIRES AND SIZE OTHER THAN 2/12 (NEUTRAL WIRE: LARGER DASH LINE) G = GROUND CONDUCTOR PER SPEC OR AS SHOWN IG = ISOLATED GROUND CONDUIT TURNED UP TU CONDUIT TURNED DOWN CONDUIT DESIGNATOR: 0 = EMERGENCY: T = TELECOM CONDUIT STUB -OUT AND CAP CONDUIT STUB -OUT AND BUSHING CEILING JUNCTION OR OUTLET BOX. MTO AFC WALL- MOUNTED JUNCTION OR OUTLET BOX, +12' U.O.N. PULL800 - SIZE PER CODE FLEXIBLE METAL CONDUIT PER SPEC. SLEEVE THROUGH FIRE RATED WALL WITH BUSHINGS AT EACH END rt A.I.C. AF AFC AFF AT ARCM AS AUTO AUX BC BLDG. C CAB CB co CLEF CLG. CNTL CO CPT CT CU DWG (E) (ER) ELEC EATER EMT EXIST FlA LUOR FLEX FT FUT G; CND GEN GMT GFI GLIB HOA HP LTV TT JB L(S)(1)(G) LT(G) LV MOB MECH MH LILO MSB YTI) MTG ( ") NC NEC NEUT NIC Ric NO NTS CK; . P FB PNL PT PvC PHIR RM RSC SC SEC SIG SPEC 5WCR TYP U.0_N. UG W/ 8/0 WP AFAR CENTERUNE AMPERES INTERRUPTING CAPACITY (SYMMETRICAL) AMPERE FRAME (BREAKER RATING); AMPERE FUSE RATING ABOVE FINISHED CEIUNG ABOVE FINISHED FLOOR AMPERE TRIP (BREAKER SETTING) ARCHITECTURAL AMPERE SWITCH RATING AUTOMATIC AUVUARY BARE COPPER BUILDING CONDUIT CABINET CIRCUIT BREAKER CIRCUIT CURRENT LIMITING FUSES CEIUNG CONTROL CONTROL POWER TRANSFORMER CURRENT TRANSFORMER COPPER DRAWING EXISTING EXISTING TO BE RELOCATED ELECTRIC(AL) EMERGENCY ELECTRIC METALLIC TUBING EXISTING FULL LOAD AMPERES FLUORESCENT FLEXIBLE FOOT OR FEET FUTURE GROUND(ED) GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GROUND TERMINAL BOX HAND -OFF- AUTOMATIC SWITCH HORSEPOWER HIGH VOLTpCE , ISOLATED GROUND JUNCTION BOX L = LONG TIME S =SHORT TIME CIRCUIT BREAKER TRIP 1 = INSTANTANEOUS FUNCTIONS G = GROUND u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l CHARGES AND OBTAIN APPROVALS FROM THE UTTUTY COMPANY PRIOR TO COMMENCING WORK. COORDINATE ALL CONTROL SYSTEM DEVICES, WIRING, AND CONNECTIONS WITH REQUIREMENTS OF DRIVEN EQUIPMENT. PROVIDE SUITABLE ANCHORAGE AND SUPPORT OF ALL ELECTRICAL EQUIPMENT INCLUDING DEVICES AND RACEWAYS IN ACCORDANCE WITH ESTABUSHED CODES AND THE SPECIFICATIONS. PROVIDE LEGIBLE IDENTIFICATION OF ALL ELECTRICAL EQUIPMENT INCLUDING RACEWAYS AND WIRING AS SPECIFIED AND AS REQUIRED BY CODE AND THE SPECIFICATIONS TO INDICATE PURPOSE, PHASE, AND WIRE NUMBER. ALL WIRING WITHIN PULLBOXES AND JUNCTION BOXES TO BE TAGGED TO IDENTIFY THE CIRCUIT. PROVIDE PERMANENT INK MARKING OF ALL JUNCTION BOXES IDENTIFYING THE BRANCH CIRCUIT. PAINT ALL FIRE ALARM MTEM AND UFE SAFETY SYSTEM JUNCTION BOXES RED. THE DRAWINGS AND SPECIFICATIONS ARE COMPUMENTARY AND WHAT IS REQUIRED BY EITHER IS TO BE INFERRED TO BE REQUIRED BY BOTH. EQUIPMENT AND DEVICES FURNISHED UNDER OTHER DMSIONS OF THIS CONTRACT, BY THE OWNER. OR BY OTHER CONTRACTS, ARE TO BE CONNECTED UNDER THIS CONTRACT. PROVIDE TEMPORARY POWER AND CONNECTIONS AS REQUIRED TO MAINTAIN EXISTING SYSTEMS IN OPERATION. THE CONTRACTOR IS EXPECTED TO VISIT THE SITE, BECOME FAMILIAR WITH JOBSITE CONDITIONS, AND VERIFY EXISTING SYSTEMS REPRESENTED ON THESE DRAWINGS PRIOR TO 81D. THERE WILL BE NO EXTRA COMPENSATION FOR FAILURE TO RECOGNIZE EXISTING CONDTIONS NOT EXPUCffLY OETPILED ON THESE DRAWINGS BUT IMPACTING COST OF CONSTRUCTION. LOCATE OF EXISTING UNDERGROUND DRAWINGS BEFORE COMMENCING WITH WORK. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK - REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PROVIDE CONCEALED AND FLUSH MOUNTED INSTALLATION OF ALL DEVICES AND EQUIPMENT IN ALL AREAS EXCEPT FOR EQUIPMENT ROOMS AND UTILITY SPACES. PROVDE SEPARATE NEC SIZED EOUIPMENT GROUNDING CONDUCTOR 120 VOLT MOLT -W1RE IN ALL W M7U, USE WEATHERPROOF CONSTRUCTION FOR ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER. PROVIDE 110 AWG THHN/THWN COPPER NEUTRAL CONDUCTOR FOR ALL MULTI -WIRE 120 VOLT 20 AMP 3 -PHASE CIRCUITS WT1H COMMON NEUTRAL. FOR 120 VOLT 20 AMP CIRCUITS WHERE THE CIRCUIT DISTANCE FROM THE PANE! HOARD TO THE FARTHEST OUTLET EXCEEDS 100 FEET PROVIDE 110 SIZE CONDUCTOR. PROVIDE AS -BUILT DRAWINGS IN AUTOCAD FORMAT PER SPECIFICATIONS. 2)2600 1111.4 ■� +15" ICI TO Ha) H® F6 /44 Q• 0 j 1 I 1 H' ' I GFR I o ■ //y ® '(N !i \J IVFDI r- �' �' 1 G;� i� = EPO ST —o x .11-0 III— 0,, +48" $e 3 D. 00 $K Sp, FSD 1 TED �� -<<-1"-.0-)- i ,.,-).�„ Q 0 0 A`; 00 KW ® AS INDICATED. TYPE AS SPECIFIED. SINGLE POLE SWITCH (SPST). 'A INDICATES CONTROL DOUBLE POLE SWITCH (DPST) THREE- WAY SWITCH FOUR -WAY SWITCH KEY OPERATED SWITCH MANUAL MOTOR STARTER W/ OVERLOAD PROTECTION / `IRE /SMOKE DAMPER (PROVIDED AND INSTALLED Br MECHANICAL, WIRED BY ELECTRICAL) FUSE FUSED SWITCH CIRCUIT BREAKER -FIXED MOUNTED CIRCUIT BREAKER ORAWOUT TYPE TRANSFORMER DELTA CONNECTION WYE CONNECTION GROUNDED AMMETER VOLTMETER AMMETER SWITCH VOLTMETER SWITCH KILOWATT METER KILOWATT -HOUR METER DRAWING INDEX E0.7 Jt t E1.1 ETA', EI.1B f ( ET .1C �. E228 E2.2B E23A E238 E2.0 E4.2A E4.28 E4.3A E4.38 E5.1 E9.1 E9.2 [9.3 BA \ 1 © 4 - ABBREVIATIONS, SYMBOLS. GEIFAAL NOTES, SPEGFTATTONS SINGLE LINE DIAGRAM SINGLE LINE DIAGRAM 8 FEEDER SCHEDULE ELECTRM/tL S7TE RAN ELECTRIC, PUN - GENERATOR ANNEX BUgDC2G EXISTING ANNEX GENERATOR PO ELECTRIC, SECOND FLOOR - POWER PLAN ELECTRICAL SECOND FLOOR - POWER PLAN ELECTRICAL THIRD :7002 - POWER PLAN ELECTRIC, THIRD FLOOR - POWER PL AN HOOF - POWER PLAN ELCTRICAI. SECOND FLOOR - LIGHTING PLAN ELECTRICAL SECOND FLOOR - LIGHTING PLAN ELECTRICAL THIRD FLOOR - LIGHTING PLAN ELECTRICAL THIRD FLOOR - LIGHTING PLAN NODE R00YS POWER LAYOUT 8 DETAILS ELECTRICAL EPO DIAGRAMS AND DETAIL SYSTEM MONITORING DIAGRAM PANELBOARO SCHEDULES D1.% CONTROL DIAGRAM G 4 .rI /J —0 —X— ] I Q i--QJ III �_, I 1 z\ SAMEIT CORPORATE ARCHITECTURE GROUP li' 'f�AI TFVPI CONSULTING ENGINEERS V .i.trY,41511 ASQVR ( tawC r� Et�j<3H-23T! Project #:99272 CONSULTANTS 5 NEW ANNEX 06/00 i55UED FOR PERMIT 4 ISSUED FOR PER!` 1T C:EN. ANNEX REV. 03/30/00 3 ISSUED FOR 02/02/00 CONSTRUCTION 2 BID SET 01/17/00 ISSUED FOR 6!D 12/21/99 0 ISSUED FOR PER 1UT12/16/99 REVISIONS ISSUE DATE 01 drawings nod written materiel appearing herein constitute the original and unpublished work of the Sabo, CArpna88 and the same may not be duplicated used or disclosed without the written content of the Sab y Corporation. EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: SYMBOLS ABBREvIATION5 PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 99.212 DRAWN BY: 4TCE CHECKED BY: JF APPROVED BY: DRAWING NUMBER: E0.1 CITYa JUL-72000 PLOT DATE/ TIME: HDP_g P21w.R.' UPS BUS -3rA s3 AC 20.1 swat 200.i .000. Sus .NV-L- TO Stt Unutt r HOP -A RESSEDIS -ISIDI BUS "A_ _7 EG -A .60/227. GmDK. ,6256,7" ENER/. r--�I L__J MOAT 100. DB P -L-A 66 [6C 200., 2007' IST_ PNL.- 2HA _ _ _ NNRE POWER SOURCE NOTE: PROVIDE CIRCUIT BREAKER CONTACT AND WIRING TO RESPECTIVE UPS MODULES FOR BATTERY INHIBIT. O ALL WORK IS IN PHASE 2o U.O.N. START CIRCUIT. a0 NEMA 3R ENCLOSURE WITH CABLE LUGS AT BUILDING EXTERIOR, SEE SHEET E2.2B PI6FFI- fYFQ- SABEY: CORPORATION ARCHITECTURE GROUP ALFA EN ERS vrrw.. ErrCW. 6's100E.ns¢ ,..E. (as#- FAY (406)436 —f511 Project #: 99272 CONSULTANTS L rEUn , WOIA , 6Du wr sO.P Sou 1- 871B.nE saga m PIW Ims mrta2a PL6 ERSE TO HDP -F SEE SHEET EL IA E TD IBI SEE ESHEET E1 to TO EG-G SEE SHEET ELIA mw /-607.13.71... / caE i "w m — BAK 113-3 2CO 2000. BUS 860,7- 3. -3w 65 1DLT 32/¢ I ��o uC 20. 95 PCP- .IfA W cK MD Bb.6ov -`-A 65 wC HOPE QPRIMARY UPS BUS 7- 9 0. 000Y RATED) BOO" BOOR 600Ai LJ 1101i WEO) 200. 612i .m/ -SrrA 63 Wt .�� 600 60g0 rzt,it m[ 3FA amiss :/a[r eo0i m/YA Wort. (DWG a9ET DADDIAT Sawa IPS TO wERM SORCE m rEmw.B maa 104 10 WEN. soxv TO //WOMB BOWIE Ins ID urn.. m cPs A IS /WS BD -AC R POE PNEl61wO3 SPUE 2m. cgs Ow) IsOA L. A — .-u Ka Pwn60.is 2 -SPATE 20Y. m$ tnP) NW-a -1 PW -Q- 10- PW -Q- PMI-0 -B Ww-a- 000-a- PW-[E- -0- PII,HQ- PW-Q -6 s1 mD.P) 'lLE9277,71 NODE AT BUILDING EXTERIOR, SEE SHEET 1,242B ND-014 N.,- NY-02- 2W-01 8-82 PPE 2we108116 2 DINE 2DA ors cm, 000-01- Baa-01 PN■-Q- /600-01 -2 280402- .-.2 POE PAN BOPOS -SIV E NM 0S BIP) 60M1 M. AI O EE 10 0 2101-EI -2 -0 20E DINDECP IS -.PE 200. WS Om) PIr -EZ- wI-Q -. Q WE DWEIEWPO 2 -.8tE 20. 685 WID PA-E, 2W -E2-6 NODE PMM MBE •..1S.... ®x''®'88! @I IEEE 11 GENERAL REVISION 06/02/00 10 NEW ANNEX 05/22/00 ISSUED FOR PERMIT 9 ISSUED FOR PERMIT GENE ANNEX REV_ 03/30/00 3 ADENDUM 'B 0340/00 7 ADDENDUM '2 03/03/00 NS REVISIONS 02/22/00 5 RESPONSE TO R=I'► 0241/00 4 ADDENDUM 'I 02/09/00 3 ISSUED FOR 02/02/00 CONSTRUCTION 2 BID SET 01117/00 ISSUED FOR BID 1221/99 0 ISSUED FOR PER"I1T12/16193 REVISIONS ISSUE DATE al drawings and written materml OppeOrioq here. Wm.. the original and unpubfishM .ark of the Sabey Cnpdmt.n and the some may not be duplicated, used or decbxd without the written caxent of the Sabey Corporation_ • Exodus e IGCP BUILDING A TU`WILA, WA DRAWING TITLE: ELECTRICAL ONE -LINE PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 99272 DRAWN BY: JPB CHECKED BY: JILF APPROVED BY: b2& —/ttS PLOT DATE/ TIME: RECENED CITY OFTUKNALA nn 7 /nnn FEEDER SCHEDULE FEEDER SCHEDULE 3 -PHASE 3 WIRE + GROUND 3 -PHASE 4 WIRE + GROUND SYMBOL FEEDER SIZE - CONDUIT & WIRE SIZE + GROUND SYMBOL FEEDER SIZE - CONDUIT & WIRE SIZE + GROUND 0 1/2 "C - 3 #12 & 1 #12G 0 1 "C - 4 #6 & 1 #10G ®, 3/4"C - 3 #10 & 1 #10G el 2 -1/2 "C - 4 #4/0 & 1 #4G 0 3/4"C - 3 #6 & 1 #10G a 1 -1 /2 °C - 4 #1 & 1 #8G ®. 1 -1 /2 "C - 3 #1 /O & 1 #6G 0 3 -1 /2 "C - 3 #4/0 & 1 #4G 2503 2 "C - 3 #4/0 & 1#4G � ,.. 0 l--.N„--t/- _ 3 -1 /2 "C - 3 #500KCMIL & 1 #2G ' r. (2 SETS) S) 2 "C - 3 #4/0 & 1 #2G :.. (2 SETS) 3 "C - 3 #500KCMIL & 1 #1/O PER SET 12003 (3 SETS) 3 -1/2 "C - 3 #600KCMRL & 1 #3/0 PER SET .rr (4 SETS) 3 -1/2 "C - 3 #600KCMIL & 1 #4 /OG PER SET 20003 (5 SETS) 3 -1 /2 "C - 3 #600KCMIL & 1 #250KCMIL PER SET gAmm DPL9 -3 Et. SEE S:+LE- t FROM (E) MSW -1 FROM DPL9 -3 SEE SNEE7 E1.1 PANEL: LA FED PROS GENERATOR ROOM FED FROF BI{I DC DEVICE TYPE: Breaker DEVICE FAMILY: Bolt On ENCLOSURE: NEMl1 I MOUNT I. Surface VOLTAGE: 208 MAINS( A): MLO WIRING: 3 PHASE 4 MIRE BUS RAT IN. A): 225 BUS VI THSTAND(f0 10000 FAULT CURRENT(A, 0 OC AMPS P NOTES DESCRIPTION CODE YA 20 20 20 30 30 30 20 20 zo 20 20 20 20 20 20 20 REPT RCPT REPT TANK CONTROL MIRING SUB TURBINE PUMP SUB TURBINE POMP LIGHTING LIGHTING FUEL FILTER FUEL FILTER REMOTE ALARM SPARE SPARE GEN BATTERY CHARGER GEN BATTERY CHARGER GEN BATTERY CHARGER GEN BATTERY CHARGER GEN BATTERY CHARGER GEN BATTERY CHARGER SPARE SPARE REC REC REC GEN GEN GEN LIGHT. LIGHT IN GEN GEN GEN SPARE SPARE GEN GEN GEN GEN GEN GEN SPARE SPARE 720 720 720 200 1950 1950 1000 1000 7700 200 200 200 200 200 CKT 5 11 13 15 19 23 25 29 31 35 37 39 PA HASE LOADS VA B C 2220 2223 2220 1700 3{50 3{50 2{68 2.3 3200 3200 3100 2800 2800 {000 {000 2400 2400 2400 2400 CKT YA DEMAND CODE DESCRIPTION NOTES Dc AMPS P 2 6 10 12 Ia 16 IB 20 26 Za 30 32 36 38 s0 a2 500 500 .1 500 500 500 2800 2800 1200 1200 1200 1200 GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN SPARE SPARE GEN BLOCK HEATER GEN BLOCK HEATER GEN BLOCK HEATER GEN BLOCK HEATER GEN BLOCK NEATER GEN JACKET NEATER GEN JACKET NEATER GEN JACKET HEATER GEN JACKET HEATER GEN JACKET HEATER GEN BATTERY CHARGER GEN BATTERY CHARGER GEN BATTERY CHARGER GEN BATTERY CHARGER SPARE SPARE 30 2 30 2 30 2 30 2 30 2 30 30 30 30 30 z0 20 20 zo 20 20 SCHEELE TOTALS KVA TOTAL CONNECTED 52. 9 TOTAL DENANO 52. 9 TOTAL DESIGN 53. 3 AIRS l {6 7 146.7 148 0 • PHASE TOTALS VA • PHASE A 17170 3 • PHASE B 17620. 3 • PHASE C 18070 0 AMPS 143. 0 146. 5 7 10. BUS TOTALS CONNECTED DEMAND DESIGN DATE: May I9, 2000 T [ME= 13 01: 10 FROM MSW -2 SEE S: EE- E1.1 l /ED I H'RP -F R1MN(Y UPS BUS -: SEE SHEET Et 1~ 201001 A1;EC. IIN.4EN 1000. PHASE 2b (NEW ANNEX LOCATION) l 1O t�aPA +aoc B•>m1 MFn To UPS 130011 ).AT 13 1543 2`93 70 AMMAR TO IL UPS PLY 3-42 POE PA M.. 3-32 POE P31.0 3 FD -AC 130. 3. 3 ninnal vain iiima■ .I.PN •. BM RUN REM El 3! uPS r� Y m AhNa E WALE CRS rY� PAY -Fl-4 FLA42-4 UPS BUS -G-- F- ;Sau."i•aT51N. cEHrRATOR NOTE: 1O PROVIDE CIRCUIT BREAKER CONTACT AND WRING TO RESPECTIVE UPS MODULES FOR BATTERY INHIBIT. 2O NOT USED 3O ENGINE START CIRCUIT. SABEY CORPORATION ARCHITECTURE GROUP NENGII RS eet ...rd. S. Ta at7HR Phew. (4004111-1000 FAX (406)433 -15. Project {I: 9927Z CONSULTANTS II GENERAL REV1510N06/02/0e10 . 10 NEW ANNEX 05/22/00 ISSUED FOR PERMIT 9 I551JED FOR PERMIT GEN. ANNEX REV 03/30/00 PHASE 2c 3 ADDENDUM '3 03/10/00 1. (NEW ANNEX 7 ADDENDUM • 03/03/00 CD LOCATION) & Ms REVI510N5 0222/00 5 RESPONSE r0 I'1 02/17/00 . _ 4 ADDENDUM n 02 /09/00 i 3 ISSUED FOR 02/02/00 CONSTRUCTION 1 2 610 SET 01^7/00 1 f ISSUED FOR SID 1221/59 i0 ISSUED FOR PERMI N N /1619 REVISIONS L 2m0. 316 ®Y -]�J,r HS KVC 3GAT M O ID PUB. PW-Q- FIN-C1-4 AN-C1-3 •: 0.0 P411:115 ♦-HZ PLLE PN On ITC -SPNE 30M feS iT)P) 2 -AWE 003 ®'S 12WA M. 37 J?2€ -:/d,S'r ISSUE DATE All drawings and written motetKd appearing herein the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or .Lased without the written nonce. of the Sahey Corporation. • EXODUS • IGCP BUILDING A TUCWILA, WA DRAWING TITLE: ELECTRICAL ONE LINE PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 99212 DRAWN BY: ATCE CHECKED BY: JF APPROVED BY: DRAWING NUMBER: 0 EI.IA PATE RECEIVED DATE/ TIME: CRY OF TUKWILA 7-PARKING GRADE LEVEL ' %2Yi2�iivii ✓: ?;ii`a,� ' % ?�i�`Yii`�i,�lT:�i�`yi%i,c: CONCRETE PER CIVIL ENGINEER REQUIREMENT #4 -REBAR TYPICAL- 3 -1/2" C 2° CLEAR Gie #3 REBAR STIRRUPS AT 10. -0' O.C. VERIFY SIZE & SPACING WIN CIVIL E12 1B 12" SPACING BETWEEN DUCT BANKS CONCRETE ENCASED DUCT BANK SECTIONS SCALE: N.T.S. 7-PARKING GRADE LEVEL CONCRETE PER CIVIL ENGINEER REQUIREMENT 2" CLEAR 14 -RBBAR (TYP) TYPICAL ce 3 -1/2° C (TYP.) 7 -1/2" #3 REBAR STIRRUPS AT 10' -0" O.C. 7 -1/2" VERIFY SIZE & SPACING WITH CIVIL ENGINEER CONCRETE ENCASED DUCT BANK SECTION SCALE: N TS. J L MH -1 0 r . TT, ,1" 4a- -F f -- = rlf 4 �i 1'Ii'� MH-2 H0tAH-3 --.-10 I I�PB -1 O i n l .{ 1FF771 —FOR CONTINUATION, SEE SHEET E1.1C E14 1B PARKING GRADE LE a CONCRETE PER COAL ENGINEER REQUIREMENT z 2' C ( -) 2" CLEA #4 -REBAR TYPICAL 7 -1/2" ' RBTRRUPS fT�" A#31. 10' -0" AR S O.C. ,-7 -1/2° VERIFY SIZE & SPACING WITH CIVIL ENGINEER CONCRETE ENCASED DUCT BANK SECTION SCALE: N.T.S. \1 ,r \ \\ \\ r 1 2- 30,000 GALLON UNDERGROUND 1 DIESEL FUEL TANKS WITH 2" THICK L REINFORCED CONCRETE r J LT MH -1A TO HDP -C TO HDP -D TO HDP -E TO HDP -F TO HDP -G 4) 2 "C- DIMAX SECURITY TELCO SPARE (2) 3- 1/2 "C. 1- SPARE 1- DP -2HA SHEET NOTES O ALIGN PULLBOXES WITH SYSTEM SERVED AT THIRD FLOOR ELECTRICAL ROOM. O2 PRECAST MANHOLES: DESIGN LOAD: TRAFFIC RATED_ CONCRETE: AGGREGATE TO BE PROPERLY GRADED AND FREE OF FOREIGN SUBSTANCE TO MAKE A HOMOGENEOUS CONCRETE MIX WHEN BLENDED WITH CEMENT. REINFORCING STEEL: ALL REINFORCING STEEL INCLUDING WELDED WIRE MESH TO MEET ASTM -A -615 AND BE TIED TO WITHSTAND DISPLACEMENT DURING POURING OPERATION. CEMENT: TYPE 0 LOW ALKALI PORTLAND CEMENT PER ASTM -C -150 STANDARD. COMPRESSIVE STRENGTH: 3,000 PSI AT 28 DAYS. INTERIOR DIMENSIONS: 6'Lx5'Dx6'W. WALL THICKNESS: 4 -1/2 INCH MINIMUM REINFORCED CONCRETE. BOTTOM SLAB THICKNESS: 6 INCH THICK REINFORCED CONCRETE. TOP SLAB THICKNESS: 6 INCH THICK REINFORCED CONCRETE, MINIMUM. PULUNG IRONS: TWO (2) IN FLOOR AND ONE IN EACH WALL SUMP: 6 IN. DIA. OPEN THROUGH BOTTOM FOR DRAINAGE. CAST IRON SUMP GRATING. SLOPE FLOOR TOWARDS SUMP. COVER: GALVANIZED STEEL CHECKER PLATE WITH 4 INCH LETTERING INSCRIPTION_ PROVIDE MINIMUM TWO HOOKS FOR COVER REMOVAL. HOOKS TO RECESS INTO COVER. PROVIDE EXTENSION RINGS AS REQUIRED TO SET COVER FLUSH TO FINISHED GRADE. PROVIDE DUCT TERMINATORS WITH INSIDE END BELL FITTING. SIZE TO SUIT CONNECTING CONDUIT SIZE. TAMPER RESISTANCE HOLD DOWN BOLTS. PROVIDE CABLE RACKING STRUT (NON- MEIAL_IE, <> TRAFFIC RATED PILLBOX 48 "Lx36 "Dx24"W. PROVIDE COVERPLATE IDENTIFICATION AND SECURITY HOLD DOWN BOLTS. .0 COORDINATE WITH CML ENGINEER FOR STORM DRAIN PIPE BOTTOM ELEVATION. 120V 120V (SEE PANEL (SEE PANEL SCHED.) SCHED.) 120V 120V (SEE PANEL (SEE PANEL SCHED.) SCHED.) IN NEW I ti EANNEX BLDG. AT FUEL TANK 1 EUEL ! TURBINE 1 TURBINE 1 FILTER ( O PUMP PUMP L�_I_�1 -_L � 1 —- I J II L_ 1 I—r _ j WIRINGONTROL ! CONTROL .1 I I CO,urow m"RI1:G I REQUIRED 1 AS REQUIRED !!Ili------ - Ililllr [LEAK ETECTION ANEL 1 (FIRST FLOOR SECURITY) 120 VOLTS (FROM NOC/NODE PMM) FUEL OIL SYSTEM DIAGRAM SCALE: N.T.S. REMOTE ALARM (AT NEW ANNEX BLDG_) FOR CONTROL WIRING PARTIAL ELECTRICAL SITE PLAN SCALE: 1/16 " =1' -O" Tf)2 1 ARCHITECTURE GROUP ALf H IECH CONSULTING ENGINEERS A SW wrr.s..pm s....a ma Pena. (4421}06 -e300 FAX (4021W6 -1511 Project j1: 99272 CONSULTANTS NEW ANNEX 05/22/A0 ISSUED FOR PERMIT ISSUED FOR PERRTO3/3O /00 REVISIONS ISSUE DATE All drawings and written material appeomg irerein coretLde the original and unpub!Ahed work A the Sobey C.arp4mtion and the some may not be dupticoted, used or disclosed without the written content A the Sob, Corporation. • EXODUS IGCP BUILDING A TUKWILA, WA DRAWING nTLE: GENERATOR ANNEX BUILDING ELECTRICAL PLAN PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 99212 DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: PLOT DATE / CRYOFNKYILA nME: LA-11 LA -1 v Z 1.61 LA -1 DP -2HA ZL LA-1 : LA-3 IQ I4) LA -1 GENERATOR ANNEX BUILDING LIGHTING PLAN E1.1B SCALE 1/8' =1' -0" 2,4 7 t 22 DP -2HA -2HA XFMR "T -A2" DP -2HA D -2HA 4 32.34 36.38 6 t 27.29 - 22.24.26 31,33 35.37 LA -35,37 LA- 27.29.31.33 DPLB -3 ^8,20 LA- 18.20 ] .. OP -2HA- LA-28.30 PNL LA LA- 1,3.5—" LA -5 LB -3 fd �-LA- 32.34.36,38 21 LA- 17,19,2T-- °: --�, LA -5 GENERATOR ANNEX BUILDING POWER PLAN SCALE: I /8 " =1' -0' LIGHTING FIXTURE SCHEDULE O 2 -LAMP, 4' INDUSTRIAL FLUORESCENT LOW TEMP. BALLAST FOR EXTERIOR AREAS_ (2) 32W. T -8 LAMPS, 120V LITHONIA L SERIES OR APPROVED EQUAL ® VANDAL RESISTANT WALL PACK 10' MOUNTING HEIGHT. LOW TEMPERATURE BALLASTS. 120V, UL LISTED WET LOCATION, 22 WATT FLUORESCENT TWIN TUBE LAMP LITHONIA TWL SERIES OR APPROVED EQUAL C O TWIN HEAD EMERGENCY LIGHT WITH 90 MIN. BATTERY BACKUP, SELF CONTAINED LIGHT FIXTURE. 120V., (2) -12WH, SURFACE MOUNTED PRESCOLLTE ET SERIES OR APPROVED EOUAL ESB -C 1 FSR -n GENERAL NOTES. 1. REFER TO FUEL OIL SYSTEM DIAGRAM P4.3 FOR ADDITIONAL CONDUITS REQUIRED FOR THE FUEL SYSTEM. 2. REFER TO SINGLE UNE DIAGRAMS E1.1 AND E1.1A FOR FEEDER SIZES. SHEET NOTES O JUNCTION BOX FOR 120V POWER TO GENERATOR BATTERY CHARGER 15 PROVIDE 120V POWER TO REMOTE ALARM. O 1" C DRAWINGS. AND WIRING FOR CONTROL, CONNECTIONS TO FUEL TANK PER SHOP 04 PROVIDE 120V POWER TO SUBMERSIBLE TURBINE PUMP. ,5 SEE SINGLE LINE DIAGRAM FOR REQUIRED RACEWAY AND CABLE. THIS DRAWING IS DIAGRAMMATIC. 60 TIMECLOCK CONTROL FOR EXTERIOR FIXTURES: MICROPROCESSOR BASED. ASTRONOMICAL TYPE. BYPASS SWITCH FOR INDIVIDUAL ZONES. SWITCH' CAPACITY: 20A PER POLE. BACKUP BATTERY: NEMA 1 ENCLOSURE. MANUFACTURER: TORK, INTERMATIC, PARAGON, OR APPROVED EQUAL. 07 JUNCTION BOX FOR 120V POWER TO GENERATOR BLOCK HEATER_ 0 PROVIDE 120V POWER TO FUEL TANK FILTER. 1 TERMINAL BOX FOR DIMAX, 6 "X6 "X4 ". ip TERMINAL BOX FOR SECURITY, 6 "6"X4 ". 11 TERMINAL BOX FOR TELEPHONE, 6"X6 "X4 ". 1Q TERMINAL BOX FOR SPARE, 6 "X6 "X4 ". STUB UP AND CAP WITH PULL CORD. iQ JUNCTION BOX FOR 120V POWER TO GENERATOR JACKET HEATER. . _ 17 il. . 1 1 I . 1 . I I \ 1,.1 � ` \ 1 1 \e 1 I '\ 1 '1 \\ i I \\ 11 \ 1 1 \ j ,. i \ 1 - \` 1 1 _. �\ 1 �� 11 \ L 1 ■ —:— /11... i � XFMR "T -A2° I 1_I 1 • 1 I 1 0 1 / 1 1 I I I I / I 1 / 1 1 1 1 1. { 1 I.. I -_: 1 I / 1 1 f 1. -:_ 1 I 1 / 1 1 I / 1 /- Y t I-- I- -- f '. /i I { 1 / 1 1 I 1 I I 1 1 1 1 I { I_. -._ I ._.I I 1 / I I I - 1 1 I I I 1 I I I I 1 1 I / ,:-1 1 1 1 1 DP-nLB3 L DP 2HA "'" PNL LA" 3 GENERATOR ANNEX BUILDING UNDERGROUND CONDUIT PLAN Et_t6 SCALE: I/8 ° =1' -0" UNDERGROUND FUEL TANK PLAN SCALE: N.T.S. ARCHITECTURE GROUP Ell CONSU!_TBIG ENGINEERS war 46.rr.i 4aA ri iwcaOltZ F. M006-1311 Project it: 99272 CONSULTANTS 2 GENERAL REVISION 06/02100 1 NEW ANNEX 05/22/00 ISSUED FOR PERMIT 0 ISSUED FOR FERi'7IT03/30 /ID0 REVISIONS ISSUE DATE M drawings and written material appearing herein cons.e the original and unpublished work of the Sober CarpomFm d the same may not be dupkcatcd Ss used or cclosed without the mitten tent of the Saber Corporation. EXODUS ® IGCP BUILDING A TUKWILA, WA DRAWING TITLE: ELECTRICAL PLAN- GENERATOR ANNEX BUILDING PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: B9272 DRAWN BY: CHECKED BY: APPROVED 5Y: .D2GUO /DS PLOT DATE/ TIME: rTVc nF A REMOTE RADIATOR W/ FAN SPEED — — — — — — — SWITCH (TYP.) I (r III (N) 1250 KW (E) 1250 KW GENERATOR GENERATOR (N) (E) 1250 KW GENERATOR ASCO PARALLELING SWGR LEGEND: NOTES: DGP REMOTE RADIA W/ FAN SPEE SWITCH (TYP.),( DATA GATHERING PANEL DIMAX GI20 DIMAX NETWORK WIRING CHANNEL RS -485 OR MODBUS BINARY POINT WIRING CB CONTACT oil ° GENERATOR 52 /o GROUND FAULT CB GENERATOR OUTPUT SWITCHBOARD CB CONTACT 52 /o (TYP OF ALL CB'S) CB 480 V MAIN SWITCHBOARD 11 III 1 L III, 1 rr- 1 1 111131201111 TT- TTTTTI RS -485 LEAK DETECTION SYSTEM TO OTHER UPS MODULES roil-- SUM MARY ALARM UPS ON BATTERY 1 n~ TO UPS 1 1 I � I }- -F- — I— — — 4 — 1 L I o I LYE °-I 52/a �F 52 /a L UPS PRIMARY SWITCHBOARD (HDP) IA T-t1 ENGINE GENERATOR STATUS SIGNAL DIMAX TO SUBMIT COMPLETE POINT -TO -POINT WIRING DIAGRAM BASED ON THIS BLOCK DIAGRAM SHOWING ALL INTERCONNECTIONS, EQUIPMENT TERMINATIONS CABLE TYPES, DEVICE QUANTITIES, AND COMPLETE I/O LIST_ MGE TO SUBMIT COMPLETE POINT -TO -POINT DIAGRAMS Q PETERSON POWER (CATERPILLER) TO SUBMIT COMPLETE POINT -TO -POINT DIAGRAMS ENGINE GENERATOR (TYP 1500 KW) NEMA 1 ENCLOSURE RS -485 rCOMMON ALARM POINT °iFo-- 1 GENERATOR RUNNINGO-11 ` � I GEN BREAKER POSITION°iFo-- 5 -485 3 SPARE INPUT POINTS DRY CONTACTS -fl 1 BATTERY CHARGER ( 2 PER GENERATOR) 1 AC FAILURE — CHARGER FAILURE c-I14— — HIGH BATTERY 0-1Fo— — — J LOW BATTERY — +- — — — CIM- .1 LOW COOLANT TEMP LOW OIL PRESSURE o-1f- SYSTEM NOT IN AUTO o-IF°- — — — jl HIGH COOLANT(PRE - ALARM)° -IFS — — — JJ LOW OIL PRESSURE -]I-a- — — — OVERCRANK 0-1k— — OVERSPEED 0*0- — — — HIGH COOLANT TEMP °-11-o- — — — EMCP DIAGNOSTIC FAULT 0-1Fd- — — — RELAY INTERFACE . DIMAX NETWORK WIRING rMODBUS A CCM TO NEXT EMCP II AND ADEM II (UP TO 4 PER CCM) IMO 11sii MENU ■•U• SIB.■ NOC MONICOM ICL 4300 MIA IECH CORRECTING ENGINEERS frrr1.1 .4: rsrsas¢'- vucC!uaH3c -ssrr. Project #: 99272 CONSULTANTS TYP. FOR EACH UPS REMOTE ANNUNCIATOR SIGNAL PANEL (UPS) REMOTE STATUS ALARM PANEL (RSP) (GENERATOR) 0 MODBUS A 0120 I RS . 485 —' TO PMM SYSTEM CONTROL CABINET (SCC) 1 OFFSITE MONITORING BY BTECH — WIRING BY BTECH DIMAX NETWORK WIRING PC ANTITY AS R.QUIRED) RS -485 JSB SUMMARY. RJ -11 ALARM I I ALARM BTECH PANEL (BATTERY MONITOR) TYP UPS ON BATTERY "\-1 / I I TZJ L — TO PMM 1 UPS MODULE (TYPICAL) 1 jri I TO NOC PC 4 -PORT RS -485 HUB RS 485 0 -� TO OTHER RS -485 NETWORK -- — 1 STATIC 1 SWITCH STS TO NEXT STS (TOTAL 8 MAX. PER NETWORK) A RS - � 4 485 RS TO NEXT PMM (TOTAL 20 MAX NETWORK) TO NEXT PMM (TOTAL 20 MAX.) PER NETWORK 5 — SUMMARY ALARM 5 PEW AN 05/22100 ISSUED FOR PERMIT 4 REVISED AS NOTED 05/05A00 PENDING UPDATE 0449/00 3 ISSUED FOR 02/02100 CONSTRUCT /ON 2 BID SET or/6/0 1 ISSUED FOR BID 1212V99 0 ISSUED FOR PERMIT12/16/99 REVISIONS ISSUE DATE All drawings and written material appearing herein cosatitute the original and unpubSshed work of the Rattly Cotpmotpr and the same may not be &skated. used aC "dsdmxd - without the written concert of the Sob, Coipap6m, EXODUS'` 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: SY5TE71 t1ONITO t,k •, DIAGR48 t PLOT: PROJECT NUMBER- 99272 DRAWN BY: CDG CHECKED BY: SC APPROVED BY JF TYPICAL FOR EACH PANELBOARD PMM POWER TRANSDUCER DRAWING NUMBER: 3)210,hi, w-inc PLOT DATE/ TIME: RECEIVED CRYOFTUKWILA '',