Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit MI2000-078 - ICG - PHASE II GENERATOR ROOM
ICG PHASE 11 GENERATOR ROOM M 12000 -078 City of Tukwila (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: 092304 -9120 Address: 12201 TUKWILA INTERNATIONAL BL Suite No: Location: Category: NSFR Type: MISCPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Permit No: Status: Issued: Expires: MI2000 -078 ISSUED 05/11/2000 11/07/2000 Occupancy: OFFICE UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: RAINIER VI Slopes: Y Streams: Contractor License No: MAMORC *190N6 OCCUPANT ICG PHASE II GENERATOR ROOM 12201 TUKWILA INT'L. BL, TUKWILA, WA 98168 OWNER SABEY DAVID A & SANDRA L 101 ELLIOTT AV W #330, SEATTLE WA 98119 CONTACT HAYNES LUND 12201 TUKWILA INT'L. BL, TUKWILA, WA 98168 CONTRACTOR M A MORTENSON COMPANY Phone: 425 - 895 -9000 PO BOX 710, MINNEAPOLIS, MN 55440 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL ABOVE GROUND FUEL TANK FOR EMERGENCY GENERATOR. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: 5 10,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Larid Altering: N Cut: F111: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 272.21 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: Phone: 206 281 -8700 Phone: 206 -277 -5219 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 this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development perm t. Signature :__ __ . -- Date: _ %- 1.e 1 :0 Print Name:,-__��_� —U-� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. b CI•Y OF TUKWILA Address: 12201 TUKWIL.A INTERNATIONAL BL Permit No: 1112006-078 Suite: . Ihnent: Status: ISSUED .Type: MISCPEQM Applied: 04/O7/20()() ParCql 4: 092104-9120 . : Issued: 05/U1/2000 t***********************************************k************************** ,e, 2 OerMit Conditions: , 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. tAll construction to be done in conforMance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended; Uniform Mechanical Code C1997 Editiorqt 4 'and Washington Stgte Energy Code (1997 Edition). , $ Validity of Permit.1 the issuande of a permit or approval of •*, 'planst specificatiobst and computations shall not be (.10,1- , i ,strUed to,be a,permit for or an approval oft any violation of any of the provibions of tho building code or of any other ovdrnance of the jurisdictiOn. No permit presuming i:lo give adthority to violate or cancel the provisions of this code 01101.be valid , ,, . 1 , All pii„rMityj'inspection records, and approved plans shall. be , t ... I 4 ' AVaillailaratj'the lob site prior to the start of any COh '9truotl9n4% Thatio documents are to be maintained and avatl- 11,04414nti1 final inspection approval ls granted. , * ■ ! ,t 7 4 • . • • • " • • - • "'t •t".4• '"'`• • .'-'t.I.A,' 4,-- ,..4.- ..i.,,,t,:. ..io •.1., • , . , . s•.7 — ...,. • • s• qq, , • ' • • CITY OF T' 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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. 3Nanani• ro ect Ui 'taR m Q Value of Construction: Site Address: 1 z 2r0 t T Kw1 LA- Phone: t,!lrrRl►� cN� $�ifD �t City St to /Zip: ILU4t4 11cd Tax Parcel Number: 092304 � 91 ?A — 0 C. Property Owner: City /Slate /Zip: 0 Water 0 Sewer Phone: i.e to - 2.1bt —5100 Street A ress: lab V .A1 ._ _ /'l'i't - V - Cit tate /ZI.: . .,. • ,_.. Fax #: 1.0(r" LS I _ p y, ZO 1 C tact Person: /4185. L u.,, a Phone: Zm(o - Z,'1 -T — °,TL l al Street Address: 1?1�1 T.�re..�,y�` A1Mte , �.�Ib Cit �$iate /Zi : fit• W14 (eB Fax #: VV.- -LS f •- 0e120 Corilractor: p RiarePOScxJ Phone: 47., S- 695-g0eo Street Address: Z ' 1 L_ _._ . " i _ _- -1 City :to/Zip: -2` III Fax #: 4 G 0343o Architect: ttttis. ikigetti, ,� Phone: 0116--2.12- 5 2 1 1 Fax #: Street Address: 1 .V ., ._ G+-c,. , City St: to /Zip: • . . En sneer: v-,r l�ltC.lrtMJl Street Addres (.0 0o iJ. C;oo�r r,a�1M1. Phone: Sob -"Mt- 1(g6 1- '�tt*i�I;r 1 �t13�D City State /Zi : I i�B Fax #: 'tob• `r t - -4:•I01 MISCELLANEOUS. PERMIT AEViEW AND APPROVAL REQUESTED: Description of work to be done: lasT,�,�.. t4ttbor�t w a•A�y�+) seir_the6 'ti>� .. tdKarR,r�eNq Cs1JM1t/1l�R. Will there be storage of flammable /combustible hazardous material in the building? Alt : ch list of materials and atore a location on se • grato 8 1/2 X 11 • a • or lndlcatln 0 B FILLED OUT BY APPLICANT):; Above Ground Tanks ❑ Demolition ❑ Parking Lots ❑ Tom • ora Facilities ❑ yes ' no uantltles & Material Sala' Data Shoots Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof ❑ Fence ❑ Mechanical ❑ Manufactured Housing•Replacement only ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Tree Cuttln APPLICANTIREOUEST;FOR MISCELLANEOUS PUBLIC WORKS PERMITS/ U Channollzation/Striping U ❑ Flood Control Zono ❑ ❑ Landscape Irrigation ❑ ❑ Storm Drainage ❑ ❑ Water Motor /Exempt M ❑ Water Motor /Permanent #_ ❑ Water Motor Temp If ❑ Miscellaneous Curb cut/Access /Sidewalk U Fire Loop /Hydrant (main to vault) #: Sizo(s): _ Land Altering: 0 Cut, __cubic yards 0 Fill cubic yards 0 sq. ft,grading /ctoaring Sanitary Side Sowor #: ❑ Sowor Main Extension 0 Private 0 Public Street Use ❑ Water Main Extonslon 0 Private 0 Public Sizo(s): 0 Deduct 0 Water Only Sizo(e): Sizo(s : ,._ Est. quantity: ,_,- •.,•_._ gal . Schedule: Moving Oversized Load/Hauling MONTHLY"SERVICE BILLINGS TO :' :. Name: Phone: Address: City /Slate /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER'METER DEPOSIT /REFUND BILLING: Name: Address: ANINIMININ! .1•1111111111011011111M•11! Phone: 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 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition), No application shall be extended more than once. Date ap •Ucatio opt MISCPMT.DOC 7/11/96 Appll ken by: (Initials) ALL MISCELLANEOUS P 'MIT APPLICATIONS MUST BE SUB P TED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ 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.) ti-h, SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW Above Ground Tank9/Water Tanks - Supported directiy,iapon grade exceeding 5,000 galiohsind.a ratio of height to diameter or width which exceeds 2 :1. . Submit checklist No: M -9 . 1 ' ❑ Ahterinsse /Satellite Dished Subniit checklist No: •M -1 ❑ ' AWnlrigis /Cahopiestt - No signage Commercial Tenant Improverent Permit ❑ BiflkhesatUDock -Submit bheeklist No: M -10- a ` ❑ Corritnercial Reroof Submit checklist No: M -8 . :. ❑ :Demolition Submit checklist . No :* M -3,, M -3A; ❑ Fencess - Over 6 feet in Height Submit checklist No: M -9 Land Altering/Grading/Preloads Submit checklist No M -2 ❑ Loading.t)oaks Commercial Tenant Improvement Permit: Submit checklist N6:1+17 " ❑ McCh linloal (Residential & Commercial) Submit checklist No M -8, Residential ont - H -8 H-16 ❑ MlsiscselliiltodukpUblic :Works Permits Submit checklist No: H -9 ❑ - Mailtifiibtuir`ed Hetts1Mt(RED INSIGNIA ONLY) ; Submit checklist No: M -5 ❑ Moiling OVerelxed Load/Nettling Submit checklist No: M -5' © Parkthg Lots submit checklist No: M -4 ❑ ResIdintl&fReroof - Eicompt with following exception: If roof structure : tosbe;re • alred�or re-laced Residential Building Permit Submit checklist . No: M -8 ❑ Retaliilhg wane - Over 4'foot in height Submit checklist No: M -1 Tfr Temporsety Facilities Submit No: M -7 Tehipotsry Pedestrian Protection/Exit Systems Submit checklist No: M -4 ❑ Tree CUOMO Submit checklist No: M -2 ❑ 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 tho builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". BUIlding:`Oiviiir /Aulhprlsdd itgihf. if the applicant's Other'- than the owner, registered architect/engineer, or contractor licensed. by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the emit will be re - uirs d ai art 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 Signature: Print nam Address: 0 R OR AUTHORI ED AG NT: Date: �! y- 1..4J•1:a i 7.700 t Tawas City /State /zip. Fax #: W -� MISCPMT.DOC 7/11/96 visaMOMMIKW tessileller M Y + S.� ` .. if y y * * * * * * * * * * * * * * * * * * * * * ** ***** *� * ** *lit ** *** ** ***** * * ** **** *** CITY OF TUKWILA, WA '' L. OCt `" (% , TRANSMIT * * * ** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * *�F' * * ** * * * * * * * * * * ** * * * * * * * ** TRANSMXT Number: R9800282 Amount: 272.21 05/11/00 13 :36 Payment Method: CHECK Notation: SABEY CORPORATIO snit: BLH Permit No: MI2000 -078 Type: MISCPERM MISCELLANEOUS PERMIT Parcel Not 092304 -9120 Site Address: 12201 TUKWILA INTERNATIONAL BL Total Fees: 272.21 This Payment 272.21 Total ALL Pmts: 272.21 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code 000/322.100 000/345.830 000/386.904 Description Amount BUILDING - RES 162.25 PLAN CHECK - RES 105.46 STATE BUILDING SURCHARGE 4.50 4290 05/15 9717. TOTAL 272.21 INSPECTION RECORD , Retain a ropy with permit "I'''- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Project: : Addres 1.� 1.1'3 Special instructions: PERMIT NO. (206)434 70 Type of inspect Date called: 1,, t8 0 Date wanted: Requester: Phone: IRApproved per applicable codes. J Corrections required prior to approval. COMMENTS: Inspector: L Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reins action, Receipt No Data: 1§ ig City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM .r Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief ,r Permit No. Project Name IC0(1_,inhHia_Z__ Address 3 2.(1) - oO Retain current inspection schedule �. Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits; Authorized Signature INALAPP . FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•STS•4404 • Fax: 206•S7S•4439 INSPECTION RECORD Retain a ropy with permit / PERMl1 NO. e4.. INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Protect: Special instructions: (206)431 -3670 T .e of Inspection: AA oft. Corrections required prior to approval. COMMENTS: zt ig 0 $47,00 KEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Cali to schedule r @inspection. Receipt No: Date: April 20, 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Haynes Lund 12201 Tukwila International B1 Seattle, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number M12000 -078 ICG Phase II — Generator Room 12201 Tukwila International B1 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 pt the same time and reflected on your drawings. 1 have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) ponwlete sorts 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 rosubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Accented through the mall or by a messeneer service, !!, ►! .: If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. M12000.078 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 Review Comments Public Works Department FILE: M12000 -078 APPLICANT: ICG Phase III Generator Room ADDRESS: 12201 Tukwila Intcnational Blvd DATE: April 19, 2000 PLAN REVIEWER: Contact Mike Cusick at (206) 433 -0179 if you have any questions regarding the following comments. 1. The information provided by applicant is not complete enough to perform permit review. 2. Scale is missing from drawing provided. 3. With drawing provided, it is not possible to determine location of proposed work on the Intergate site. 4. The drawing provided lacks information on what is existing and what is proposed construction. 5. See attached permit center form H-8 for plan submittal checklist. t't .l, : :t• it NORTHWEST PUMP & EQUIPMENT CO. Petroleum, Industrial, and Environmental Equipment CITY OF TU WILA APPROVED MAY 1 0 20011 k.S i'tiilUl dr( c" 110 t a 601 S. Snoqualmie Strain Seattle, WA 98108.1714 (206) 622.8100 FAX Finn Nam: City: Phone: . Puy Rhone: CC: Date: 1 sg Number of pages Including cover sheet: ' a_■O■ 1a. � mt NORTHWEST PUMP & EQUIPMENT PETROLEUM, INOU97AI4. 9 DIVAONMENIAI. EOUIPMEN7 Bill Durkin cam 601 Souln Snoauelmie • Seattle, Woehenglon 98tO8 206.02241C0 • 1.00040Z•PUMP • Pax 206.022.4826 Bmatt wdurktnanwpump,aom REMARKS: ❑ Urgent 04 your review 0 Reply ASAP ❑ Please content "MOW? ? W4. CDWVC 40••rIptJ, S'LEA'bt cis 4k. 'al CPte STtdN X CAN a 1.1.46Y5' titiA L, K AVOW 'C t'; Chw'1til mix. L°* "Tit eesokik 'f p ND 10'16.'4 0 0.41:44€04r3 ANSI•pf U. , nu IN K" $401' Y9►1 FIND 'TAO, X52.04 iikt4 FtcI�I I TO( to e.c1 %T'S A4oEzortLt Ty ere PIP1i1Ch wet (IQ "TIM Glev I) "Ttl) ) (pots) ( ∎-•) CCU. + /to • 5 5 Q., •7 o S • 3 t 1 �.. RANCH LOCATIONS Portland, Oregon • Seattle, Washington • Spokane, Washington • Billings, Montano flI2cx:oc718 o; :1;. €NVIROFLEX© for Ft;---Oil and Generator Systems April 1, I PPd oneering'•Piiinaly and Secondary Containment Systems _ Summary of Test Results Reported by Underwriter's Laboratory of Canada in April 1994 Leakage Test Samples of the pipes and fittings were subjected to 500 psi static pressure (twice the rated pressure) and held for 1 minute. Observations were made for any possible dam- age or leakage. The test was conducted at temperatures or 73.4'F, -40'F anti 122'F. Results: The samples tested withstood the test conditions without leakage, rupture or other evidence of damage. Vacuum Test The pipes and fittings employed In the leakage test were subjected to an internal vacuum of 11.1" of mercury for a period of 5 minutes. The test was conducted at 73.4°F, Results: The sample pipes and fittings withstood the applied vacuum without collapse. Hydrostatic Strength Test The pipe and fittings employed in the leakage teat were subjected to a slowly Increasing hydrostatic pressure of five times (1250 pal) the maximum rated pressure (250 psi) and held for one minute. Results: The sample pipes and fittings withstood the applied pres- sure without leakage, rupture or other evidence of damage, Low Temperature Bending Strength Test Representative samples of pipe of both sizes, 1 meter long, were conditioned at • 40'F for 24 hours, and then wrapped around mandrels having diameters equal to ten times the IDs of the primary piping. The samples were then subjected to leakage, hydrostatic and vacuum teats. Results: The sample pipes withstood all the test conditions without leakage, rupture or other evidence of damage. Pull Strength Test Two samples of all sizes of flexible primary pipes, 1 meter long, were, in turn subjected to longitudinal pull forces of 450 pounds fora period of ten minutes, It waa required that the Aloes withstand the longitudinal pull without Any cracking of the pipes or coupling movement. Results: All samples withstood the longitudinal pull force without damage to the pipe or couplings. Permeability and Aging Tests Three samples of all sizes of primary pipe were filled with the following liquids and placed in a controlled environment maintained at a temperature of 122•F. for a period of 90 days: • ASTM Reference Fuels A and C - ASTM Reference 011 No, 2 - Gasoline: premium b regular unleaded • Toluene • Ethanol - Methanol Following the exoosure period the samples were tested for loss of liquid, hydrostatic strength and pull strength. Results: The samples retained at least 9996 of their liquids and with• stood the hydrostatic pressure tests of 1,250,18 pal with. our leakage and the pull rests of 450 pounds without any movement of the couplings or damage to the Aloes. Conclusions This product is Judged to be In compliance with U.C/ORD• CC107 .4.1992, (Ducted Flexible Underground piping Sys- tems for Flammable and Combustible Uquids) and Is ca- pable of being installed In accordance with the National Fire Code of Canada, ENVIROFLEX for Fv'` "Oil and Generator Systems April 1, 1996 econdary Containment Systems UL Listing Data (Continued) Pile MtlbIO Y$l. l Siee. f Pest* ! I..wdt ft•!•!f sad Aapre O.vts d, 1•fr4r1 MIAMI/ 1St a3*netaetutirta nava sad feast!.*, "Milan Wagon elated and !M outwit •futa33 la Aetari. M. will OWAS 1e NA Total NAsatnsase boi11f lobos inetruetIM ., • in e.s►tMa1M vtea t*s itsdarwritars Laasrseerlat tea. Listing Satli daaeriaed Miles. ne Aa,Ottig for !M gips 1s prime! an tins Undo les. fla. 111 t/0 sot are Sad eats tine hese ■t tsearvels of net rw* lNn If la. A AM•Cesa4ea Orator la YIM Wawa snoop. asap Ma alas* ink Oats She ases. the MOislo 0t3fa0, ?x3100, W0/0, Mitt., W000. M0/$O W Ma$10 !Attila WI to se owed 111* 'TOW Caaluwsl. tae.• sad aim salsa nod ar. Tas Mt*LLA10 proud as s ieeAI !Mi) L.i sO/3 1N Is the . it «t ensla% gsl1a l i IS 7. Alt.r*atlwty. !*. sail /6f sag alga M •lagad Ws t 'Wier 0Wa rat plowed es she Waldo of the Som. Liiiii.111iit UMAAAifm :TlAS tAi00A'lOatOJI £NC, Linn MOIMrr*&.LZ! CaVnint0age CARainn IMMO , 000 WITH WNW ,Cftt. sd, PC0701 111000, 41.000. M0730 All, W170 /721/100 t1s1a1 Cars rit•ii 1.13-'1)041.! 10:21 f.i`: 1.1!6622060 1:. ENVIROPLEP for F` Oil and Generator Systems April 1, 1995 Secondary Containment Systems UL Listing Data rx •1 . V 11111010100 tM4WWW ra. MOANS 1411111110001101104001 W..! /1141 .rwa 1.411 hoar .rr.rI I►10 lli/• vas. 1 s.s 1 se" 1 Asowoh 11.1.1► W MOM IIr7Atl 0011.11 •f•M i. •1u Y. . 01II,. 111.1 Il.1• 1j1uiw IS l fUllr t1wM•114l1 llt £M• 416444 M M MI 11. /111 II Mil uOIA♦ Nw1W.4 •UA4, M WPM opse rl• 44•1001 arairpri age Min 161 Maati I Mow 1161" triths 1 1 now tl.Ml NY. 0 44 •• PM.. •.M 1 / WON MIS HO. IS" 144 1104 MIN 106 M WOO PPM 1041 1464466446441 M Mr. rf 446446161 11 111. NMNq, ... •/r.W Us.►l M Wei 1. IY PAW sllrfrr/ swrl Ham mow Wr 1014111a4 M move of N.wwlw f. MY WWII $11. 1I104 NwW Ir W mew lnl.ff rrrN. rrlltlrlfe/ IAttMwtllf I. /.*lN 6wIM. MI. •bld 11rifl.M Y1.11/rM MN OS MI NM 1144144.44 lllfitittil ININLMMNW MOM. Mlle r, Mlle rrr• MOW •I I ~ �••�`Mr MOW rffWIJR tn. NI rllt 1•►H 111. U tltrl$U 10YrNtUt •1 S 11 MOWN UN 41" 111 puller ttegla..s r:y. (F T li MMi,f! �l fwisltrldias It SIIwIWrI. 11 Jars w.s.sw.r•s. sfq..s11 01 loot M..f IfR11N1w1. .1.�.�1�.11/f �lU N/M fat. M ' kI • .W 111 lM f11UMM 111.. u. ■L MM t_ ISO t.11 111 1.1 f1 W Iffy err WYd r�l/l.r u 1 I. lsf W //HI. ski Itllll, 1 /� it111, fr 1/1111{dyslY f1f M y atom, 1.1 /1rMit1*' WO Woo Olo mil` " '. ti.1c1 /i1M,a 4S1w. On* M. It, n1 710 11011/1 1101 Meld M NM1UM yams W 01114H41 1rm1rn111ru Ia W.r et. ••••■■■1 reel, d UMW lyl Ol.N 10M1411 14*1'I ESP .u3 t2 of 4) t1a'1111•`tltlt! ti: 4 F.U. r!'Secondary Containment Systems . :t: .:,,.... ENVIROi'i.EX0 for F Oil and Generator Systems April /, 1991 UL Listing Data (Continued) 11111,11111111 tstrtlra 1111.. AtIMILUSIVIZIALUZInAilait Peso/ 21.1Nr Yw Cs..i...w MA Vow CIAMN Hi loom MS A11i Wei Dew Oat PA 19494 .0111.41110 ONO • OW w aMD.w. gum. AO MAK W.i. 1Wfr. •..,■ MOM IMMO MOM •VOif W41/111•11MMin1f Maio_ .'►n.. it" Radio Tipsy Due C■11111' W%in.MsMw stv wN./i.MVti1MW al* tM miaow. psj w w11MI. SWIM IPA M yp.M>.l..gnww.iM 111.1M.I WIMNIir IY►fimMi. Y. Cot U 111.•4► Miser Isvossloe Presidia NI ism ✓ M.MAw.. r MN, w UI.4w.y Wv te M..Mw 811.0.11.111i1 1111181111Md ** .00H.I MN.ir t.*l. Y R..+M. PM MIAOW Y YI *MO w 14114∎.w I% UL ew.I. wives M Iosswi.4t M M W /u11.+•Us iaM.0 M.1..... MUM& MY. stows. 1. Ma reowi IM.. V d.Miw lot TO I.►. G'i. a.lwdike Mom Rom owls, n. K.ww rr.w Was room/ i.J.wO be Hai • iw.i a. _ -M.. Mom pri M..1 sink kw We V. MMrI esill M Wale) ►. Vow Mom win missed by IA. atf W WWI woe. t 'Ir.WiwewM, YMM011 I sM.w sM.ww.... % m e l to s M w its M. MA um N w a d e s % s . I 1.Miw W I M N M.18 MW Po Nos to W wow is Ni.i NM I•.. MIImN viii VIA MM•MMw.. Vetinlr poi. Mond lip. CtiAM lkI4M1tt 4)1111 TVA Alin Mww... r4..i.i 6ni.ia 1wiM Prom 414wiM Velpsi MrkyleiiIRRM Iniolisasse time i Id •twwn v.0104 uivwu011.rur.•' .19' *, 1.4.. p 11:1. 09.'uu t ; 25 FAX 12!! !i22:1t1.:! Vii! ! sr ENVIROFLEX® for Ft.. Oil and Generator Systems April 1, 1996 Secondary Containment Systems Determination of Appropriate Pipe Size Modern Diesel engines are very fuel efficient, large diameter piping is rarely justified. A conservative formula for determination of an engine's maximum requirement is .354 X Horsepower Gallons Per Hour 7.1 Example for a 600 horsepower engine: .354 X 600 • 29.9 GPH 7.1 To convert the Gallons Per Hour to Gallons Per Minute: 29.9 GPH cs ,49 GPM 60 The vast majority of Diesel engines can be adequately supplied with PP0500. The two most common size day tank pumps are rated at 2 GPM & 7 GPM. 2 GPM pumps usually have 1/2" Inlets (PP0500 la appropriate) 7 GPM pumps usually have 3/4" inlets (PPO7S0 is appropriate) Prunes Pumping Capability Suction Pumping Capability Pressure Pump r1g 5neeificntione Simgjex De Tenn_, rotas TOM Piii MOTOR HP HP AK, INLET GPM Standard o' 0 1/3 0.05 1 /Z" NIT 2.10 2 GPM Pump 100' 20 0 1/3 0.014 1 =" MIT PT 1.Oi 169' 80 1/3 0.15 1 /Z" NPT 1.74 210' e0 1/3 0.23 1/2" NPT 1.82 273' 100 1/2 0.28 3/4" NPT 1.50 343' 125 1/2 0.34 3/4" NPT 1.36 4.09' 150 1/2 0.39 3/4" NPT 1.20 Os 0 I6 7 GPM Pump 64' 20 3/4 0.i0 With Optional i°sa' 40 31 o 50 Motors 2111' so 1.1/2 0.95 273' 100 14/Z 1.10 343' 125 1.1/2 1.25 405' 150 1.1/2 1.40 ,S,,,tion Lift uc =. P. • LIFT RUN MOTOR HP HP REQ a GPM Pump zo' 200' 1/3 0.1 7 GPM Pump 20' Z00' 1 /2 0.4 3/4" Nan 7.25 3/4" NPT Q y1 3/4" NPT 6.60 3/4" " NPPF 8,00 3/4 NPT 3/4" NPT 540 ' -H • 1 INLET 1 /Z" NPT '3/4" NPT !!•• 1111 !1t! £NVIROFLEX for Fu'" "Oil and Generator Systems April 1, /996 Part No. Description....__. Pipe ID Pipe OD Minimum Bend Radius Maximum Working 250 psi Pressure `' ' econds Containment Systems ifftrrfi>irar r'ar>td ry. Vidts Piping Products Specifications PPOS001 1 1/2 " 'Primary' Pipe 1 0.51" I PP1501 1 = BP4500 1" Primary Pipe Primary Pipe 0.76" 1.52" 2.05" Minimum Burst j 1250 psi Pressure Operating Temp, Range Color Lsp+e0.05 -40'F / 200'F Chrome Yellow 6" 250 psi 1250 psi -40'F / 200'F Chrvme Yellow 1250 pal -40'F / 200'F Chrome Yellow 523 psi Secondary Pipe 3.9" 46" 36" Atmospheric 5 psi test -40'F / 200.E Chrome Yellow -40'F / 200.E Blue U.1. t 111: 26 F.11 120862206n: • .\ t '''.1 P £ u ' ENVIROFLEX' for FL '`Oil and Generator Systems April 1, 1994 U 1. : • .% •W/ 1111.•• . Pioneering Primary and Secondary Containment Systems Application: Above,- Ground Storage Tank With Above/Below Grade Transition Sump. ESP400.09 ( i of 3) %leo g rt ?Po c A lle+.! "a›);Pet. l ' ' Aw e 0 4 4 0 ( 11_•11/.... 11 • OMNTEC"' iil Centrollers 1:119 ! 1 a : to O 8° Description t ?MVTEC's Lt: leakdetec:tion and ovorifil•alarm systems provide continuous, accurate monitor• lnq in a variety of applications, These eusyto- install controllers alarm for high.levul and leak conditions. The LIJ controllers we capable of accopnng up to 9 >.t!nsors. The electro.uptic technology in the sensors used with these con. trollers allows users to easily cycle all sensom through a 3imulutttd 1rak, An alarm condition Is 'usually signaled by a dedicated LED indicator, tivluch remains lit until an alum condition is corrected, alarm conditions are audibly annun• elated via a 04•declbel piezoelectric pulsing horn The N EML.4X rating of the LU controllers indicates a weatherproof, currusiun•resistant product. The IX controllers are ruggedly con• structed to provide reliable and cost-effective periormancts, features • NEMA 4X weatherproof, corrosion•rt miwant • Remote sensor testing • Easily installed • Low•vnitage remote annunciator outputs • Relay outputs (See Specifications. Relay Outputs ■ LED indicators rated MTBF I: years • SpocitIc sensor display ■ Inputs accept either high•Iovel or Iaulc sensors ■ e.T., 1161ed • Third.party cenilird • Cost.e fecuve • Modified cnntrollcrs for special applications XERXES CORPORATION • 0n. 69.. tin In: 27 1=.1 1206h.2.f15_ts L111 LW LU I 1� *w ';I tr :.a.1r. Specifications Whom Prim Moot h•E,MA 4X 95r125 VAC, 47-140 lit 16 watts maximum Prtw to Susan row Oeble: 2VDCGS 13mA intrinsically sate for Claw t, Group D hazardous locenons Shielded 22 AWG with drain wire (OMNTEC EC-4 or EC42) Miaxstnum length 2,000 feet 95 d8 pulsing hom tiltlt•Ievel alum (Gaines) Uquid•leak gloom (LWF and LSSASC) Power U an (system detecting) Silences hom (auto dmeout also included) Testa entire system electronics, from sensors to comsat panol NoMW 1w /May Moor taunedlate SPST normally open dry contact 1.25 amp, 120 VAC Switches when an alum condition occurs (1 per sensor up to LU3) lnth�llYN OsIme WOW' Mum et 12 ADC 0to140'F L4.6erlei 102 4eties LS-MC For h1gb4JgWd level For hIgh4Iquid level and caution level For UgWd4 ak d detection ion in both under. For and and aboveground applications dry Wanda of Xerxes 44loot dimities, tanks LW? For double•waU dbertlawt dry tntendco • Additional demur applkatione available tech SP ennrroliers 1111`... nhst_II* RMI• tug• 11A-1• • Numbvr denatar number of Links or alarms LUI. -6Ib. LU2-4 tb. LU3—d lb. LU4- -0 lb. LL' &-8 lb, L1 :G-0 lb. v.1. Bated 51.O4 •Rutd.party ce U .d Note: Current publiahad apocUlcatioru ant tiuoject i0 Amigo wMoiu notification. Verify specificatiotu w (h •manr,feenown Fe WOW atimika OMNTECN OKNTEC Mt =., Inc, 3963 Pond Rosa Ronkonkoma, New York 11770 Phone: 516481.2001 Flux: 515491-2047 Email tomntec@cs.com hr elm libmilt XERXES. XEIt 8 Corporation •tio1 Xetxea Avenue South Minneapolis, Minnesota 53431 Phone: 612447.1890 Fax: 412.867.1982 lutp ✓/www,xertucorp. aom a 6, 2 LSASC Sensor PAM NUMIEII: 'x,'011 t)12 Description Like all OMN•TEC sensor's. the LS -ASc: is known for oasn of installation, reliability, cost•siTectivonoss and remote-test capability Its cylindrical shape and > PT fitting allow the LS•ASC to adapt to a vanetw of installations, ., major benatlt of the LS•ASC sttnsnr is that it can bu edited from a remote location. This etectro•optic 4unsar designed to detect liquid in sumps or double-wall eontatruwont trees. Sider it is nut positto1l•sensitivo, the LS-ASt' has thu ability to detect liquids at any angle, This sensor contains a prism, LED and light detector, When the pnsm is submerged 111 :. hclucrl, the light is refracted. This opens the closed blunt of light, which sands an alarm signal to the controller, The controller will then identify the specific sensor whit 311 alarm condition. Ruggedly constructed, with no moving parts, the solid -state LS -.SSG sensor provides re:iabie and cost•effeetive performance. Features ■ Tests ramnthtY ■ Detects Iiqutds at :thy angle ✓ No moving pa; =+ ■ Easily installed ✓ Se.if•diugnoot,L is Not affected by ny'dreicarbon vapors or condensation ■ Intr►nsicaliy safe ▪ h•,L, listed ✓ Third•purzy t;eriflud ■ Cost- ulloctwe ■ +1loainea sittior`3 for special application XE ES' 4CRPOFADON J •il' NP' PoPPLS :...,,a,r .., �, SMWfbls: No moving parts , c�t..'.n l � W ?w118 Cantn0dM Typical LS -ACC Coobis•wall Pipe Indianian was r!4 .0/uce pip c (ocw. �u.wvl; P , /4' SUwt.e,741 �� /W Inns Ike 2 WIC lb 10gnat Sync Calk Shuddtd 22 AWG with drys wtta (O1MNT!C EC-i or EC•t2) Mafomum length 2.000 feet POW* of OOM+tdn: by mast Along fin tc Nona let Cynglat tuepontufE Caarpnibla Ctrb+a84n�: Closed bunt of light Closed beam of !Iglu opens (rebuts) lminedLita 20 to 140.1' OE1a000 LUSrrih WAN t 2 :b. tl.tod 8L04 Thlyd•petty certified .hones' Curruni publiahad Ottifittlii0i11 dl+a.tutdtet to CAat14d wltAaut notifloatiun. VrrJy spre1fleatltrru: with +nanfacit v , O.y Caadw a Ito Wotlory Condition uo r, iv Ina. lokamlot OMNTEC"�' wen= gar., um, 2893 Pond Road Ronkonkoma New York 11779 Phone: 3104614001 e am 510.981.2007 EtnaU; tornntattc .coin Seem Wet Candlbso l ..................... •' ti 5.1, Mimic XERA ammompw XERXLI Cary4rndan 7901 Xerxes Menus South Minneapolis, Mtme:sots 5M:11 Phone. 812'67.1860 Fax 0122887.198» httpwc ww.scr:rscorp.cvm 14010150111 1heConsuc r1 " FACSIMILE COVER SHEET Please Deliver the Accompanying Pages To: To: Firm: Aj L Fax Number: g5 7 Re: ,,Pc co G et ik From: Comments: McLeod USA 3311 South 120th Place Seattle, WA 98168 Telephone: 206 - 277 -8182 Date: ,S -9 -ae) /t UP ey r. GL ti odGC u•4 t" L tL L YOU WILL RECEIVE 7 PAGES OF COPY, INCLUDING THE COVER SHEET. W YOU DO NOT RECEIVE THE CORRECT NUMBER OF PAGES, PLEASE CONTACT SENDER AS SOON AS POSSIBLE AT _206-277-8182 PLEASE ASK FOR: Donny Brandt Thum: you, OUR FAX NUMBER IS 206-277-8M $t, I ".inl MGM —The Cauttgt t01I Otgathatiar FACSIMILE COVER SHEET Please Deliver the Accompanying Pages To: Fax Number: , Q (o 57.r :1) 6'00 Re: r_trt L c4 From: a 014 / Comments: McLeod USA 3311 South 120th Place l i •, Seattle, WA 98168 � L Telephone: 206-277-8182 Date: .• YOU WILL RECEIVE -„L PAGES OF COPY. INCLUDING THE COVER SHEET, IF YOU DO NOT RECEIVE THE CORRECT NUMBER OF PAGES, PLEASE CONTACT SENDER AS SOON AS POSSIBLE AT :IO6.277.8I82 PLEASE ASK FOR: Donny Brandt Thank you. OUR FAX NUMBER IS 206- 277 4UU$4 (Illkrx w: ltilwaukrr .tliuun,l olix tirrnlr ITruvrr t:,ulon+u'+ Spring* 1ir.uul Rapidx tit. Paul 10 :25 F.0: 12066229629 cow u+est q Pww butem lbit :tt PCMP X012.•012 Sper.ifiratinns No moving puts Typical LS-ASC hobls.waU Pipe installation rK n I gb.ttt a Pm 2VDCalamA Late Gelb. Shielded 22 AWG with drain wits (OMNfEC EC-4 or EC-12) Maximum length 2,000 feet Mulpbs 11111110: by taadlIbm Mom endllbut Cooed beam o1 Ught Closed bean of light opens (refracts) Pryor boo: Ooentlnl bombfe: Canal* fliet wsI 4Prolle Immedtaw 20 to 140' r 0F.1L000 LUSerle i 2 lb. (load 6104 Third•party certified Now Clrrrimt publlehed 1paefjkatiorft art subject to Mono Willow notloulon, Vert13i spre(fleeionr writh,rrattufaelurrr. by wtlflita 610 Wst/Ory Condition fa W. alawiti OAINTEC' OMNTEC Mt`., lat. 16033 Pond Road Ronkonkoma. New York 117 ?0 Phone: 610.961.2001 Fac 510.681.2007 F.myil; tornntecvVcs.corn wrta INN IM IIItI l i tailor =MI Corporation 7601 Xerxes Avenue South Minnsapoiis. Minnseota 16431 Phone: 612487.1660 Frio 612+1674662 herrllariaw.ssracr r rp.turn • BLDG A 12301 SC, 9 1 = 60 -0 0 25 50 75 100 150 200 250 MY 0F.1 MAY ti Intergote,Weat Tukwila International Blvd. Tukwilo WA Soh), Corporation Architecture Group IC \ \ ' ANNEX XI Ne 'ASH OSURE NEW FUEL TA FOR IC .ro ` 1iTY OF,NKWIIA ..- .- -APPROVED MAY 111,-20001.--- a u1LU 1715r Intergote.Wesl Tukwila International Blvd. Tukwilo, WA DRAWING TITLE OF TUKW7LA ..��` APR 2 8 2000 PERMIT CENTER MXZOOG'O78 oIrfc4ow Lel(.' SITE PLAN SHOWING ICG FUEL TANK DATE SCALE FILE DRAWING 4/28/00 SK-S14 1" 40' sitel OA.dwg Sobey Corporotion Architecture Group 101 Elliott Ave. W. Suite 330 Seattle, WA 98119 P,O,Box 9847 Seattle, WA 98109 206 - 281.8700 Og V r POUR PORY otPtiO o 1't Gsos'A MODEL NO. MHR --D- .300 PARTIAL SIDE VIEW DIMENSIONS r 0 1 UOILL5H0vtriM L2 InOwe - wi - W2 Incltn gfATW 61 E.V. PRIMARY Amo 7'1 POUR VENT 88 © .. 116, .. 0 r1 CO e• UO r• NOZZLE INT -4 L 0J 1 L2 -----u PARTIAL SIDE VIEW DIMENSIONS L1 WAN L2 InOwe W1 :AN W2 Incltn H k J e 132 88 96 99,38 55 Wet � a YQ4 ' . Sourwa w. , 4 A 2 4K / d' © 0 IQP PLAN (THRU O) R TUBE I L._ C. POUR PORT MONITOR et _ .. IM I uL11I 1 1 CUSTOMER APPROVAL: DATE; SHOP ORDER NO.: zO&OO79. s ir..l a,, iwi.cr so thng. wthout Ao. SUPERVA ULT MH PROTECTED ABOVE GROUND STORAGE TANK OATE 8/24/94 REMSION PATE ; 12/20/96 ORAMwc NUMBER C 1500 I§ i; THE FIRST TANK TO PASS THE MULTI- HAZARD TEST It can be kept in service when others are replaced, VAULT MH Multi- Hazard Aboveground Fuel Tank ••.;c +�f:: y: `x1!1 4. • .:. (rn.' %rcfirm irlrnin ritIcim•y SulrrrVault Mii nr :Idol Iota ruin r nn :f rut hot! 1 • 1 su tga oar +rr • 1r. — • SUPERIOR CONSTRUCTION Engineered and constructed for maximum protection, the SuperVauit MH outer steel tank provides secondary containment as well as protecting the insulation from wind, sun, rain. snow and fire. The secondary containment an conforms to UL -142 requirements and can be pressure tested in the field. The insulation has been dpeciaily formulated to give maximum thermal protection of the internai steel tank and helps guard against corrosion of the steel primary and secondary tanks. FEATURES *Fully listed tank assembly — 4 hour fire rated — SwR195.03 & 93.01 - UFC Standard A-11-F-1 (79-7) — UL 2085 Protected Tank, insulated and secondary containment tanks *Complies with NFPA 30 And NFPA 30A •C.A.R.S. approved 'Secondary containment tank exceeds 110" primary tank *No external diking required for secondary containment per L'FC • Designed to %vithstnnd natural disasters including earthquakes, hurricanes, and floods • Integral supports provide seismic anchorin . capability and ground clearance for easy handling 'protected with a high performance industrial coating to keep the tank looking great for years. *Leasing available •GSA listed for government jobs ►�f DISPENSING EQUIPMENT We can factory equip your SuperVault M1-I with ,a variety of different fuel dispensing packages for fleet. aircraft. or other types of fueling operations. The SuperVault MH is the first tank to pass the SwRI 93 -03 Multi-Hazard test, the toughest national test for aboveground fuel tanks, Most tanks are single- hazard rated which means they can withstand a hazard (fire, bullet, impact) one time, but have to be disposed of carefully. SuperVault MH has been tested for multiple exposure to fires and other hazards and has passed an extended element exposure test, This means that if the SuperVault Mhi experiences a hazard, it may be recertified and kept in service rather than having to be replaced. • No tank replacement cost. • No disposal cost. • Minimal down time. BENEFITS •SwRI Multi-Hazard Rating • Reusable after hazard exposure (subject to inspection and re-certification) • Lightweight (low shipping cost) • Easy to install and relocate • 30 year transferable warranty 'VD RE I'EST The frcf fnnl rr,rs rrla,.ril to n 1,11011' 1 flu- for 1 1/n11rt mtd Ihrn rrlr:frrl for r hour: affrr lhr �nllnrrnr� fr:1 . Ilh r fur rrIlu.urr Inul •1:•.rnrbhr'. ,nr ,nbterled to fhr rnrlxn 1 rru,n,n and , uul,v rl�n fl of n ln1:r arlmn lhu1� 1 11) uIhb, r r 111r at n 1111Iunt t' of I1)1) 'rCt, Pc( 1LIn:t1, cur 11/r11 ,11 troll, ru tlrfrtunn, In1I11,tst 11111,ut 1, LA: .I :.. 1 L1' tXI ._i- 1... we N 111111i-_ r r -r' ��-• Tnnk� fur rrqurrCa la wltl» tun, the unynrt 1,1 u 12,000 lb. butter ug nn, whuh .>uuuhttr5 d Rdudr traveling at 21) unto per hour. SuperVault MH Multi- Hazard Rated Protected Aboveground Fuel Storage Tanks �SunerVault M1�i' The SuperVault MH is the first MULTI - HAZARD RATED Insulated and Protected Aboveground Fuel Storage Tank available in the World and it is the first tank to pass the stringent safety requirements of Uniform Fire Code Standard A- II -F -1 (formerly known as 79 -7) and Southwest Research Institute Standard 95 43 and 93 -01. The Multi - Hazard Rating allows the SuperVault MH to be recertified for use after exposure to a fire, puncture or impact. The SuperVault MH provides safe aboveground storage with the highest insulation value available in a lightweight concrete design. The unique design provides unsurpassed fire protection and puncture resistance while also making handling and installation much easier than tanks encased in normal weight concrete. Since the tanks are relatively lightweight they can be shipped anywhere in the world. The insulating concrete is also protected from deterioration and damage by an additional outer steel tank. The SuperVault MH is available in two styles, cylindrical and rectangular. pq, j�H „Cvlindrleal Tanks - Available from 250 Gallons to 20,000 Gallons The Cylindrical line of the SuperVault MH offers two advantages to the fleet fueling operation: larger capacities available and less unusable capacity. Because of their height these tanks generally require either a ground level fill or an access platform for filling. Special plumbing and , valves are included in the equipment packages for these tanks because the pumping unit Ls mounted on the end of the tank for convenience. • SuperVault MH Rectangular Tanks, - Available from 250 Gallons to 2,000 Gallons The Rectangular line of the SuperVault MH offers two advantages to the smaller fuel user: less visual impact and the simplicity of tank top equipment. Because the rectangular tanks are lower profile than their cylindrical counterparts, pumping equipment may be conveniently located on the top of the tank and still be accessible from the ground. Juno 14, 1996 ploduw LI: 2 ■ n Super Vault MH • Multi-Hazard Rated Insulated and Protected Aboveground Fuel Tanks Cylindrical and Rectangular Styles C TESTING, CERTIFICATION and LISTING PROGRAM • MULTI-HAZARD 4-HOUR FIRE RATING • SwRI Standard 95-03 and 93-01 • UL 2085 Protected • Uniform Fire Code Standard A-II-F-1 (formerly known as UFC Standard 79-7) • Juno 14,1996 Listins SuperVault FL Series Fuel Storage Tanks that meet and exceed tough new regulations proposed for protected above ground tanks. 2s0 gallon FL Series ml►ert 'utt1 immediately (iltc'r 2.0001: 2•Itcurr trrc� espn.►ttre, .4 t''rctp internal temperature tlse less titan 26(rF a,t.r 4.ltottr lire test, FL Salo Tanks available in recta Ssthlar and t lin�lrical styles, SMART. • Cost Effective • Lightweight • Portable • Easy To Install SAFE. • Fireproof • Gullet Resistant • Environmentally Safe • Easily Monitored erVault • I II • Built•In Seismic Restraints • Integral Seconclarti. Containment • Outer Tank Capacity Exceeds ! IO% of Primary Tank SECURE „ . • SuperVault MH Multi-Hazard Rated INSULATED AND PROTECTED ABOVEGROUND FUEL STORAGE TANKS Cylindrical and Rectangular Styles Product Information & Specifications 4 SuperVault MH .Smart •Safe •Secure •Reusable Fire after Fire, Bullet after Bullet, Impact after Impact MAR& 1XUSCO WXDA JPPO Advantages of the SuperVault MH • 30 -YEAR WARRANTY: (see actual warranty for details) • ATTRACTIVE: Both styles have been designed to make an aesthetically pleasing fueling facility. • EASILY MONITORED: Monitoring is easily accomplished by checking the monitor tube. • FULLY LISTED TANK ASSEMBLY: All SuperVault MH tanks are Multi- Hazard Rated, Insulated and Protected Aboveground Fuel Storage Tanks listed to UL 2085 Protected Tank, SwR195.03 and 93 -01 and UFC Standard A-11-F-1 (formerly known as UFC Standard 79 -7) with a 4 -Hour Fire Raring. • BEST INSULATION: 1. MADE OF LIGHTWEIGHT CONCRETE Lighter tanks make transportation and installation easier and less costly. 2. SOLID CONCRETE INSULATION Cannot slough, settle, or compact away from the inner tank during normal use or during a fire event insuring maximum protection of fuel and property. The Special Insulation Formula also helps guard against corrosion of the Steel Primary and Secondary Tanks. 3. HEAT TRANSFER TO THE PRIMARY TANK AT AN ABSOLUTE MINIMUM No other tank provides a higher level of insuladon and fuel security. Prevents large fuel losses due to evaporation in hot climates. <. MULTI - HAZARD RATED! • 4-HOUR FIRE RATING: The SuperVault Mil is the first tank on the market to pass the SwRI 95 -03 multi - hazard test, the toughest test for aboveground fuel tanks by a nationally certitled testing lab. Most tacks are •Ingle - hazard rated which means they can withstand a hazard (Fire, Bullet, Impact) one time, but then have to be disposed of carefully, The SuperVault MH has been tested for multiple exposure to fires and other hazards and an extended element exposure test. This means that if the SuperVault MR experiences a hazard, It may be r ertifled and kept in service rather than having to be replaced. No down time. No tiiol loss. No replacement cost. The SuperVault MIi. Built to last. • PUNCTURE RESISTANCE (BALLISTICS): The integrity of the primary tank is not endangered by the many bumps and bruises encountered in equipment fueling operations and meets UFC requirements for bullet resistance. • HIGH IMPACT RESISTANCE: The SuperVault MH meets the crash test requirements of UFC Standard A- II -F -1 (also called 79 -7). To meet the requirement the tank must be able to withstand the impact of a 12,000 pound battering ram traveling at 10 mph. • ADDITIONAL SEISMIC RESTRAINTS NOT REQUIRED: Built -in supports offer integral anchoring capability. • EXTERNAL DIKING NOT REQUIRED BY UFC: The SuperVault MB outer tank provides 110% of secondary containment. • GUARD POSTS NOT REQUIRED BY UFC: The SuperVault MH tanks meet the impact resistance testing of the Uniform Fire Code. • AVAILABLE IN TWO STYLES: Fuel efficient cylindrical or low profile rectangular. hula 14, 1996 Super Vault MH Multi-Hazard Rated Insulated and Protected Aboveground Fuel Tanks Cylindrical and Rectangular Styles CERTIFICATION by CALIFORNIA AIR RESOURCES BOARD TRUSCO TANK INC. SuperVault MH Technical Specifications SnerVault MH - Construction • Entire tank assembly is Tested and Listed • The SuperVault AN has been specially engineered to provide an economical method of aboveground fuel storage while providing a high degree of safety against fire exposure and a high degree of environmental protection. The SuperVault MIi consists of a fuel container (all steel construction) surrounded by insulation, protected and contained by another steel tank • Available in two styles: SuperVault MH Cylindrical with sizes.from 250 gallons to 20,000 gallons SuperVault MH Rectangular with sizes from 230 gallons to 2,000 gallons • Insulation: 6" of lightweight insulating concrete SuperVoult MN_- Approv its, • Southwest Research Institute Listed • Entire Tank Assembly Mu1d•Hazard Rated with a 4 HOUR FIRE RATING SwRI 93 -01, SwRI 93.01, UL 2085 Protected, and UFC Standard A•II•F-1 (formerly known as UFC Standard 79 -7) including Intetsddal Commnnicaden Test C.A.R.B Cerdiied for Vapor Recovery Systems • Fire Marshal approvals obtained per installation Super,., rVauII MFf Compliance • Complies with requirements of 1994 Uniform Fire Code for aboveground storage tanks, Appendix II -F for Reel dispensing stadons and Standard A -11-F•1 (formerly known as UFC Standard 79.7) • Complies with the requirements of NFPA 30 for aboveground storage tanks • Complies with U.S. EPA requirements for aboveground filet storage tanks SuperVoult MN • Testing Southwest Research Insdtute Listing is based on the following tests perfo ®ed on the SuperVault MX • Fire Test 4 bourn at 2000•F RESULT: The SuperVault 4%D3 withstands high intensity fire exposure without damage to the tank. Average temperatarc rise 165•F after 4 hour • Hose Stream Resistance 5 minutes, 45 psi stream through a 1 -1/8" fire nozzle after fire exposure RESULT: The SuperVault MX withstands hose stream impingement without damage to the tank • Bullet Resistance 5 rounds, 150 -grain M -2 ball anununidon, 0.30 caliber, 2700 feet/see RESULT: The SuperVault MH withstands five rounds without penotradon of the primary tank • • Impact Resistance 12,000 pounds applied over 1 square foot traveling at 10 mph RESULT; Thu SuperVaulaGi withstauds ltinctic impact without collapse or penetration of the tank • Leakage Test After successfully completing all of the tests listed above, a leak test was perfopned by pressurizing the tank to 5 psig. RESULT: The SuperVault MH was leak tight. This proves that the SuperVault MH can safely withstand exposure to multiple hazards. • Additional Fire Test Mtcr all the above tests were completed on a fully assembled test tank, the same tank was exposed to a second two hour 2,000•F fire test. RESULT: The SuperVault MN withstood the second high intensity Sae exposure without damage to the tank. M 14, 1996 ti FIG 244 FIG 244M EMERGENCY VENT) 244 EMERGENCY VENT Emergency Vent (pressure relief only) used on Aboveground Storage Tanks, as a code requirement, to help prevent the tank from becoming over•pressurized and rupturing if exposed to fire. FIG 244F DESCRIPTION The 244 Emergency Vent consists of a body and cover that moves up and down on a center pin. Pressure inside the tank forces the cover to Tilt up off the vent seat. allowing air to exhaust. The center pin guides the movement. When pressure talls, the cover lowers back down on the seat and the vent is automatically reset. CODE COMPLIANCE When properlysized for the tank, this vent will conform to the requirements of NFPA 30, 30A, UL 142, API 2000. and PEI RP200. MATERIAL 8 CONFIGURATION OPTIONS 1, Aluminum Body or Iron Body • suffix (I) indicates Iron. 2. Mefal•To•Metal Seat (brass) or Soft Seat (viton O•ring) • suffix (0) indicates 0•ring, 3. Male Threads /Female Threads /Flanged Mounting Connection • (M) indicates Male, and (F) Indicates Flanged, 4, Opening Pressure Setting • Settings indicated are approximate, EMERGENCY VENT SHOULD BE SET HIGHER THAN THE NORMAL VENT. SO THE NORMAL. VENT OPERATES FIRST, 5, Screened Opening • (4" & 8" only) specify WITH SCREEN ". N3 Mesh stainless steel screen used for theft control, Screen Is NOT intended to function as a Flame Arrester, WARNING: The 244 Emergency Vent must be properly sized and selected for each specific tank application In order to meet the proper VENTING CAPACITY requirements, WARNING: The 244 Emergency Vent Is for EMERGENCY PRESSURE RELIEF only and must be used In conjunction with o "Normal Vont" or Pressure Vacuum Vont such as o Morrison Fig, No, 364, 548, 748 or 749. ALUMINUM BODY STYLE (0 indicates Viton 0.ring Seat) IRON 000Y STYLI (0 Indicates Viton 0•ring Heel) P10 No Olze Opening Ship Venting Mounting Options Pressure WI. Capacity Connection Betting Ms) ICFH) (oz rso 11V (@ 2,5 P81) 244 & 244 0 4' 0 0 10.65 95,000 FEMALE NPT 12.0 16,00 95,000 PEMALE NPT 10,0 21.00 90,000 FEMALE NPT 6' 0.0 15.50 194,000 PEMALE NPT 10.0 21,50 194,000 FEMALE NPT 10.0 33,15 194.000 FEMALE NPT 0' 8 3 34 70 405,000 FEMALE NPT 10 0 08 00 465,000 FEMALE NPT 244P & 244 OP 3' 0A 38.50 465,000 FLANGED 160 71.50 465.000 FLANGED 244F 4 2440F 10' 2 5 32.00 906.000 FLANGED 9 4 "1 co 376.000 GLANCED 16.0 1.25.00 540000 FLANGED 244M 6 244 OM 3' (244 OM) 8.0 5.75 70.500 MALE NPT 4' 6.0 t 1.55 95.000 MALE NPT 12.0 16.30 95.000 MALE NPT 16.0 21.25 90.000 MALE NPT 6' 8.0 19.45 194.000 MALE NPT 10.0 24.00 194,000 MALE NPT 16.0 35.00 194400 MALE NAT a" 6.0 34.00 465.000 MALE NPT 16.0 66.00 465,000 MALE NPT FIG No 8Ize Opening Ship Vonting Mounting Options Pressure Weight Capacity Connection 5111ing (ibs) (CFH) (oz MCI In) 42,5 P81) 24414 244 01 4' 0.0 13,05 95.000 MALE NPT 12,0 19,00 95.000 FEMALE NPT 10.0 24,00 90.000 FEMALE NPT 0' 8.0 20.03 394,000 FEMALE NPT 10,0 20.63 194,000 FEMALE NPT 10.0 38,28 194.000 FEMALE NPT 6' 8,0 44.33 465,000 FEMALE NPT 16.0 77.63 465,000 FEMALE NPT 244MI 4 244 OMI 3' 8.0 8.00 70,500 MALE NPT 8.0 16 .i6 95,000 12.0 21.11 95.000 MALE NPT 16.0 26.06 90.000 MALE NPT 6' 6.0 27,76 194,000 MALE NPT 10.0 32,31 194,000 MALE NPT 16,0 43.31 194,000 MALE NPT 8' 6.0 34.63 465,000 MALE NPT 16.0 75.36 465.000 MALE NPT 23 FIG 351S CONSTRUCTION DETAILS - 'LAME ARRESTER 351 S FLAME ARRESTER Used in conjunction with a "normal" vent on aboveground storage tanks. Open (non•pressure type) flame arrester to help prevent the transmission of heat and/or an ignition source into the tank. Body, Cast Iron. Cover.. Cast Iron. Cap.,,...... Brass, Arrester Plates Stainless Stoat, Standard Features 1, Gauge Opening Cap. 2. Vapor Relief Capacity at 2.5 PSI .22,00© CFH FIG 351S W/748A 351S / 748A FLAME ARRESTER WITH 748A VENT Used in conjunction with a Fig 748A Pressure-Vacuum Vent on aboveground storage tanks. Pressure type flame arrester to help prevent the transmis- sion of heat and /or an Ignition source Into the tank, (FIG 748A is same vent featured in Presure Vacuum Vent section,) CONSTRUCTION DETAILS Flame Arrester Fig 351 S Pressure Vacuum Vent Fig 748A. Site Pressure Restrictions 8 Warning Setting 1, Do not use with acetylene. carbon disulfide, ethelonooxide or hydrogen (per sq In) gases. For use with normal hydrocarbon flames such as gasoline in air. 2' 2. Routine insooctton Is required to ensure airways are clear and free of 2' debris, Blocked airways can causo structural deformation of the tank. 2' SIZE Weight 2' 2" NPT 25 LBS 2' 2 o: A a: 8 o: 8 o: 12 of to 0: Vacuum Setting (Per sq In) 1.0 oz t 0 o: 1.0 o: 1 0 o: 1,0 es 1,0a: . Fig 351S/748A Ship Weight (LOS) 40.00 40.50 40,50 41,00 42,50 43,70 Venting Capacity CPH 62,5 PSI 20,200 20,200 20,200 20,200 18,800 18,000 WARNING: Obstruction of airflow through vents can result In structural deformation of tho tank. Atmospheric conditions and below freezing temperatures may cause condensation to occur and freeze. Freezing action con restrict movement of poppets and block screened air passages. Monthly Inspection and more frequent Inspection In cold weather by someone familiar with the proper operation of thls vent Is required to help guard against accidental damage to the tank. For further Instructions contact: Morrison Bros. Co. Dubuque Iowa (319) 983.5701. FIG 354 L355_ UPDRAFT VENT "Open' vent used on underground and aboveground tanks for motor Waling, Vent allows tank to "breathe" during filling /dispensing operations, 1 1/2" 8 2" sizes are CARE approved (89.12). NOTE: Open vent will allow unrestricted evaporation of product, Warning: Tank piping must be equal to the vent size, or less to maintain proper tank design limits. Pumping product through lines larger than the vent size, may cause the tank to rupture or implode, CONSTRUCTION DETAILS Body Aluminum Cap .... . . Aluminum Screen. 40 Mesh Brass SHIP VENTING SIZE WEIGHT CAPACITY 1.1 /2" Slip•on 2' Slip•on 0' Slip•on s' Slip.on 0.75 Ibs 0.75 Ibs 1,5 Ibs NA 27.650 CFH 27.650 CFH 59.000 CFH NA ..,r, .Q0 FIG 155 • Threaded (NPT) FIG 155 S • Slip-on w/ set screw 155 & 155 S DOUBLE OUTLET VENT Aluminum T•otyle Vent used prima- rily on smelt fuel oil storage tanks. Outlet Parts on either side of the inlet with 20 mesh stainless steel screen keeps debris out of the airway, NOTE: Open vent wilt allow unre- stricted evaporation 01 product. SIZE WEIGHT 3/4" 6 ozs. 1" 9 ozs. 1 1 /4" . 10 ozs. 1 t/2" 12 ozs. 2" 1 lb. 3" 3 Ibs. 1 4 r CONSTRUCTION DETAILS TANK GAUGES 818 / 818F CLOCK GAUGE Patent 5144836 For measuring liquid level in aboveground storage tanks, Gauge mounts on top of tank and is activated by a float connected to cable. Readout is on a 12 hour clock face. Small hand a feet, large nand • inches, Gauge can be read 20.30 It away to within 1/8 inch. Maximum measure• meat is 12 feet. Body Aluminum with 2 "NPT Male Connection. 2" Female Connection • 818F Float 'Stainless Steel Cable Stainless Steel, Standard Features: 1. Vapor tight construction, 2, Swivel 380' for desired orientation. 3, High level / low level decals for application on lens cover, 4, Standard float fits through a 2" schedule 40 pipe ntppto. Options (Must Specify): 1. Cylindrical float (for fit through 2" schedule 80 pipe nipple). 2. Motric conversion chart. 3, Single dial with 1/2 and 1/4 lull Increments (for 811 height only). 4, Extension leader for *Mended mounting above rho tank. 6. Orop tube float for turbulant conditions. Fits 2" 419 drop tubes. FIG 918 CONSTRUCTION DETAILS I918/918F CLOCK GAUGE ALARM Utilizes the Fig 818 style Clock Gauge with a built•in high level warning alarm. Contains a battery powered, intrinst• cally safe, alarm unit that is mounted remote from gauge. Alarm is set for desired level during installation and can be re, set at any time for a,cnange �n alarm revel requirements. Gauge Unit Fig 818 Clock Gauge style (same standard and optional features). Fig, 918 Gauge has alarm dial and internal switch, Alarm dial Is accessible on the clock face, Electrical junction box and lead wires for remote mounting are also Included. Alarm Unit Plastic weatherproof housing, 90 decibel high pitched "beep" cycle alarm. Features an on•off•test switch. Powered by two 9 volt batteries (included), 618 SIMPLEX TANK GAUGE Used for measuring liquid level In aboveground storage tanks. Best suited for vertical tanks over 12 F1, high. Gauge roadout by taps which passes over an Indicator mounted at 3 It, height on the lido of tank, Activated mechanically by a float that rests on the liquid lovol. Float Is connected to a cable that runs up through the top of the tank, across two pulleys, and down the side of the lank to the Indicator position. CONSTRUCTION DETAILS Tape Sizes Available: Tape for 31 Ft Tank Tape for 40 Ft Tank Tape for 50 Ft Tank Standard Features: Round Copper Float Tape Stainless Steel cable Vapor Seal Installation Instructions are included. Piping is not included. Shipping weight 26 LBS Options Available (must specify) 1, Round Stainless Steel Float with Swivel. (10,1/6" diameter). 3, Brass Cylindrical Float (1.3/4" Diameter, 32" Long) with center swivel. 4. Stainless Steel Cylindrical Float (1.3/4" Diameter, 32" Long) with center swivel. FIG 616 Note:Cylindrical Floats will pass through a 2" opening. AST SPILL PREVEN 00N AND ANTI SYPH JN EQUIPMENT FIG 9095 9095 A AST OVERFILL PREVENTION VALVE Installed at the fill port of an aboveground storage tank (top load. ing), Shuts off the flow of product when the liquid level reaches a pre. set warning level (90 • 95% full). Installed on a standard 4" NPT male connection. Fill connection 1s a sten• dard 2" male cam•and•groovefitting. CONSTRUCTION DETAILS Aluminum (hard.coat anodized) adaptor, anodized Aluminum body, Brass plunger and dashpot, Stainless Steel shah, linkages, and hardwaro, and epoxy coated steel piping, FEATURES 1. Adjustable float (1 1/21 for setting the precise level of shut•oft in the field and allowing it to be done using standard length pipe nipples. 2. Immediate and cushioned shut•off. Full flow up to within 1.2 seconds of closing and no abrupt kickback, jolt, or startling noise In the line when valve closes. 3. One piece adaptor /coupler casting, No extra seams and joints to leak when to portion is under pressure from closing. 4, Dry disconnect, After shutoff. product is allowed to automatically drain from the highest point so till nozzle can be removed without spilling, 5, Simple Mechanics, Minimum moving parts. Shut•olt is activated by basic hydraulic principle with no springs, levers, or complicated sequence leading to closure. CODE COMPLIANCE NFPA 30, 30A, UFC, BOCA, SBCCI /SFC, and PEI RP200. Size Weight 2' 12,5 Ibs 3" 28 Ibs 710 SOLENOID VALVE Installed on pipeline loading from on abovoground tank. This valvo la used to provont accidental siphoning of product from the tank in the avant of a fracturo In the pipe or other causo for Zook downstream and bolow the liquid levol. The FIG 710 Solenoid Valve is a two. way, hung piston typo valve with nor. molly 'closed at root positioning ". Tho valve opens upon receipt of an olec• tronic signal such as when a dia• panaer or pump is switched on. 90E QOMPLIANCF NFPA 30. 30A. UPC, BOCA, SBCCI /SFC, and PEI RP200.. QONSTRUQTION DETAIL; Forged Bronze body. Solenoid housed in an integral, watertight, expiosion•proof shall. Viton or Buna•N seals. 1. Operates at 120 volts (240 volt available). 2. Includes a continuous duty Class 14 standard coll. 3, Must be mounted with solenoid vortical and upright. 4, No differential pressuro is roqulrod to open the valve. 5. Connects 10 112• conduit. 8. Enclosure le watertight and rated for hazardous locations • NEMA 3, 4, and 7; groups 0 and D. 7, Available In Vilon or Buna•N goals. 8. A strainer with 100 mesh screen Is recommended at the Inlet. FIG NO Size Seal Orifice CV Operating Fluid (NPT) Material Size Pressure Temp (Inch) Differential Max (PSI) (DEG F) MIN MAX 71 0.0075 1 V 3/4" VITON 3/4" 6.85 0 105 220 30 710.0100 IV ►" VITON 1" 11.40 0 105 220 30 710.1075 1V 3/4" BUNA.N 3/4" 6.85 0 105 180 30 710.1100 cV 1" BUNA•N 1" 11.40 0 105 180 30 710.01501V 11/2" VITON 11/4" 17 0 105 220 30 710.0200 IV 2" VITON 1 1/2" 26 0 105 220 30 710.0300 17 3" viTCN 3" 93.6 0 45 220 48 ►Q.t1501V 11/2" BUNA.N 11/4" 17 0 105 180 30 710.1200 1`1 2" BUNA.N 1 1/2" 26 0 105 180 30 Power Usage (Watt) Ship WT (LBS) General Dimensions (Inch) A B C D 11.0 4.0 5.9 1.5 4,38 13.0 4.8 6.25 1.75 4.38 11.0 4.0 5.9 1.5 4.38 13.0 4.8 6.25 1.75 4.38 19.0 5.4 6.9 2.0 4.38 21.0 5.9 7.0 2.25 4.38 45.5 8.8 9.5 4.5 4.38 19.0 5.4 6.9 2.0 4.38 21.0 5.9 7.0 2.25 4.38 0 No. 85 - 2 in. Tokheim Flame ArlAester. Cover C� Sr i 2ch) , Fusible Link (Pho ?tic/ airoet t) Weather hood (A LUn "n "Am) Scale ki, Arrestor, Base w.•vw •• 4104 Print No.138 aal "ft% PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -078 DATE: 4 -28 -2000 PROJECT NAME: ICG .PHASE II GENERATOR ROOM SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # 2aResponse to Correction Letter J ... Revision # — After Permit Is Issued DEPARTMENTS: Building Division P MIlic Works 10 -S -4 • Fire Prevention Structural 0 Planning ivision Permit Coordinator • (Tues., Thurs.) Complete ❑ Incomplete ❑ Comments: DUE DATE:5:2622000 Not Applicable ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORR(CTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE 5-28 -2000 Not Approved (attach comments) rj DATE: C C ON N ON: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5199 ets Og ogio4 00,4txt,, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -078 DATE: 4 -7. -2000 PROJECT NAME: ICG PHASE II- GENERATOR ROOM SITE ADDRESS: 12.201TUKWILA INTERNATIONAL BL, JAL Original Plan Submittal Response to Incomplete Letter #,, Response to Correction Letter #_____ Revision # After Permit Is Issued •134kkli P is W rkq s.1 610 igFire G Prevtion r?-00 Structural PI nni g Division A? 410-00 o Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ' J Complete xi, Comments: • am ammo 1R1. • DUE DATE: 4 -11 -2000 Not Applicable ❑ TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: REVIEWER'S INITIAL APPROV&I,S OR CORRECTIONS: (ten days) Approved ❑ DUE DATE 5 -9 -2000 Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: '(�Y'Ve i l hit �t i [-cif 4 2v -�v CT N D E NAT ON: Approved REVIEWER'S INITIALS: Approved with Conditions ❑ wucwumc SAS DUE DATE Not Approved (attach comments) DATE: ,i City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the trail, fax, etc. Date: Plan Check/Permit Number: IVII2 1O O7 8 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name; ICG PRASE II — GENERATOR ROOM Project Address: Contact Person: Haynes Lund _. _ Phone Number: gysatThila Summary of Revision: W. Hami esimuszi aanat'1-mri/4i feed & i - crry OF TUKWILA .... !e c)ij ? g 2fiC1C1 Sheet Number(s): ,,,. ' .• "Cloud" or highlight all areas o revision including date of revision Received at the City of Tukwila Permit Center by: r Entered in Sierra on 4-a3 04/20/00 city of TUkWIIa Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Flre-Chlef April 17, 2000 • Fire Department Review Control #MI2000 -078 (510) Re: ICs Phase II - generator room - 12201 Tukwila Intl. Blvd. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Obtain a fire department tank permit through the Fire Department. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.5754404 • Fax: 206.5754439 0511 '00 10:31 ID :LANIF 7AX3800 FAX: . • Department of Labor A Industries Contractor Registration Section PO Box 44450 Olympia WA 91504.4450 PAGE 1 REGISTRATION VERIFICATION (360) 902-5226 PAX (360) 902•322R T EMPORA R Y /NN. N... Olympia Hesdqua rter� I..N 4/4••••• I •N..N .NN. ...... N , . ..... I`IMN ' N • . MW numi�ar 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. P 25.034000 t.4inretien vait`iestion 2.95 1teeey-.spires tr. ao Thank you eZad6-A--'