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Permit MI2000-087 - MCLEOD USA - GENERATOR AND FUEL TANK
City of Tukwlla (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR 102304-9068 3311 S 120 PL NSFR MISCPERM 001 North: 125 Fire .0 South: .0 East: Sewer: VAL VUE Slopes: N License No: MAMORC *190N6 MCLEOD USA 3417 S 120th PL, TUKWILA WA 98168 SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 ADAM KUEHL 8702 MELROSE DR, LENEXA KS 66214 M A MORTENSON COMPANY PO BOX 710, MINNEAPOLIS, MN 55440 k**•k**kkk*k* *** *k* *•k *• kit *•k *•k*k ** t**** k• k**** k* k• khkkkkkkk* kk •kk* *kk•k *kkkkkkkk,k*•k*k* * *k*k Permit Description: INSTALL OUTSIDE COMBINATION 1000KW GENERATOR WITH 1800 GALLON FUEL TANK. *k•k * *k *k* *k * ** sir** k**** k****** kkk k* kkk****• k** k** k**- kkk•** k• kk *k•k *k *kk *k *kkkkk *k•kk*•k*kk *• Permit No: Status: Issued: Expires: MI2000 -087 ISSUED 05/11/2000 11/07/2000 Occupancy: UBC: 1997 Protection: .0 West: Streams: Phone: .0 Phone: 913- 492 -0400 Phone: 425 -895 -9000 Construction. Valuation: t PUBLIC WORKS PERMITS: *tNeter Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side :ewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: 75,000.00 Meter Permits Listed Separate) Eng. Appr: N N No: Size(in): .00 N N Start Time: End Time: N Cut: Fi 1 1 : N N Start Time: End Time: N No: N Private: Public: N N N Private: Public: k** k****** k*• kk**•* k* k' k' k*** kk***' kk' k*' kw** k* kk** kk• 4kk' k' kkk**** * *kkkk'kkkk *kkkkkkkkkk•kI*'kk*, TOTAL DEVELOPMENT PERMIT FEES: $ 1,210.65 ** k*'***' k**' k*****' k** kk* k'k *'k'k'k *k*t *k'k **k * *k'kk'kkk k* *'k' k*' k *kkk *k'kkkkk'k'kkkkkkkkk'kkkkk k � ♦ r Permit Center Authorized Signature: Date:.,�? I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing th1z work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p Signature: Print Na me:, -J tj, _. ?Q t' This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Date: 6:/5";'0.40 if the work is not commenced within if the work is suspended or abandoned inspection. i§ !:2 ddress: Suite: tenant:: Type: M1SCPERM Parc41 #: 102304• - 9068 CITY OF TUKWILA 3311 S 120 PI: Permit No MT2000 -087 Status: ISSUED Applied: 04/21/2000 Issued: 05/11/2000 '. k•k*h k***• k******* k* k• k*** *****&****** k***** • k*•**• k *kk * * ** *k * * **'k44 * **•k * *kk4,kA Permit Conditions: 1. No changes'will be made to the plans unless approved by the Engineer and the Tukwila .Bui lding.;: a:4.v,isian. . When special i nspect i o“s . r•e+U i red . ei,ther _.the owner, :architect or eng.i n'ier' sha l l notify the 1 ukw ij a; Building :Division of appoin'irrnent,of the inspection agen'tt'e,s prior to the first bui:iding inspection, .__ Cop.les of el 1 special ',inspection Xre port ha11 be submitted to :th,e` Bari ldin'g, Division /.S'n ;i timely Manner.; .Reports slia11iuontain address, •project���rr tmer, Oern i t numbe "r 'band , type df z-i nspect i ors beirtig,, 'perfor,ned. • . •. The special i nspegtor shat 1 submit, a► final signed report stati,'n•g° whether the wprk...`rtquiringP special inspYoct1o•ny was 'to t l bes. of the inspedtor's knowledge, in conformbnce `w1 tai r p ,.r O od plans and specff i"es t i ons and the app 1 i C+sb.l e •work sn h i O) prov i s i uns: of the UBC . ` Sui ede3,preperstion.. inolud1ing dra'insge,_ excavation, ccc�'mp, ction, and fill roqu,irzement shall conform strictly"with'; rrpommendo:tions:yiven In the soils; report.:. 5,. A ;lconstruct 4n to be done in donforranae' with approvod L, p i s and•''roilu i r ements of',. the Un i•form Building Code' t 1.99/ y E f'f i of) 'ps emended; Un i,f or ►n Mechen 1 ca 1 Code (1997 Edition) a4;Wash 1 ngton 5 tert�.et. Energy Code (1997 :Ed i is i on) , Val, .d i t af Permit. ` The issuance of s .permit or approval " o :p1019, �pWfIcations, and vomiutat+ ions shall not,be con« str`u� i�. to bei. s2i,perrit for, or an� approval of,. any v #o°tatinri of atij .. of.., the provisions of the zbu i t d i ng y code or.' o f any '; -,';> other - ordinance of the jurisdietiun. ' No ',permi.4 presumin9..to give vut»ority to' violate or cancel the, proviasions,=af th.is: code sha�11 by ,�%i i i d ` ,:. E l ectr i aa.1 peri 4s shay 11 :,.be obtained through they' Wash i n9ton .state. DiV:14``' on of4.L bor a►i"d �yindustr�lt B'ra'nd a11N e1ectt�;1'c�e►1 work will 1 1 $ E1,nsp+ cted by t���e_t agenuy.. (248-6630). i4 Ft' 9t ti CITY OF TKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: �Co �e� , I Description of work to be done (please be specific): 741574 44 ©a 75 / L C o d' v1 e■. ,/o od frw 9en.Ut., Value of Construction: �,3 co. Site Address : 3 / S�. / r�� �, Cit State/Zip: .ff . _ Tax Parcel Number: , Property Owner: Jc� • l e !,;. • — U Above Ground Tanks Antennas/Satellite Dishes Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housin•eplacement only ❑ Parking Lots ❑ Retalnin�Wails ❑ Temporary Facilities Tree Cutting Phone: ( ) 241 - • 700 Street Address: • / , L • �V i City State/Zip: Fax #: 6) 2$'2, Q 9‘.57 r ::::= 464141_4415.0 0 Sewer Phone: ) ,77 _. c/a Street Address: City State/Zip: Fax #: (204 ) Z7 7, a/' y / Architect X.- Phone: (9/3 ) y 92. ©yoo Street Address: o Cr ItiG ,. _i_..S e. AM i'. 1.,.._ City State/Zip: Fax #: (9 ,13 ) ��2 22 yo Engineer: C o C r Phone: 943 ) q e y Fax #: (56-7 g 7z, ? Z ya Street A 0 :out_ /tie. I YE. p 24 McL12oSt Dig Ain,A City Stat 6 g: y ;, Z,/ Contact Person: Phone: (9/J ) // 9 2 0 `boo 7 /L 7 Street Address: A L. 'tie, �d Z M S �. t~ se dts A�^.,�� / City St to /zip: ,��, S. G2I Y Fax #: (9/3) '� ys �� yo � r MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): 741574 44 ©a 75 / L C o d' v1 e■. ,/o od frw 9en.Ut., itv 7i °1 -k , co/74 h /, goo 8A �li1 G �,9'''i�� aye -�t.,n. Cx d pe , r�.-k, �s Will there be storage of flammable/combustible hazardous material In the building? ❑ yes $ no At�tacchh list of materials and store location on se a� r�8 1 /2�er lndlcntln�c uantitles & Material S� Data Sheets Phone: — U Above Ground Tanks Antennas/Satellite Dishes Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housin•eplacement only ❑ Parking Lots ❑ Retalnin�Wails ❑ Temporary Facilities Tree Cutting Address: APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Channelization/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt N ❑ Water Meter /Permanent N� ❑ Water Meter Temp N ❑ Miscellaneous LJ Curb cut/Access/Sidewalk U Fire Loop /Hydrant (main to vattit)l : Size(s): ❑ land Altering: 0 Cut,_ cubic yards 0 FIII cubic yards 0 sq. ft,grading/clearing ❑ Sanitary Side Sewer 1: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Sings): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /Sta a /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Address: City /State/Zip: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules, Expiration of Plan Review • Applications for which no permit is issued within 1 80 days following the date of application shall expire by limitation, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once, 9/9/99 raiscprar.doc Al I. MISCELLANEOUS PER - APPI /CA IIONS MUST 111 SUBMITT WI THE FOLLOWING: ). ALL DRAWINGS SHALL 13E AT A LEGIBLE SCALE AND NEATLY DRAWN SIft.PLANS ► ITILITY PLANS ARE TO BE COMBINED 1 '✓.$t ' .�.' ',,• .1 4` •h �• ..,V ■ • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) OAbove MIRMII AI'I'I I( n1ION AND RI(1tIIRFt) ( III( KI ISIS IOR PIRMII RFVIFW Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2 :1 Submit checklist No: M -9 OAntennas /Satellite Dishes Submit checklist No: M -1 ri Bulkhead /Dock Submit checklist No: M -10 ❑ Commercial Reroof Submit checklist No: M -6 ❑ Demolition . Submit checklist No: M -3 ri :Fences - Over 6 feet in Height Submit checklist No: M -9 ❑ Land Altering/Grading/Preloads Submit checklist No: M -2 ❑ Miscellaneous Public Works Permits Submit checklist No: H -9 ❑ , Manufactured Housing (RED INSIGNIA ONLY) • Submit checklist No: M -5 ❑ Moving Oversized Load /Hauling iv... ., Submit checklist No M -5 ❑ Parking Lots .1,1, . Submit checklist No: M-4 D ❑ Retaining Walls - Over 4 feet in height Submit checklist No: M -1 Temporary Facilities Submit checklist No: M-7 El ..__r_. Tree Cutting Submit checklist No: M -2 ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the, proporty owner authorizing the agent to submit this _permit application and obtain the permit will bo required as part of this submittal. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY 81' THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING 0 OR AU MORIZED Signature: Data: Phone :( '277'8/8/ Address :ii tom, 9/9/99 miscpar(daq u •1. 'fir +' .p vK .+ M• 44 .'�!s ••4 " ' . • L1IR�..)h • t • • r. fM'Y k 1t4A A4*A**.VAA*4Ak*AA #1* k *t ***Ick A *A "I4!1**4 cir t UcwtLA WA ;40c1.- OS` kA*1** *A *t***kk*,A * *AAkitkA * *ktthkr*A*Ah *bkAA * N 3MXT Number: R9800283 2t:#: Flmountz tt921O 6, 0!1/15/00 10 :31 yment: Methods t:t4I Ct: Notation: tit A t1OR71:USOt !nit: NEFt pertqit No: tM12OOO•010 Type: M!St:Pt;kt4 141 CtiLLAtll:OIJR• PE:ttMti Parcel cel Na 102304-9060 Ite Addrt sisc 2111 13 120 PL Total roost: 1,210.45 Payment /9210 65 1`rtvi ALL Pots: £,210.6. 13 M l dMtt1 t .O(, * 4* A** *i4 * * *k** *4 *d **ih4*Ai.*Ah40A *4 #44.444,4 1.10.0 * *k*A# *4A044** tt Is tl tt. y ni is {t e Description 0U313tNO • RED PLAN CHECK - R 13 STATE UIRLL ?1..311 1JUti ;CHAPL E Amount 731.00 475.11 +M'I .s s a1 is at 11 t• it is 11 tr M tit al ti s +r at t• w • at M tt. t• 11 at M t• +• • • it hi H M t* •I. NO a• r t* Sit it t. s It ad t• 1 INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 _020o9 -*VT PERMIT NO. (206)431 -3670 p 0 ect: .. . Eats T . • of spection: i / _• Address: 3S / I- S /7o ' ',.'•r". . .: i l y u Special instructions: Date w nted: 8 oo a.m. .m. Requ ster: • 0 : /y '7 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Pog.r. A-,&1: F'&44 Sr04 c./#44' , /A(J• (7o4.1 0 $47.00 REINSPECTIOW FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, CaII to schedule reins ection. Receipt No: Date: 'a;-X!.' X•fn.Vynn, ,wn'I'LT t. w+V" City of Tukwila Fire Department Steven M. Mullet, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No SLE Project Name Address c Retain current inspection schedule Needs shift inspection Suite # .r.— h,_, Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 5/0 Authorized Signat re INALAPP.FRM t Date 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•57S•4439 • cia GIORGI SUTLER ASSOCIATRR, INC. Ingin..M • A?s ffite 4.1'4, "it ....::1. LW... 71'114.4621 Project Name: Date: Initiated By: With To m: Phone Call Project Record v1cLeod - Tukwila Project `n.: 8952.15 4/13/00 Time: 5 pm Keri �1cGIII Kris Weller. Earth Consultants a Memo a Meeting .lab She Visit 1 called Kris Weller of Earth Consultants. who provided the gcotcchnical recommendations for the original project. 1 asked her if the new screen wall would need to be supported on riles.: is stated that if the wall is more than 5' -0" from the building. the screen wall would not ha% a :0 he supported on piles. 1 told her that the wall will be more than 5' -O' from the huildin . She stared that the screen wall footing should be supported on 2' -0" of structural till with a soil hearing capacity of 2500 pst. Copies to: .. Original to Pile Principal -In- Charge z Project M1una er Field Observer Consultant i srZ ■43::i rr. 1011111111•11, .111•1•1•1111M Adam Kuehl a Owner ® Contractor Job Site a Supplier Other Chuck Rauch Donny Brandt Cun Wa ne;r MOIIVIED CITY JL APR 2 1 2000 PERMIT OENTEr Job No Date 2/-4 i /00 GEORGE BUTLER ASSOCIATES, INC. 6v :4.1.--01/1 r •. i■JL = L; 7.4J 1, 06 (1.1 Y1140, r�. = Y/1 Jj V 24; IZ4 /VI C-L-L - / ..k i,M! lc c7p C41P s , )100,34 1.t g a Z% 3,d •r�? y O, 1 Z. crtIo r+I,J D. C4 T 1.4i 2...S Rea O. 2..E44.tvm) o ( .rty m4) 0)14),0 RECEIVED CtmA APR 2 1 2000 PERMIT CENTER Z (y) zei, Z �-- 1,74/6)/,12- I l.. /Iv 4c-tik.) Oor Z*401):: Z 4/ZS 4-14 r114, = 405 9 c i si)(2-n ) + 1 p (z'X4'X � ��� *2. It 01Oi-,�'f - CIO) 0) 7,taZ.$ 4' C.51 skial►. = 140n _0 1 -7Z l • s - .::./nua au 1 L.Cn ∎4550CIATE . t.'w Th ..,.0.'/491,E 9EvO1'VG MOmek.T? No Date • 12E.4 = ?'' vac: ,.NlN31233 -.3 _JE3 ar'kir r3 4 Amerce : r a ;,.5;,; ; :+5• e* a :: SS. A M9009 i9 . . t • LE19./ MME ' 2t•A e 9h :. 1 '1.D9.i '•7''!•. P!ctect <.d 8v ES• 30000 kg. sag 13C s t e m = 1 ' 2509, At4ES.EM‘: 26.7 rM.a 1 166r M=+ 249 p • SI M 'a 9 ! •4 ., 48 i C5 1 ^- 034 294, :.:29't.391 C. 2 t 421 71 C.929594348j 4314 1 4246 ' Es 4c C 06 0.02' 3' 2 : :35229 C 23i 993 C 9226663681 4eis1 ! 1262 14 .10 32 0.375 0.3=* 64: 2.343"99) 7.36629.11 0.914260545o 6061 i 42� 7`� as ad/ se 2. -7® 0,02'1:4 - 243361 11.2596991 C.9124231325 3 1 AS I 6515 •S r'i/ sC 2.097 0 .OG2 -2•:• 2.23431 11 0.2197131 0.906762491 6901 1 7/1 t •4 .d► 24 C.1 I O.C:.:' S- :.2593991 0.21383: 21 0.903896071 1652 1 5265 .a13 its s6 0. 11 - .-C24 9 ::542291 C 2999 t 1 C 9000300211 0954 I 9053 •5 qv 32 0. 1 ' 6 O. ^0193' - 267/431 C 906522 0.897825766 0968 9522 r•6 ..i+ 4C 2. 1 72 J tC.CC281- -'2071 .. 3230581 C 892214c5,1 5252 • 27•0 184 To . 4 0 / 1 0.C2720' ::4'.'91791 C:2400251 C 0966550051 6579 I • 2161 •" 'Id 44 Q ' 2.2-322' - 2473991 ^ 24CC25 2 0866350051 b529 1 12161 • N 14 C.! a . • 0 14- 0.0 329 2.:.90 161 0.003629 2 296350 0.344498 0,0661 7075: C.353007113 8822041941 6613 1 *2546 6156 /3212 a? 02 40 -.03392.1:_t, ICS! 1 QI O 2f9242i O 078239071 19 S? ! t sSS�. a tal 40 • 0.0 -433' 2.' t 6 - .371197110,0•79676317 '''OI 1 310 • Lain• - .13 460°' ^.' 2,970 0.3944,38 0.661513 ' 411 -430 1 1 7472 0,225 3.00492 * 2 121398 0 397111 t 0./673.1701 "'41113 1 "'1146 ' - - 6 2.' -7 .4.• O -4 0-06 646721 -517 . 1 443 ( ' r L r K I ' -. 7 %IIC��11111111 - 1:41 "- t A06 -. - 474' -.I7 I -.4 • -6 3 :4400- 0,442136M8l-14- - .O 4793306 0.0 33331 1 -607 1 10741 t OtJ •71' 24 . -Oa- a 2 a/ 1.7 I,1IFla _Its' 12309 1E6 '4116 2.007211 • '4-193717 0..17339 0.04733353 1 1406 2, 575 96 Idl 34 0 --464 - 23- 76 0.4066 5 CA127781701 1 $041 ! 30360 EIMIIIMII mil • • 6 -.029 43 .62799 -. 00341 0.070552037 1 91 1 1 34171 3 92 0.+ • 2 41 ? 34 72.^. 0.554401 S 0.3 1 061 502 91107 1 44121 a4 .ti/ /I 0 4 . 4 44741 2 32 433 0 573433 0.00005 553 1 ' -059 1 ARO 1 S a7 • 0 Q • 0.0' 941s9 2•5255• 1 C 636549 0.7V 1 1501911 ' "'"50 1 41 100 ail uN O 1 1 sue^ O.0 l• • • :.6.1 '2201 0 672073 0.775700.45 • 1 320 1 14063 a• •N e 1 a 0 -721 -5 2•573•I141 0.71 125 1 1 0.76291 621 I I • • TAO 1 04642 s SINcnsloutrbutlaanq mu.xls X Z (560.1.. sra s) 4c) Uo DEWED OF TUKWI "A , 11 2000 PE AMIT QENTEP Page±.01 GEORGE BUTLER ASSOCIATES, INC. Job No �: ! ,1�. !►�..r'�� • 1 M.s✓J I I C\ Date _� ! i�OC7 14•L.M C-' d 8v 2c='S 44: 2.42.3.44‘ —4.4•44 CIA" 450/ & <4y7(1) .100 &lc° -at 4SP lasc ear") , We, dotleJ e 242-S Zoo a zc � ¢J I ,(1I )'/ '-21121'5 Ma arc. :.cxv > �¶ 7f:A i1 tat b 11 A, A sr e ms: 04 1/4) 01=1' 11,7) fs26'? 1� ,03 iie.P1-- 71.,..22A (-1 Coca L b77723.3 a oo z- 1.33 - 0,0c03 _ 'P164 6 iii) s Aq(12."-Y 21;s9 AZZ o.00ieliz " , 0.52 „72- s, w, 7' J & 12. 'i"-4- a = 0, i : (7 z or ; Jot) No.. et-r-.• G , t A4) Date 4/ /°C) GEORGE BUTLER ASSOCIATES. INC. Sv C-.% a .748L. 0F ‘. dxn-s- Jrs 4Ei .,'-i v ,/„,;, ,544 -row r • 1. 1 L, . 'fZ,�,�c!►J �L~ DT, i.,.. ILS ? 2."r JA-LL Qvt...� ,�.'.` • jir z 81110111VID QIYY OFTUKWIIA APR 2 1 2000 PERMIT CENTER of r..... ...,... - sf," • • 8' -0" 8' -0" • FILLD VERWY) 14,,,,•••■••••■••••••••••••••■••••••OPIIIIMPIPOMMINNIMO 3r -N" GENERATOR PAD Vi/ (8) PILES, DRIVE TO 12 TON CAPACITY 11 3/4" CHAMFER (TYP.) io E8 0 12" ACH WAY ISOLA. JOINT W/ 1/2" EXP. BD, W/ REMOVABLE CAP& SEALANT (TYP.) EXTERIOR PAVEMENT REF. SITE PLAN tI1 #4 STIRRUPS 0 12" (TYP.) 44, (3)—#5 BARS T & 8 (TYP.) s"v+ Ica Ir:N1.t_ 40 ... S1L. PIPE PILES PER GEOIECHNICAL RECOMMENDATIONS W/ CAP PLATE. __ VARIES — SEE PLAN NOTE: VERIFY PAD DIMENSIONS W /EQUIP. MFR. 8ECTION le GEORGE BUTLER ASSOCIATES. INC. at % l-im Job No '✓,{ ! SL+ /< Date 4H /°4) I2' -o'' 1 IVIG.Le4 - '�,KkAh 1C4 viALL a ..» ZS/1%1A 6z.) L..kADr2 cam. - -1-2145 Takirs =it Pr' poi ov. ,t,(D o.0 €32" iqe7 -7 Jac ;Nies ta.0 ucip I La" 14 zoo, 4 y Q ,s?." O,G, .-4LT, LSG. \2. NeoeIVRD CRY OF TUKVNAIA APR 2 1 2000 PERMIT CENTER �-C•C� 14, 1.44? IA N ZPc4t DEG Cf GEORGE BUTLER ASSOCIATES. INC. Job No. Date /7/3/ G A '�"A- •.-c -,c1- J1 JW%7 7 c -= -r 7-/ L e. �.. � c 607.- I= C.. 7 4-/- 0 7 '';-=.7"1: +4S, TD Ggk e . frig'; =P 7,.,2.) pt.) p,,m S- "'" ( 2.6d 10') tS. ose z;70 * 2 p tg..4 SNo v-) = c? qSe k 4400 e•, 05 �?_'� MY., A J 12 "e .130yr;-. MitiAry : 71 )4...;4.0 MA.y: (/ of 7;:o ) • ).) - :Z. kicc-- &zM ZS= ; G. rJ 62 4-jv mil.., = , I ( 3" dPR 2 1 MOO 0 ;O Lam):+' .AZ ~ 70? 4- 1 ! `'ra 10 ITCENTER .-i +' = 1 �, " i\A ppAc‘c. r-7 1.!-- (VIAL"at, IS7,3 la)* ,�:. + :LT= k ri � , 1 a§ 1 t 'title : Dsgnr: Description : Scope : Multi -Span Concrete Beam Date: Job # General Information Description ; 60.000.0 °st ' c 3.000.0 osi Concrete Member Information Span Beam width Beam Deotn Erd Fixity .etnf• Cer:er Loh Right Loads Page 1 : :ans Considered Continuous Over Supports ACt Dead Lcad Factor 1.40 S: quo Fv 60,000.0 psi ACI Live Loan Factor 1.70 tt 10.08 in '2.00 in 1200 1'+neeJ t' a tstn.'•i ♦ �f..w 11$ In :di ttf•un :.0 00 00 0.00 0.00 0.00 0.00 0.00 0.00 Iltt:n:J • Panned Pinned • Pinned 0.00 0.00 0,00 faired • Pinned 0.c0 0.00 0.00 0.00 0.00 0.00 t;sea t',19frd 1'•nned • Pinned 0.00 0.00 0.00 Pinned ' finned Coma Lou t.rie Loa° Results k;ft krh !,!max Icy Cntr fix! Mn • Phi .Max fir Lott End Mn Phi Max Right End Mn' Phi Shear f+ Leh Shear Right i7L loft h loft loft k•tt loft k.tt k k Reactions & Deflections ■.i 1 : 0 0.0 0.0 0.0 '3.0 0.0 0.0 5.04 :.00 0,00 0,00 0 00 0 00 0.00 0.00 1t 4 0.0 0.0 0.0 0.0 0 0 0.0 0.0 00 30 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0,0 0 0 0,0 0.0 0,0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2,82 2.00 0.00 0,00 0 00 0.00 0.00 0,00 212 3.00 0.00 0.00 0.00 0 00 0.00 0.00 411.*ft LL GP Leh Total Left DL * Right LL tfD Right Total @ Right Mix, Deflection x Shear Stirrups Sttuup Meow Area Spacing 4 Left SoacingL .2'L Spacing r ,4'L Spacing 0.6•L Spacing t4+ .8•L Spacing 0 Right Query Values Location Moment Shear Deflection k k k k k in 11 x v4 9 CO 2..2 2 :2 0.20 2,02 '0017 ..Ju :.00 00 CO : 00 000 000 : 00 u.uu 0.00 0.00 0.00 0,00 0.00 0,000 0.00 u.uu 0.00 0.00 0.00 0.00 0.00 0,000 0.00 u.uu 0.00 0,00 0 00 0,00 0,00 0.000 0.00 u,MU 0 00 0.00 0,00 0 00 0,00 0.000 0,00 In In In In In in in Z20 999.00 999.00 999.00 999.00 999.00 999.00 1983.97 t:N RCALC It k•h k in .20 300 0.00 0.00 000 0.00 3.00 0.220 0.00 0.00 0.00 0.00 0.00 0.00 0,220- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 vat, 0.00 0.00 0.00 0.00 0.00 0.00 u. 0,00 0.00 0 00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.000 0.000 0.00 0.00 u.aau 0.120 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6, 41/ 4.4i .0 i 11 .VU 4.4 ' .ti0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0000 : 0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 RICENED CRY OF TUKWILA APR 2 1 2000 KW.06017 c. }T1 P K rFi 99 7 pr 1 1 § ffi al r■._...t .�..�. +1 , Idea .,..... _• i ! k. •G , •1 Title : Osgnr: Description Scope : Multi -Span Concrete Beam Date: Job General Information Oescrlotlon Page 1 II 60.000.0 psi `C 3,000.0 psi Concrete Member Information Spans t,onsldered Continuous Over Supports ACI Dead Load -3C1or Stirrup Fv 60,000.0 psi ACI Live toad Factor 1.40 1.70 Soan Seam :`/ din Seam ire ::h Enna Fit::'; meld. Ci..3. aft Loads Deaf Lead Live Lea: Results ft in in 2.00 8.00 16.00 16.00 36.00 36.00 free • Pinned I'uu4d • Pinned 3.00 10.00 36 00 1''ltned 8 00 16.00 36.00 14nnrd • Pouted 2.00 16.00 36.00 Point • Free 11 1itln29l ,111 401t 11 •1t1n; •1 ,'1 alt. .t..1 rt: •+ ' :� 01.11'111111W 11) 4111 1111 t111: '11 19.3111 11 1) 'isln201 1.41118 H.(1111111/ : 31111. ,1•011.1 :,11 :.•111811v1ul:ru . X110111.yiin.(u 2! nil 11in2Gt :.4111,111.41111 :'u :PH!. 11• t.f u :11111111' 11f11:(rl 2.4i tin (1!1.1111 :n1 : <Ii11 �o 0.00 00 0.00 ::0 0.00 PuuhJ . i -•rd i : I • f4ntud 0.00 0.00 0.00 Pinned • finned kilt k /ft 2.62 2.62 4.62 2.62 2.82 Mmax .4 :r :r Mn • Pni Max rfP an Er: Mn•PNI Max 1jl P'gnt Er: Mn • Phi Shear ill Left Shear :¢' might k•tt ff k.tt k•t k•ft loft k•ft k Reactions & Deflections 0.0 0.00 120.5 0.0 137.3 .7:3 1 37.3 0.00 7 34 15,1 3 52 120,5 .7,3 137 3 •22.0 137,3 12,04 16,51 7,3 •t 00 120,5 •22,0 137,3 •22.0 137.3 14.67 14 87 15,1 4 48 120.5 •22.0 137.3 •7 3 137.3 16,51 12.84 0.0 0.00 120.5 .7,3 137:3 0.0 137.3 7:34 0.00 :.o :0 J0 :0 0.0 00 a0 : CO 300 4 will Tc:aI ' 6111 ZL get Lw ,w : yet Total ;P P ynt Max. Cite lctlon ;; :. a Shear Stirrups k k k k in ft J, t4 4' 0.00 V 0.00 0.00 14 41 14,41 : 22 27 0,00 ht 4ilr 0 00 14,41 y�J'22,21 0,000 4 .0.001 0.00 0\tW 368 e2 ! 0.00 22.27 22,27 0.00 22,27 .0.000 4 00 Stirruo''*Par 44 Spacing , Lo" Spacing 4; 2•L Spacing 1 •t•L Spacings 6•: Spacing t. Spacing aigrt Query Values In2 In In in in in in 0,220 099.00 099.00 999.00 999.00 999.00 999.00 u,220 999.00 999.00 999.00 999.00 999.00 999.00 ,,•a0 999.00 999.00 999,00 999.00 999.00 999.00 0.00 22.27 14.41 0.00 14.41 •0,001 4 32 It ,120 099.00 999.00 999.00 999.00 999.00 999,00 1 1 . :U 0.00 ::0 14,41' : :0 0,00 1,, : :0 0.00 ::0 0.00 0.000 C CO0 2.00 ..o 999.00 999.00 999,00 999.00 999.00 999.00 :0 : 30 :CO :.00 .1JO :•o a Location Moment zi hear Ce'Iecrcn 1983.97 : loft k in 0.0 0.0 •0.0020 u.uu u.uu .7.3 '22.0 12.8 14.7 0.0000' 0 0000 .22.0 16.5 0.0000 0.00 0.0 0.0 0.0000 10 : ') 0 i::CO 1 1 0,0 0,0 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0,00 0.00 0,00 u. i u.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.000 0.000 0.00 0.00 u.a2u u. 20 0 00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 u,09 u.00 0.0 0,0 0.0 0.0 0.0000 0.0000 CITY OF ITUi:VVILA APR 2 1 2000 • ;'106:' 7 32. fe �1g51AitingJ7 °§ sr• Earth Consultants Inc. -41. 1 .. tort 111111.1.1dt :A ...fS 1 r1 ttJ glslq ialvIttwlhliiUfU S1•IP1111ti14 January 6, 2000 E- 2579 -27 Mortensen 1633 West Calie Zuniga Green Valley, Arizona 85614 Attention: Curt Wagner Subject: Reference: Dear Mr. Wagner: Consultation Proposed Tenant Improvements 3417 South 120'h Place Building 2 Tukwila, Washington Earth Consultants, Inc. Geotechnical Engineering Study E -2579 dated May 23, 1985 Earth Consultants, Inc. Pile Installation Observation E- 2579.4 dated August 26, 1985 We understand a new tenant will be occupying the building and improvements are necessary to support a battery room with floor Toads on the order of seven hundred (700) pounds per square foot (paf). A generator will also be added outside the existing building. The existing slab is pile supported and designed for two hundred fifty (250) psf. Earth Consultants, Inc. (ECI) provided the referenced study for the construction of the existing building and observed the Installation of the driven timber piles. Our borings for the referenced study encountered thirty (30) to thirty -five (35) feet of loose sands and soft to very soft silts and clays underlain by dense to very dense sand and gravel to the depth of our explorations. Groundwater was encountered near the ground surface to approximately three feet below the ground surface, .. • , , 3i! , ~ ace Mi., Suite 201. i ellevt,e. :v. ei..v 42!) 41.31 w4 • wl 4 IM1Q1IVQD CITY OF TUKWILA APR 2 1 2000 PERMIT CENTER Toil Free (888) 774.867 0 Mortensen January 6, 2000 E- 2579 -27 Page 2 Based on calculation of the floor loads by George Butler and Associates, Inc., the structural engineer, the floor loads in the battery room will overload the existing piles, The piles are timber piles and designed for an axial capacity of thirty (30) tons. According to original pile location plan, the timber piles were spaced approximately twelve (12) feet on center in slab areas. If additional piles are installed at six foot on center, the loading on the new piles would be 11.9 tons according to the structural engineer. Based on the loading for the new piles, we recommend the use of six -inch diameter steel pipe piles. Six inch diameter piles driven to refusal may be designed for an axial capacity of twelve (12) tons. We anticipate pile lengths will be on the order of forty five (45) to fifty five (55) feet. The steel pipe piles should consist of schedule 40 steel piles. The piles should be driven to refusal with a hydraulic hammer. Refusal criteria for six inch piles driven with an 1500 pound hydraulic hammer is defined as 14 to 16 seconds per inch with a minimum of 750 blows per minute, The pipe piles can be easily spliced inside the existing building. McDdwell Northwest, Inc. is a local company with experience driving these piles. McDowell's phone number is (425) 251.5570. ECI should be on -slte on a full -time basis during installation of the piles to confirm depths and refusal criteria. We do not anticipate the need for pile load tests, if we observe the Installation of the piles and the depth of the piles are as expected. Our referenced report included pile load tests for the driven timber piles. With structural loading as expected, total settlement in the range of one -half inch is anticipated with differential movement of about one - quarter inch. Most of the anticipated settlements should occur during construction as dead loads are applied, We understand the generator pad has a four foot deep and one foot wide grade beam footing with loading of one thousand (1000) pounds per foot, The generator may either be supported on driven pipe piles as recommended above for the slab or on a compensating foundation, if the compensating foundation option is used, we recommend placing a connecting slab on the bottom of the grade beams to add stiffness to the foundation. germ Consultnnts, Inc. CITY�� LA APR 2 1 2000 PERMIT cEN'rEP 2 i; Mortenson January 6, 2000 E•2579 -27 Page 3 The compensating foundation would include excavating the generator pad footprint to two feet below the bottom of the grade beams, placing a layer of geotextlle fabric (Mirafi 600X or approved equivalent) and placing two feet of structural fill below the grade beams. The overexcavation should extend a minimum of two feet beyond the grade beam. The area under the generator cisb between the grade beams would not be backfilled to reduce the loading on the subgrada sc:ls. Settlement of one to one and one -half inches should be expected with this foundation option. Groundwater should be expected in the excavation. If groundwater is encountered, the fill should consist of crushed rock with a minimum size of two inches. If groundwater is not encountered, the structural fill should consist of a fairly well graded granular material having a maximum particle size of six inches and no more than five percent fines passing the No. 200 sieve based on the minus 3/4 -inch fraction. Structural fill should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D- 1557.91 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. It is our opinion the potential for liquefaction over the site during a seismic event is moderate. Isolated areas may be subject to liquefaction, however, the effect on the pile supported structure is anticipated to be minimal. We estimate liquefaction Induced settlement would be in the range of the post - constructed settlements discussed above. In accordance with Table 16 -J of the 1997 UBC, a site profile of SE should be used for design. ECI should be retained to provide geotechnical services during construction and pile installation. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipates prior to the start of construction. We do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. Earth Consultant', Inc, RICEIVID On Tuminui APR 2 1 2000 PERMIT CENTER 0§ Og Mortenson January 6, 2000 E-2579-27 Page 4 We appreciate the opportunity to be of service, if you have any questions or need additional information, please contact us. Yours very truly, EARTH CONSULTANTS, INC, Kristina M. Weiler P, Project En neer Robert S. Levinso Principal KMWIRMAlim cc: George Butler Associates, Inc. Attention: Keri McGill firth Conoultinci. Inc. memo OrrToPTUKWILA APR 2 1 2000 PERMIT CENTER No JL. is hill ."7/04) GEORGE BUTLER ASSOCIATES. INC. =. La rte' d By 12co h A.) c L. L. { / Q 1\-) 2002 ZiSk. rv\ LA)/ Norzl 2., a,;AS L A.AM(2.. grool L%. I(a''D,C.. 00€32." S'¥ =4.1-Sresc71 'o3 PErz -rite ter7 Lac Ilviga arm=v1 ti4LA u ., X28 edr r.- iu,ite.z$ m egi/J r"-i- Gea.)r, J•: Cs orviaMvotaS esur mac. ea4.. X32 " 0, C. ALT, L•C.. ILO" 7141 2.10.1) I L- s avke..11..)G )44.17' AICIIVlD csm►Or'nl*WILA APR 2 1 2000 PERMIT CPNTEP Swv, L Bk (&)* t2-"04 of FAX ALTORFER POWER SYSTEMS :FROM: DAVE PHILIPS FAX NO: (319) 365 -5639 (PHONE NO: (319) 365 -0551 ext. 256 E mail: dphilips@ altorfcr.com TO M. A. Mortensen DATE: 4/21/00 ATI'N: Donny FAX NO: 206/277.8134 NUMBER OF PACES (INCLUDING COVER PAGE): 10 Donny In reference to isolator mounting, the channel iron used to mount the isolators is MC x 13.81b, per UL 142. The channels hove 3h" holes with %;' weld nuts welded to the channels and Isolators mounted to the channels. See drawing detail In reference to the anchoring of the fuel base tank to the base pad, Caterpillars application and installation guide book said it is not necessary to anchor units to base pad, r local codes require anchoring the base tank is equipped with anchoring holes. Our recommendation is to use %, "Ram set anchor bolts or equivalent 3" to 4" deep, THANKS Dave Philips OT /TO'd t1r20000e7 MGWVWD O,TY OP TUKWIIA APR 2 1 2000 PERMIT °ENTER :111 ei3 d01iy 9 :0T OOQ - T7.-eidki • ALTORPER PACKAGIN 309 694 1262 FUEL TANK J0138 A114431 DATE 1800x10% =180 =1980 FUEL. TANK GALLONS LENGTH WIDTH GALLONS NEEDED 1980 SIZE 271 114.00 STUB UP 25.00 13.00 TOTAL SQ.FT, 284,57839 285,000 TOTAL GALLONS SECONDARY TANK SIZE STUB UP 1985 VENT REQ TOTAL 3Q.RT, 341.30556 TOTAL GALLONS 9„ 208 120 04/20 '00 09:32 N0.071 01/01 2/1/00 02/24 /000PDATE GML HEIGHT 15.00 15.00 VENT USED 6" 18 28 14 18 2766,12911 VENT REQ 6" VENT USED 6" UL NUMBER M723078.17N132 DWG,NUMUER 17N132 ESTIMATED WEIGHT SIDE RAILS CROSS RAILS TANK RAILS ANGLE RAILS TOP SHEET BOTTOM SHEET RUPT BOTTOM MATERIAL LENGTH WIDTH WEIGHT W21x57 313 57 MC18 114 42,7 C15 114 33.9 A3x3 114 4.4 70A 312 120 7.5 70A 265 114 7.5 70A 292 114 7.5 SUB TOTAL 1484.75 405.65 322.05 46.55 1950 1573.4375 1733.75 EST TOTAL TOTAL QTY TOTAL 2 2973.5 2 811.3 11 3542,55 11 512.05 1 1950 1 1373.438 1 1733.75 13096.59 X 15% • 1964.488 15081.08 ©Tic -0'd =hl i cl3�dOli CITY OFIUKWII,A APR 2 1 2000 PERMIT CENTER 9Z:OT 0002 -T -dd0 ALTORFER PACKAGIN 309 694 1262 04/20 '00 09:30 NO.070 03/04 U1. LABEL STAMPING INSTRUCTIONS MM 18317 LISTED SECONDARY CONTAINMENT GENERATOR EASE TANK NO.,,•_ I•I5TEt<'S NAME ALTORFER, INC. THIS TANK REMISES EMERGENCY RELIEF VENTING CAPACi1 Y NOT IFS; THAN H CUEIC FEET PER HOUR PRIMARY TANK THE ANNULAR SPACE REOUIRF.•S EMERGENCY I U I '!L'NTINQ CAPACITY NOT LESS THAN C . THIS TANK IS INTFNOED FOR STATIONARY INSTALLATION ONLY. MAXIMUM LOAD; CAPACITY 1S D FOR DIESEL FUEL ONLY TANK CAPACITY OF PRIMARY TANK IS E KEEP ANNULAR SPACE BE VWEEU PRIMARY AND SECONDARY CONTAINMENT TANK VENTED TO ATMOSPHERE, PRESSURIZE PRIMARY TANK WHEN PPESSUIT 1I:VINO ANNULAR SPACE A f�.►M Y/ti. •*,... • r•./. rY NM1 .INM.11••M.././N••••••i•••••.Y•.MIIM.M • •• •• •. ... A.••1. • •.r •.• ... , • /•n •r• •• ..•••••••• A — M723078- 17N132 R — 265,000 C — 200,000 D — 33,600 Ibs E —1,800 Kok WORK ORDER NO RK09247 QUOTE NO A114431 memo MY OF 1UKWILA APR 2 1 2000 PERMIT CENTER DRAWING MO. 17N132.DOC ,hl i OL i1J 4S :0I 000,7-TOd0 • 1 1 I V III . V V l. V V III. r .l 1. i. • C. q 6 to 1 •• . 1 i 6 A N A Iy cM 4.N a s r 1 r 1=A N5 1 Lilt 7i?4m5hs ! 40tA,0tt1iTl"g g e§ ; Itch fsjfS f.. °�MM niayaa2ilat .'y-ai� �Wu �1eg IR 1011 Faltilgia ••�►w..n�w•wStzzl 0?Lb oes. X'Lt MCC. a a 1 0 n i nrre • 3 gm UgA d:s .usoi -�lL1Z 4 Fiummit irk JV - -f: I_ 0 101.11 11211 'NM N NM MI MI MS 0 •ssc ccii ant Wig =IC d 5 • -01 4 • ;••••... • J L 1 fit J 'J 114J. 0 it 0 r *�71: "Iris 1� 11111111t- ani_ 1 1 1 :1,11..0 .11 11 -.r VI T T OF TUKWiLA R 2000 PERMIT CENTER . • TANK f'lT'IINCS ; A 2" NP1 NORMAL VENT FITTING (bullied down lu 1 •I /4" urn 1 II" NP1 EIICRCVI1CY VENT flfll li PER NFPA OU C r Nor run, FILL f It7ttW U t" NPT Full REMOVAILE FUEL SUPPLY IMP TON - 1/2" NPT E t" NPt FOR AEMOYAOI.►, FULL RETURN DIP TLIBE .• 1/2" NPt .r r NPT r$1L LEVEL GAUGE FITTING c !" NPT FOR OPTIONAL IOM FUEL t11VEL SWITCII �) B" MPPT rent OPTIONAL TOP11MO MOUNTED LEVEL USN, S1rITC11 1 1H M. 1E7 ..— ..... Mum .a_.a.r-••••■=— ...a... . asa.. Slay r �r moo. NOTES 1) A 7 pugs Meet lt.vne is welded to the fop 11 the lank around the tank pn,lllteter lei mounting of the CatetpHb4: factory Reusing. The frenic Is 102"tl x 200 "L. -+—•• 111W 11 01' .- .■••••■ Sit M 1• •• '1 ..r u11040.4=1, • a 1I4e.._..— .e.r --•• VONA 1ii•ie'Aj 1 N1 /rh 04 M. 11 Y• 1.$u A. :41:1! IOW poi, it 1 1 •11 15 ,'J;.. —• .... U$ 4111 .- ......— ... —,,.. pe .1•'........ —.... u14• gy 1' 111 } 11' —... •- .p -•u,. .N•1,. .•., ee.p1' 11,11'+ ••••+•••■ •••Z eel' �I�r ►r1�1i�111i% �I�wf It►liiii AI IIIIRr 11 UL VTVALtiti) SI'�11C. _s: P L IIFSCitll'111,N CI!( 111' 110 140 'IANI( CONSTRUCTION : 1) SIDE AND ENO CHANNELS AIIL' t /1" THICK STEE1. 7 OUTER TANK TOP A BOTTOM IS 7 CA. 3 INNER TANK IS 10 CAunt STEEL. 4 INTERNAL BAFFLE 70 SEPARATE COOL SUPPLY FUEL FROM 110T HETUNH rum. S) IN; ERNAL BNACINC ARO [IOTtOM FLOOR SUPPORTS NOT SHOWN. 0) INTERIOR COATED MITN nUKT INIIIUITON. 7) EXTERIOR PNINED AN0 F1Ul4II PAINTED. TANK SPECIFICATIONS: 1) SGI:NSCT TYPE WC CH - igo l 4ixc..• IL .ia 3 $118 4ABE WEIGHT I . : 2) MOAT { 11011111E N'ALI. SPL'CITICATION OPEN TOP U1KLU CLIISIru TOP DIMS ._. SECONDARY CONTAIt111CrYT (1 TANK HEICIIT NANCE FROM ir TO J ' n 010-11A111; 1ARIK 0I'110N01 , ,. UL F143 APPROVAL - - LOW IUEL LEVEL 8MIT1'l( .r►.. SIFTING riots lone QQee 0111A, pl:) 111011 FUEL LEVEL SWITCH VUEL IN BASIN SWITCH hOR{IAL VET CAP EMERGENCY v%Nr CAP nt CND ND VENT,_ 7) 1'ANI■ COMES STANDARD 1YITII A UINKLT READING IICCHANICAL FURS. LRvEL GAUGE, CUSTOMER APPROVAL NANE1 ,— .._,.,__,...,....— ...•.■•••.. DATEr.._._�.a._— _.., 4441190 Ire 410 y,m oG PrA441111111 IlCTC -2li u'/ (lil;itll k S /11 Hrtei'rau'a t�uul��►1'- X17'17 Iu1i71W ;111.u1'tt:l' I�tilt`IlJUcu �' (:u111 ,it t1)' SHEET i.'?t' Il;" o 93- 00090 ? _.. 'h11.EHANCES I. s I. • 0.1i' e ‘$ ; 1/• 1 125' ► s11 l/• o.4616• Cuisiown ' uisk I ccIbwalo'w le dihf e n W f1Y. Aueell Co�pur�lor+► Illat111 0j' : T. •{'11u111:1r ! (illy• A I�ItuYgl ' QAtb :: 0- 2d—Oil Saks Approval 144' 4 11064111 L 0 0 0 © © 0 0 0 0 CD (1) 3 �C'iawon 1 1 W W?L1ThI t tii l lie [Irh- L Low-TV f fkltRiPffOw w wog _ _ x.42 6 0 0 O • 1 :II A 111111111111111111111111111111111- m a"..iui.a■..I. MO= -- - - w.. • • 'OMR• r. MOM fall IMO 1 111111• i w • 1 O lI014T tlec w1.1/ Y' a O 17 MLA bw1a, PSas an w lass wi yr % u any -= INN& IL �Ii . TAN MK $1L4NV*I Iii ,D CITY ORTUKW ILA .•1..t/ w.� • APR 2 1 MOO ... - a wr.nrrr.. ■.r .4r Id• • -': a 'd, nr.r...�.....,. r.. fir , , i rrr •e w• '1. T II_-' , , . 'w'0>Rt Q Lt O) PERMIT CENTER • 34.65 .. MOM .w. .� O:' MOO OOMO. O•• acaO•111 r 1 1 - #p 11 ►1.4) --- -, - 10:3.85 3 51.00 - ((J,73 Ii;l,4l5 5100 43,13 - 33.75 14.95 -17,60 `•I 7 ) (9 � (4 N» ..* t R.1 (P. .� •� Sf ►A N. i t'. :A 1 ----^- 70.60 ELECTRICAL STUB UP -� 12.00'W x 24,00't. • 1((17 yy P•. LJ eLati p q •• 1[11 I_: • • Minna= sr so WOO IMP* In MO NI • OP le 01188 MOUNTING HOLES 4-EACH SIDE Yoe fl one loom • * oat vow +Ix, 1,, •■••• woe ■•■■ enmelr•ro••••••■•emer • ie... • • • • 1.50 1••••••••••••••••• •71,1,9•8•••••••■••••••711••••■••••••••■••••••1111•1••••• •1•10...,1 •••• A/04.1•41•••••••!" IPINIM••11■.••■•••••• • al••••■••••■ 114.05 118.45 121,4 •■•■•••••••••••• War • "P.P. serumeme,•••••Hamonemeo,” • ••••••••■•••••• •en e *wear., • yen...ea• t. • seerillelp. ••••••••••••••••••••• Tr-vent.re••■••••••••••••-•••■••■••■•••••• R o or VI "4.1 •••••■••••••••••••••111.108.- -••-• i5O • W EJ,IJ U. I'i) -- `1400romolo I 011c---- - -Ii cQ$P Nit f1 �� �w fag (2.10 u r. lT - -.. --- ` •_meass_ "S W . 1 c; c�6 iu I1 0 ..... t_ ....._...••■......._,.•••■••..._..•■••... 313 00 �,._. ..._._..._......�... 00188 MOUNTING MM. CS A -CACH S1DC u vor q FAQ 0.00 MILL, $12L:._.v.I fi o IQ trti 51 P m g; N COMP NA ALL MI1UNT CHANNEL PICCCS 0,75 MA IIpL,ES W/ I/2' WELD NUTS • r...._.,�..« --0.00 -- 9.00 t �:.._......� .�.. 0,00 I1 12, 11 !Li :t, • Amommiell Report of Compression Test Results Client: M.A. MOR7ENSON 280 N. 8TH ST„ SUITE 138 noise. t0 83702 Attn: CHUCK RAUCM Specimen Type: CONCRST1 AS114421 Mix and field Dots Cut DMe: 3/13/00 Placement: MIDDLE OF AENEPATOR PAD. Strength ea): Required : MIx JD: 4113 Supplier CONWAY Truck 01 422 Tleket M: 121141 ►hnl0: - MMeh Mu: 10 Y08 Water: 25 GALS Adnibcwre: - Time Satoh Time: 1 :44 $n_ T1me: 2:50 Fntish Time: 3 :30 Toot Result I 5D OM 1 7420 A 5 C 4000 psi ® 28 Days Report D to: Project 1: Project Name: Project Address: Eullding Permit: Project Mgr: Archltect: Bnglnimr: PO Number: Contractor: June 27, 2000 0.91M•l3445-0 INTERGATE EAST 311 S. 120TH PUCE D90.0421 KEN SAMI GBA GEORGE SUTLER ASSOCIATES N/A Inspector: PHIL PRYBEMGER Actull Slump (Inches) AITM C•143: 4,5 Alr Content (%) AITM C431: Unit Weight (pct) AIWA C•131: Concrete Temp. ('n: 03 5a1 NIA WA 50.00 Ambient Temp. ('F): 40 N/A Weather: NIA Remarks: LOW BREAK OBSERVED fa $ OAY8. REFERENCE REPORT CO, SET 4, Actual ONO Age Area Oats Redd es Specimen laa (days) Speci) Site Min) 3114/00 3/20/00 7 e412x0 2127 3/14/00 4110100 21 04124 2848 3114100 54100 30 Qx12140 . 28,28 3/14100 6/12/00 90 4.412x0 2127 Com rnnlve soon., Orb. Type/ % of ({teal OW) • Cure fl8q'd 61100 88540 352e 105540 3730 115570 4090 2100, • 511 54% CSP 50% 05P 0»i CV 102% Drub Types •- (Cn) Cone, (CBp) Cone .5p011, (Oh) Cone Sheer, (5h) Shear, (Co) Columnar 4:0-i i0 /50': 338 -1 71i;IZ3SZ7+ +,y3 7 y::'r; 789Y iIQ'J: ig RECEIVED CITY OF TUKWILA AUG 1 4 2000 PERMIT CENTER Iid8t:?3 00- oZ - ►jnr AGRA eNGE'+E @SING Gl::2At, iGlut1CtiS 1135 HE 122rd W v, Svit• ICO 4Itktsnd. ', Wain,: n U.$11. ? 034.491 e • T41 t'2Q1 nc4489 rig 1425) 21.3a1A ML2O& 0 -087 FACSIMILE COVER SHEET TO: COMPANY FAX NO. FROM: Donny Brandt M. A. Mortenson 206 - 277.8184 Tim Hyden DATE: PROJECT: FAX OPERATOR: NO. OF PAGES: June 29, 2000 Inter -gate East, Building 2 Tim Hyden 3 (Including Cover Sheet) This taxis Only intended for the Addresses. It may contain onvu*gad or contidentiai Information. My unauthorized disclosure is strictly Prohibited. If you have received WO transmission in array, please notify us Immediately (collect) so that we may correct our trensmtulon. Please then ottavoy the engine!, Thank you. COMMENTS Donny: As requested our final letter Is attached. I am also including the test report for the concrete that had initially been noted as a deficiency but made strength at 90-days in case the City of Tukwila needs it with your letter, I will send a hard copy of this letter to the City as well. Please call If you have questions or need anything further. Thanks, Tim Hyden. RECEIVED try OF LA AUG 1 4 2000 PERMIT CENTER ANNOUNCEMENTS: AGRA Earth & Environmental also has offices in Spokane and Tacoma, Washington Providing Geotechnical, Environmental & Materials Testing Services in 57 Offices Worldwide AGRA Evnn '. Environmental. Inc. ;Rev. 2:91 713.:a 95:7' • ”1: 7 '144.7?. ,1,;e;: Z0 Q0- 3?''ii1i 9t AGRA {NOINwiINO GtOSAI ;OlUTION5 June 29, 2000 0-91M13445-0 M, A. Mortenson 280 N. 8'" Street, Suite 138 Boise, Idaho 83702 Attention: Mr, Chuck Rauch Subject: Final Summary of Special Inspections Intergate East Tenant Improvements Building 2 Permit No. 0990421 Ind M12000 -087 (generator) Tukwila, Washington Our Mr. Rauch: AGRA Earth & Environmental, Inc. 11333 NE 122nd way Suite 100 Mndww, Wanngtan USA 900344010 td (x231 020.419 PIN (42318214914 As requested by your project superintendent. Mr. Donny Brandt, AGRA Earth 8 Environmental, Inc. (AGRA) respectfully submits this letter as ourfinel summery of asocial inspections and materials testing for the above - referenced project. AGRA performed inspections for this project beginning on February 10, 2000 through April 14, 2000. Details of our Inspections are described by Report Nos. 1 through 13 and corresponding laboratory test reports. Theee reports, copies of which were previously submitted, form the basis for this final summary of our inspections. AGRA performed inspections and testing for the following: 1. Reinforced Concrete: 2. Mechanical Couplers: 3. Epoxy Anchor Installation: 4, Structural Steel Erection and Welding; and 5. High- strength Bolting, In our opinion. the work which was Inspected as referenced in our daily field reports was performed In general conformance with the approved plans and changes approved by the structural engineer, If you have questions or desire additional Information, please call at your convenience. Respectfully submitted AGRA Earth & Environmental Timothy Associate Ken 5, Uhl. P.E. Associate 4 cc: City of Tukwila Building Deaartment CITY op�ILA AUG 1 4 2000 PERMIT CENTER ::7 -: :O /?O 3 963 rt!st 35>>• ''113 7 4103 ,;;y -01:44 ,1d?E : :: ::-it-or I' ' r+ ♦M • ;P .R1 O''', Earth Consultants Inc. . l 1+ ••• t••+l tai IilllsulCY!1. lit1 NlyIla az. :,'.„fy110CA �. a•fOhir tAt dt•: • May 9, 2000 E- 2579 -27 Mortenson 1633 West Calle Zuniga Green Valley, Arizona 85614 Attention: Mr. Curt Wagner Subject: Reference: Dear Mr. Wagner: Final Letter Construction Monitoring • Piles 3417 South 120° Place Building 2 Tukwila, Wushington Earth Consultants, Inc. Geotechnical Engineering Study E -2579 dated May 23, 1985 Earth Consultants, Inc. Proposed Tenant Improvements E- 2579.27 dated January 6, 2000 MIW- 0B7 A representative of Earth Consultants, Inc. (ECI) observed the Installation of the six Inch diameter steel pipe piles installed by McDowell NW from February 7 to 11, 2000. A total of twenty one (21) piles were Installed using a 1500 foot pound hydraulic hammer. Thirteen piles were installed for additional slab support In the building and eight piles were driven for support of a generator pad outside the building, The piles were driven to a refusal criteria of fifteen (15) seconds per Inch for three cycles. Pile depths ranged from fifty one (51) to seventy five (75) feet, Based on observations and the depths of the piles, it Is our opinion the piles will support the twelve (12) ton axial design capacity. r • RECEIVED CITY Olt 11JKWILA AUG 1 it 2000 PERMIT CENTER .••∎0 MOM/ ._ • Of•f•• f_VW•r • ..M...lw.r,..��. .wMw •t49 9010 •.•..• .. f•■•••• Y.... w ♦••• _ l °05 •Ian Pace N (,, 3elie�r,a.Wasralicr.• 38005 Beiev4e;325) e43.3760 'AX ;4Z5 746ti6E0 "01 Pee (988) 739.6670 05, ".-11=1C 9 :t3; lath X._ #36f3;Pags Mortenson E- 2579.27 May 9, 2000 Page 2 We appreciate the opportunity to be of service, if you have any questions or need additional Information, please contact us, Yours very truly, EARTH CONSULTANTS, INC. 4./1‘6,1 Kristine M. Weller, P. Project Engineer Kyle R. Campbell, P.E. Manager of Geotechnic sietioo KMWIKIICIlm, cc: Martinson (Fax Only) Mr, Donny Brandt • Earth Con5u to ts, Inc. RECEIVED CITY OF TUKWILA AUG 1 4 2000 PERMIT CENTER 0004 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CTIVITY NUMBER: M12000 -087 DATE: 4 -21 -2000 PROJECT NAME: MCLEOD SITE ADDRESS: 3417 S 120th PLACE, XX , Original Plan Submittal ___._Response to Correction Letter # Response to Incomplete Letter # Revision # i After Permit Is Issued DEPARTMENTS: ng Di si Public M s -21 10 Peventiq Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: PI nniin t�ivision &rti 4.2S -oo Permit Coordinator ■ 1 DUE DATE:4-2S -2000 Not Applicable TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: A!PROVALS QR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions E REVIEWER'S INITIALS: DUE DATE„ -1 6 -200Q Not Approved (attach comments) El DATE: CORRECTION : Approved E Approved with Conditions ❑ REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) ED DATE: WRROUTE.DOC 5/99 City of 2 * *f Steven'M. Mullet, Mayor -!N Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #MI2000-087 (510) April 28, 2000 Re: McLeod - 3311 South 120th Place, Suite #110 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 2. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.5.2.3) 3. A permit is required for the use, storage, handling or sale of flammable or combustible liquids. (UFC 105.8- F.3, article 79) A permit application is enclosed for your convenience. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.575.4439 I:e City of Tukwila Fire Department Steven M Mullet, Mayor Thomas R Keefe, Fire Chlef Page number 2 •` ' Yours truly, ' • ••'• • . ' 565 The Tukwila Fire Prevention Bureau cc: TFD file ncd • • ' • ... - Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-S7S-4404 • Fax: 206-57S-4439 05/11 '00 10:31 ID:LANIERFP"1800 FAX: . Demount of Labor A Industries Contactor Registration Section PO Box 44450 Olympia WA .985044450 c To PAGE 1 REGISTRATION VERIFICATION TEMPORARY rTirrn — Olympia Headquarters Wial111.•••••••■•■1•• *** (360) 902-5226 FAX (360) 902422* "Airiba"" riarn—her s sus Ass !friN.rect-LeitsaiaLm--)_„.... ,••• . 0• jrqhj4NACI 41.01MA,INS2.111LIO....•,•■..b..........31::12AL". Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 week. Please keep this record until you receive your Certificate of Registration. Rue* aspimo F625-036-000 msliaradan vegirgatio 2.95 'Thank you