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HomeMy WebLinkAboutST - 3355 S 120TH PL - SABEY CORPORATION, INTERNAP, SARRIS, EXODUS III - STORAGE TANKSTANKS) UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST) 3355 S 120TH PL PARCEL NUMBER(S) 1023049082 RELATED PERMIT NUMBER(S) 647-11 1648-11 1724-11 725-11 1726-11 1727-11 647-11 1484-10 1485-10 258-10 1259-10 1342-07 343-07 1344-07 1642-00 584-00 1666-00 I M07-046 M I2000-181 I D2000-115 I AST -671-00 I AST -666-00 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: / 0 Z 0.30/1 9O& 7 - Site Site Address: 3 S ' Pt- 9S 1 6 Tenant Name: saA IbAft Ce4 r Suite Number: Floor: Property Owner's Name: S Chi -porch o f Mailing Address: %2201 New Tenant? ❑ - Yes 12 No Twkws(. tv►7tl .blvd, tf+ii ,C(0,,./ tAl CONTACT PERSON -if there are questions about the submittal. Name: Ecdk IM 0 GL1'?9u ze.a Day Telephone: 20 6 -- 391. 65" zd Company Name: PA G (G ! h 'fr J (C9 Mailing Address: 5b o c 3 r`t ve S - SE'ec-r -n& w rt 9&/7‘71 City State Zip City State Zip E-mail Address: e45ATt NhC• CcJ�-1•. Fax Number: Valuation of Project (contractor's bid price): $ L/< Ick _ tee. afifin-e-6, d r 4-1,93 s�v 1-�.(� Scope of Work (please provide detailed information): S et Gf (Z) a k a JL 9 rvwt.off 1 z f tb ct8t,c�1 > - sivh //a, 114,H -41f ( Jar per -6 /4 Snot re 2019,19 I t t j c 614.fzctered /% hate 2. PERMIT APPLICATION NOTES 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 Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 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 OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: a /JSP c -o Day Telephone: Date: '/2 3 / 7-64 - 39 f - 6(5 142 Plan Permit App.doc 5/14/10 TFD FP Form 8 Date: 8/23/10 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, McKinstry Company located at 3355 South 120`" Place 484-10 485-10 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the Intemational Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of premises shall reauire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # le -K-/0/ W..5" -7/O RECEIPT # 1e7 DATE RECEIVED: 8 -23 /O FIRM NAME: AK/0 FIRM ADDRESS: ,> 0 5 -- 7uirce , s DATE ISSUED: PHONE: JOB SITE: 3355 `3 120 12/ NUMBER OF TANKS TO BE REMOVED/INSTALLED: C2) INDIVIDUAL TANK CAPACITY (GALS): 7.5-4 PRODUCT TO BE STORED: ,/ NGW TOTAL AGGREGATE CAPACITY (GALS): 570 NAME OF BUSINESS AT JOB SITE: 54,64) 61-t>k PERSON IN CHARGE: 44'54 ©trate Zee PHONE: ala'- To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $` ,022 , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 a • Date: 5/27/10 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Auburn Mechanical located at 3355 South 120th Place 258-10 259-10 260-10 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of premises shall reauire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 INTERNAP TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # 251-76 RECEIPT #..5# DATE RECEIVED: -5---27-1-0 DATE ISSUED: S - 27%0 FIRM NAME: 4i21 U"fr,,_[,,tg PHONE: 2 - 713 —?78 ) FIRM ADDRESS: 2-62- L) • 1/4,4411g, 441 Al 4VISO,gd4 t)/ft JOB SITE: 3 3 S—s 'S /20 PC- v,L c (,4 L J NUMBER OF TANKS TO BE REMOVED/INSTALLED: 3 INDIVIDUAL TANK CAPACITY (GALS): 2--S—C) 741 PRODUCT TO BE STORED: 1--L) ( v . TOTAL AGGREGATE CAPACITY (GALS): Z$Tc 74- NAME OF BUSINESS AT JOB SITE: /ArT1&) 4— PERSON IN CHARGE: 'wl : 014 7p/r PHONE: 2 O - To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 30, av , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 - Date: 10/31/11 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Hermanson Company located at 3355 South 120th Place 647-11 648-11 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall reauire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # £ f7-//1/ RECEIPT # DATE RECEIVED: n DATE ISSUED: f , FIRM NAME: ,r yw fl ( l PHONE:2 FIRM ADDRESS: 2nd 'yH V.Le,n 1 t, sot Z JOB SITE: NUMBER OF TANKS TO BE REMOVED/INSTALLED: 2 1C, r1 INDIVIDUAL TANK CAPACITY (GALS): , RI Opa ` 2- 6 CDTA-i0 PRODUCT TO BE STORED: !J 'e 'cif A TOTAL AGGREGATE CAPACITY (GALS): 5 , NAME OF BUSINESS AT JOB SITE: PERSON IN CHARGE: Vt\C\ 1 1 PHONE: 2119 JCIlQ —521O To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. u1L >\\0/\ Mt -Ch Ptcm it- k MU -0-U Ji?ocjtvs X53 --7P(40-581 TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 N.,J Date: 12/16/11 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Hermanson Company located at 3355 South 120th Place 724-11 725-11 726-11 727-11 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # °Z ll 7.R5 --f/ 724 -(( 7271/ RECEIPT # DATE RECEIVED: DATE ISSUED: FIRM NAME: }*.r enl.m ( n CC) • PHONE: `" l IOD FIRM ADDRESS: 1124 2 r d 0S2_ JOB SITE: 9 S• 12D PL 1R NUMBER OF TANKS TO BE REMOVED/INSTALLED: bl INDIVIDUAL TANK CAPACITY (GALS): 2a) ODJ ear), PRODUCT TO BE STORED: -VP S" 1.,\ TOTAL AGGREGATE CAPACITY (GALS): \OnD Ci - NAME OF BUSINESS AT JOB SITE: C Y V1S PERSON IN CHARGE: elle f PHONE 9ti0:13t -1412 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 • Date: 6/25/07 0 O Tukwila Fire Department OPERATIONAL PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Hermanson Company located at 3355 South 120th Place 342-07 343-07 344-07 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted for *To install, alter, remove, abandon or otherwise dispose of a flammable or combustible liquid tank per Chapter 34 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Ninety Days - This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall require a new permit Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE V T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the International Fire Code. MISCELLANEOUS PERMIT #?•b ISSUANCE DATE: FIRE DEPARTMENT SPECIAL PERMIT # dY2 - a 7i 3r3 0 W -o7 RECEIPT # 2 X131 DATE RECEIVED: 7 DATE ISSUED: 0 ` -i5 7 FIRM NAME: tiertYIOU'lbb1\ Co PHONE: 20(Q 575'1760 FIRM ADDRESS: Lo't& 1 , 4 ave }.) ker**- t,01\ 980Iff JOB SITE: In+ernap Sobel Dtta. Cll. 3355 S. lap+a Pla,ci. NUMBER OF TANKS TO BE REMOVED/' ; _ ED: 3 INDIVIDUAL TANK CAPACITY (GALS): (4ailt(')P15 PRODUCT TO BE STORED: I TOTAL AGGREGATE CAPACITY (GALS): (000 cr1lah) NAME OF BUSINESS AT JOB SITE: IllieTIVID au --a- arctrz PERSON IN CHARGE: ] l )(1,Ir\SL J PHONE:: c D (_0j7 22.(6 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 3dl • 0'b , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 5/4/04 T.F.D. Form F.P. 31 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the Uniform Fire Code. MISCELLANEOUS PERMIT # ISSUANCE DATE: FIRE DEPARTMENT SPECIAL PERMIT # (111-00 RECEIPT #171917(g DATE RECEIVED )7f ) ( /OC) DATE ISSUED FIRM NAME: /"lW[1)0oWr4C.. - M t-4- PHONE 006, 76'7 - 149S FIRM ADDRESS : '7717 DETencr Aum_ S SE$1Cc.E., 1.J44 %OE) JOB SITE: Esccpv., 3I i a 20 S 5 121544". 1- c.McAL i a %c.4A , w Mk cOM 4Mr NUMBER OF TANKS TO BE REMOVED/INSTALLED: _.. INDIVIDUAL TANK CAPACITY (GALS): S 4 0 PRODUCT TO BE STORED :A Cbz > TOTAL AGGREGATE CAPACITY (GALS): S 4 Q7 NAME OF BUSINESS AT JOB SITE: Exri;x,S 3fl PERSON IN CHARGE : ,.1 PHONE : (2o L 4 V - 503 To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 75100 , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 4/00 T.F.D. Form F.P. 31 Dates. 1.1713/00 Na 642-00 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, Sasco Electric Business Name located at 3355 South 120th Place Business Address having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted forO install or remove any flammable; or combustible liquid:. tank per 79.116 of the Uniform Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. ransferable. Any change in the use or occupancy of premises shall require a new permit 7eA. THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE 41 T.F.D./F.P. #2 0 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the Uniform Fire Code. -7;'117 7�� MISCEELANEOOtS PERMIT # ISSUANCE DATE: FIRE DEPARTMENT SPECIAL PERMIT # RECEIPT # 20707 DATE RECEIVED 1/- /.3'"' DATE ISSUED///5 &0 FIRM NAME : 3,(5C0 £hEC,77?/C_ PHONE FIRM ADDRESS :. -.3 -3.56/ /.2U' j7L - ,%v k«,•; L 4 .. ? JOB SITE: 33S S S - /za }'l .T KaJ1L-,9 • 9 g./.6',5-- NUMBER /�NUMBER OF TANKS TO BE REMOVE INSTALLED %OG►no INDIVIDUAL TANK CAPACITY (GALS): PRODUCT TO BE STORED: TOTAL AGGREGATE CAPACITY (GALS) : /moi i t' ) NAME OF BUSINESS AT JOB SITE: &c't uS (1pM 4 cGA Terse PERSON IN CHARGE : Ryd k geAAAN AMA. ,D PHONE : 246 5--.2j6/7.5:W, To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 73%0° , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 4/00 T.F.D. Form F.P. 31 t Date: 10/12/00 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT Na 584-00 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, Casco ElPi^trii' Business Name located at _ 3355 .8th 120th Place Business Address having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for*TO install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. ransferable. Any change in the use or occupancy of premises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE A T.F.D./F.P. #2 a TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the Uniform Fire Code. MISCELLANEOUS PERMIT # ISSUANCE DATE: FIRE DEPARTMENT SPECIAL PERMIT # RECEIPT # DATE RECEIVED DATE ISSUED FIRM NAME:..a'r9SdO PHONE :2'(-/ '2 ) FIRM ADDRESS: :537,5:5 /24)71 / r.0 /LTJ) 4, f • ??,/64-' JOB SITE:.135151 /&)71', - 721Ku/L,4j%1,9. 7V% ie NUMBER OF TANKS TO BE REMOVEDINSTALLED- INDIVIDUAL TANK CAPACITY (GALS): PRODUCT TO BE STORED: i),M 1_ TOTAL AGGREGATE CAPACITY (GALS) : ,OCIC) Ca L NAME OF BUSINESS AT JOB SITE: c Caliu S J - PERSON IN CHARGE : 67), / /i600g7275 PHONE :,&A‘ -e.517/ 396-0 To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 4/00 T.F.D. Form F.P. 31 Date: 12/4/00 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT Na 666-00 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, Sahey._Ccrastniction located at 3355 _South 120th. Place. Business Name Business Address having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for *TO install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR $ LX MOtiL' Y1S— This permit does not take the place of any license required by law and is not transfer- able. ransferable. Any change in the use or occupancy of premises shall require a new permit. 9-/A ate..., Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the Uniform Fire Code. MISCELLANEOUS PERMIT # ISSUANCE DATE: FIRE DEPARTMENT SPECIAL PERMIT #44-60 RECEIPT # FIRM NAME: DATE RECEIVED DATE ISSUED PHONE: FIRM ADDRESS:. `/ Q/ JOB SITE: ?3CJ S / th I ` NUMBER OF TANKS TO BE REMOVED/INSTALLED: / INDIVIDUAL TANK CAPACITY (GALS): /74140 PRODUCT TO BE STORED: TOTAL AGGREGATE CAPACITY (GALS): NAME OF BUSINESS AT JOB SITE: PERSON IN CHARGE: PHONE: To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 4/00 T.F.D. Form F.P. 31 3:55 5, CITY OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (206) 575-4407 ALL PERSONS ARE ORDERED TO 3TOP WORK ON THESE PREMISES VIOLATIONS OF SPECIFIC SECTIONS OF THE CITY FIRE CODE ARE DETAILED ON REVERSE SIDE. REMOVAL, MUTILATION, DESTRUCTION OR CONCEAL- MENT OF THIS NOTICE IS A MISDEMEANOR PUNISHABLE BY FINE OR $300 OR IMPRISONMENT FOR 90 DAYS, OR BOTH. POSTED THIS DAY OF4:PAO\ la!? .510 FIRE PREVENTION BUREAU Fie\ 134.4.1cTre.A4kt;y, CITY OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (206) 575-4407 ALL PERSONS ARE ORDERED TO STOP WORK ON THESE PREMISES VIOLATIONS OF SPECIFIC SECTIONS OF THE CITY FIRE CODE ARE DETAILED ON REVERSE SIDE. REMOVAL, MUTILATION, DESTRUCTION OR CONCEAL- MENT OF THIS NOTICE IS A MISDEMEANOR PUNISHABLE BY FINE OR $300 OR IMPRISONMENT FOR 90 DAYS, OR BOTH. POSTED THIS_ DAY OF tell? S IRE PREVENTION BUREAU -Ra\ Trqsk-AatotiN CITY OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (206) 575-4407 ALL PERSONS ARE ORDERED TO STOP WORK ON THESE PREMISES VIOLATIONS OF SPECIFIC SECTIONS OF THE CITY FIRE CODE ARE DETAILED ON REVERSE SIDE. REMOVAL, MUTILATION, DESTRUCTION OR CONCEAL- MENT OF THIS NOTICE IS A MISDEMEANOR PUNISHABLE BY FINE OR $300 DR IMPRISONMENT FOR 90 DAYS, OR BOTH. r POSTED THIS DAY OFA Seo FIR PREVENTION BUREAU E&\Totv kitit\ SABEY CORPORATION May 2, 2011 Fire Marshall Tomaso Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Dear Fire Marshall Tomaso, 0 CaN This is a formal request to seek a variance to the new above ground fuel storage requirements as it relates to our data center operations specifically at 3355 South 120th Place in Tukwila on the campus we call Intergate East. This campus has been developed as a critical environment data center park and has been built in a phased approach with specific safety features that we have worked directly with your team on. As I understand it, a recent adoption of a new code is driving a change to new fuel storage limits. We would like the opportunity to meet with you and your team to find a solution that works for both of us. As always we appreciate your willingness to understand the needs of the critical environments that these data centers operate in. We are currently under construction and have an immediate need to find a solution. I look forward to hearing from you so that we may schedule a discussion. Sincerely, .744.40 Mikel Hansen SR VP Property Operations SABEY CORPORATION Chief Olivas, Tukwila Fire Department Josh Johnson, Sabey Construction REAL ESTATE DEVELOPMENT CONSTRUCTION / ARCHITECTURE INVESTMENTS Sabey Corporation 12201 Tukwila International Blvd, 4th Floor Seattle, Washington 98168-5121 206.281.8700 main 206.282.9951 fax www.sabey.com AEGIS ENGINEERING 6725 162nd Pt SW Lynnwood, WA 98037 www.AEG ISengi neeri ng. corn (425) 745-4700 phone (206) 801-5797 fax ALTERNATIVE METHODS/VARIANCE REQUEST SABEY CORPORATION SABEY IGE BUILDING 5 — SDC42 3 3 ,C- S. /10 PI ALTERNATIVE METHODS/VARIANCE REQUEST June 9, 2011 for: Sabey Corporation International Gateway East, LLC 12201 Tukwila International Blvd. Seattle, WA 98168 Fire Protection • Building Code Consult • Design • Engineer \ t SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods/Variance Request INTRODUCTION Page 2 June 9, 2011 AEGIS Engineering has been retained by Sabey Corporation to evaluate the proposed emergency power fuel storage and ventilation of the new UPS room located at 3355 South 120th Place, Tukwila, Washington. This document includes an alternate method in accordance with IFC Section 104.9, as well as a variance request. To assist in gaining permit approval of the Tukwila Fire Department, while addressing the Code requirements, a Fire Protection Engineering analysis is presented in this document. This project is being evaluated based on the 2009 International Fire Code (IFC), International Building Code (IBC), and International Mechanical Code (IMC), as adopted by the State of Washington and City of Tukwila. PROJECT CONDITIONS This is a Tier 3 colocation facility at Tukwila's Intergate.East, Sabey's flagship data center. Designed in pods to accommodate tenants, the building is approximately 510,000 square feet, containing several emergency generator supported UPS rooms for their tenants. It is our understanding that previous UPS and generator rooms were designed as separate control areas, under previous editions of the fire and building codes. We understand 4,000 gallons of diesel fuel storage currently exists in this building for emergency power generation. The currently proposed UPS and generator room were designed based on the previously approved approach. However, review by the City of Tukwila identified changes in the codes which adversely affected the design proposal. Two issues raised by the City are addressed in this evaluation. The City has requested an analysis from a Fire Protection Engineer to provide justification for: 1. The proposed installation of an additional 1,000 gallon fuel storage tank supplying the two new generators, which exceeds the 3,000 gallon limit of 2009 IFC Section 603.3.2.1. 2. The proposed UPS ventilation design discharging into a large open passageway and the generator room. ALTERNATIVE APPROACH The Tukwila Fire Marshal, Battalion Chief Tomaso, has agreed to evaluate an engineering analysis prepared by a licensed Fire Protection Engineer which details an assessment and acceptable alternatives and variances for this unique data center operation. 7 1 SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request GENERATOR FUEL STORAGE Page 3 June 9, 2011 In order to achieve the level of protection described by the code, AEGIS Engineering evaluated the 2009 IFC requirements relating to fuel storage for emergency generators. IFC Section 603.3.2 is a new section in this code edition. It allows for an "aggregate capacity limit of 3,000 gallons within a building." AEGIS Engineering conducted an evaluation of the proposed fuel storage arrangement in comparison to the previously approved fuel storage arrangements and the requirements of the IFC. As detailed below, the additional safeguards proposed beyond the requirements of IFC 603.3.2 for this installation result in a limited increase in risk to that allowed by Section 603.3.2. This report outlines justification to be considered for a variance to this IFC provision with this installation. UPS BATTERY CHARGING ROOM In order to achieve the level of protection described by the code, AEGIS Engineering evaluated 2009 IFC and IMC requirements relating to the ventilation of the new UPS room. The associated code language in the IMC is actually maintained by the code development committee for the Fire Code, as noted by the [F] preceding the code section. The IFC and IMC are not clear on whether the UPS room must be exhausted (defined as extending to the exterior of the building), or ventilated (which includes recirculating the air). In view of this lack of clarity, further evaluation was conducted to determine that exhausting the UPS room through the passageway and generator room provides the code mandated equivalent safety and effectiveness, and complies with the intent of the provisions of the code. An alternate methods proposal is presented in this report for this installation. CODE REFERENCES Section 104.9 of the IFC allows for alternate materials and methods to be utilized to meet the prescribed code requirements: 104.9 Alternative materials and methods. The provisions of this code are not intended to prevent the installation of any material or to prohibit any method of construction not specifically prescribed by this code, provided that any such alternative has been approved. The fire code official is authorized to approve an alternative material or method of construction where the fire code official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability and safety. i \ SABEY CORPORATION —TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods/Variance Request GENERATOR FUEL STORAGE Page 4 June 9, 2011 IFC Section 603.3.2 addresses fuel oil storage inside buildings when connected to fuel fired equipment. In particular, the three required safeguards allowing for 3,000 gallons are listed under the exception: 603.3.2.1 Quantity limits. One or more fuel oil storage tanks containing Class II or III combustible liquid shall be permitted in a building. The aggregate capacity of all such tanks shall not exceed 660 gallons (2498 L). Exception: The aggregate capacity limit shall be permitted to be increased to 3,000 gallons (11 356 L) of Class II or III liquid for storage in protected aboveground tanks complying with Section 3404.2.9.6, when all of the following conditions are met: 1. The entire 3,000 gallon (11 356 L) quantity shall be stored in protected above- ground tanks; 2. The 3,000 gallon (11 356 L) capacity shall be permitted to be stored in a single tank or multiple smaller tanks; and 3. The tanks shall be located in a room protected by an automatic sprinkler system complying with Section 903.3.1.1. UPS BATTERY CHARGING ROOM Exhaust and Ventilation have two distinct meanings in the Codes. The International Code Council utilizes the following definitions in the IFC and IMC: EXHAUST SYSTEM. An assembly of connected ducts, plenums, fittings, registers, grilles and hoods through which air is conducted from the space or spaces and exhausted to the outdoor atmosphere. VENTILATION. The natural or mechanical process of supplying conditioned or unconditioned air to, or removing such air from, any space. Section 608 of the IFC details the requirements relating to "Stationary Storage Battery Systems". Relevant requirements include: 608.6.1 Room ventilation. Ventilation shall be provided in accordance with the International Mechanical Code and the following: 1. For flooded lead -acid, flooded Ni -Cd and VRLA batteries, the ventilation system shall be designed to limit the maximum concentration of hydrogen to 1.0 percent of the total volume of the room; or 2. Continuous ventilation shall be provided at a rate of not less than 1 cubic foot per minute per square foot (1 ft3/min/ft) [0.0051 m3/s x m2] of floor area of the room. Exception: Lithium -ion and lithium metal 608.3 Thermal runaway. VRLA battery systems shall be provided with a listed device or other approved method to preclude, detect and control thermal runaway. Relevant portions of Chapter 5 -Exhaust Systems of the IMC follow. Note that the entire provision of the governing IFC requirement (IFC 608.6.1 noted above) is not carried SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request Page 5 June 9, 2011 over to this section, despite the [F] designating the provision as originating from the Fire Code: [F] 502.4.2 Ventilation rate in rooms. Continuous ventilation shall be provided at a rate of not less than 1 cubic foot per minute per square foot (cfm/ft2) [0.00508 m3/(s •m2)] of floor area of the room. APPARENT CODE INTENT According to Section 101.3 of the IFC, the overall intent of the Fire Code seeks "to establish the minimum requirements consistent with nationally recognized good practice for providing a reasonable level of life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises and to provide safety to fire fighters and emergency responders during emergency operations." GENERATOR FUEL STORAGE The code seeks to achieve a "reasonable level of safety' through the prevention, control and mitigation of dangerous conditions relating to the storage of combustible liquids. In particular, IFC Section 603.3.2.1 seeks to achieve this through the following three prescriptive requirements: 1) Limiting the aggregate capacity to 3,000 gallons. 2) Requiring the use of protected above -ground tanks. 3) Requiring the tanks to be in rooms protected with automatic sprinkler protection. UPS BATTERY CHARGING ROOM The code seeks to achieve a "reasonable level of safety' by limiting the accumulation of flammable hydrogen gas within the battery charging room. This is accomplished through the use of prescriptive ventilation requirements and prevention of a thermal runaway condition. ALTERNATIVE APPROACH GENERATOR FUEL STORAGE In order to achieve the level of protection described by the code, AEGIS Engineering evaluated the 2009 IFC requirements relating to fuel storage for emergency generators. Section 603.3.2 is a new section in this code edition. According to the International Code Council hearings, the intent of this section was "...to address the need for more / \ SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request Page 6 June 9, 2011 reasonable quantities... The added safety features (of protected tanks) more than compensate for the proposed quantity allowance of 3,000 gallons, and by having most of these safety features integral to the tank construction, the level of reliability is very high." The public hearings concluded by approving this increased permissible quantities when "protected tanks" are used and are located in areas protected by fire sprinklers. The proposed generator fuel storage will be in a 1,000 -gallon protected above -ground tank in accordance with IFC Section 603.3.2.1 Exception 1. In addition the room will be provided with automatic sprinkler protection in accordance with Section 603.3.2.1 Exception 3. While this code change addresses the majority of generator installations, such as those found in office buildings and high-rise buildings, it does not address large data center operations such as this. The limitation of 3,000 gallons within a building helps to ensure that the fuel source of combustible liquids is limited to 3,000 gallons, which would meet the needs of a typical fuel oil burner or generator. This goal is achieved through other methods for this installation; primarily the use of protected tanks and separate generator rooms. While the code would allow for a single 3,000 -gallon tank, this facility utilizes smaller tanks with volumes of 250 gallons to 1,000 gallons in separate generator rooms. This separation further reduces the risk of a single fire event involving or exposing the quantity of generator fuel permitted by the IFC to be exposed to a single event. Further, the proposed installation of this fuel tank incorporates the following additional features beyond those set forth in IFC 603.3.2: 1. Leak detection is provided for the interstitial space of the tank. 2. Leak detection is provided in the floor fuel oil trench. 3. Ignition sources such as smoking and open flames are prohibited. 4. Redundant fuel control panels will be provided. 5. Audible/visual alarms at fill location at 85% fill level is to be provided. 6. Automatic shutoff at 90% fill level with audible and visual alarm is to be provided. 7. The design, fabrication and construction of the tank complies with NFPA 30 and will bear a permanent nameplate with the UL 2085 listing. 8. Normal venting of the tank will be provided with flame arrestor. 9. Emergency venting of the tank will be provided with flame arrestor. 10.A fusible link shutoff valve will be provided to each generator. 11. Automatic detection will be provided in the room. 12. Manual pull stations will be provided in the room. In addition, the room will be constructed with 1 -hour fire rated walls (except for the air intakes which will open to the open, non-combustible airway) and 3 -hour fire proofing of structural steel within the room. SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods/Variance Request Page 7 June 9, 2011 We understand that the sprinkler protection provided for the generator room is designed based on a density of 0.20 gpm/ft2. This would equate to an Ordinary Hazard Group 2 design. The 2010 edition of NFPA 13, Section 21.27.1.7 specifies the following design criteria: 21.27.1.7 Standby Emergency Diesel Generators and Combustion Turbines. Sprinkler and water spray protection systems shall be designed for a 0.25 gpm/ft2 (10.19 Umin•m2) density over the entire area. Therefore, the sprinkler system for the generator room should be installed such that it is capable of delivering a density of 0.25 gpm/ft2 over the entire room. With this increased sprinkler density within the room, the additional safeguards noted above, and the use of multiple smaller UL2085 protected tanks at this facility, the level of protection prescribed by the code can be considered to be maintained, and the building should be granted a variance above the 3,000 gallon limitation of IFC 603.3.2.1 for this installation. UPS BATTERY CHARGING ROOM The City's correction letter dated March 17, 2011 identifies a requirement to extend the UPS ventilation to the exterior of the building - "This system should extend to the exterior of the building". Section 608.6.1 of the 2009 IFC requires ventilation of battery charging rooms "in accordance with the International Mechanical Code." Ventilation is defined by the IMC as "The natural or mechanical process of supplying conditioned or unconditioned air to, or removing such air from, any space." The IMC defines an exhaust system as "An assembly of connected ducts, plenums, fittings, registers, grilles and hoods through which air is conducted from the space or spaces and exhausted to the outdoor atmosphere." The Code clearly calls for ventilation of the space. However, it is unclear as to whether this must be exhausted to the outside, or the room merely requires ventilation. Further, IFC 608.4 allows the "battery systems to be in the same room with the equipment they occupy'. This would allow the battery system to be in the computer rack room. Computer rack rooms require significant amounts of ventilation for cooling, but are not exhausted. This further points to the use of ventilation for the battery charging room as opposed to exhausting the room directly to the outside. Even with the ambiguity of this section of the code, it can be demonstrated that the proposed ventilation provided at this project is at least equivalent in effectiveness and safety as a system discharging directly to the outside. • SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods/Variance Request Page 8 June 9, 2011 Valve Regulated Lead Acid (VRLA) Batteries are the most widely used battery type because of their high power density and ease of use. VRLA batteries are considered to be "sealed" because they normally do not allow for the addition or loss of liquid. A vented battery gives off sixty times more gas than a VRLA battery in normal use. During charging of a lead -acid battery, hydrogen is normally liberated. In a vented battery the hydrogen escapes into the atmosphere. In a VRLA battery, the hydrogen recombines with oxygen, so water loss is minimized. Under normal float conditions, approximately 95 to 99 percent of hydrogen and oxygen is recombined. The term VRLA derives from the use of safety valves that allow pressure to be released when a fault condition causes internal gas to build up faster than it can be recombined. Under normal operation, VRLA batteries recombine the hydrogen to form water inside the battery and release hydrogen only when overheated and/or overcharged. Callison Architects has provided analysis of the hydrogen buildup (attached) based on normal (float) charging condition. Our calculations identified that every battery charging at full boost (2.4 VPC) would generate a total of 67.7 cuft/day of hydrogen gas. If 100% of this hydrogen was vented (ie, no recombination of the oxygen and hydrogen in any of the batteries), it would take 12 days without any ventilation to reach a 1% concentration of hydrogen in the room. Only a tiny percentage of VRLA battery systems ever experience thermal runaway. It is most likely to occur on inexpensive systems without appropriate protective circuits or monitoring of the system. This condition can be triggered by a cell failure, improper float voltage settings, charger failure, high ambient temperature around the batteries, excess charger capacity, or a combination of these conditions. Charger over -voltage is the most common cause. In thermal runaway heat generates inside the battery faster than it can be dissipated. The safety valves open and the battery vents hydrogen until temperature and/or voltage are reduced, or else the battery melts or dries out. The IFC (608.3) requires protection to "preclude, detect and control thermal runaway'. These safeguards will be provided in this project. For VLRA battery systems, the ventilation requirements for human occupancy and electronic equipment operation in a data center or network room well exceed the requirements for the batteries, of 1 cu.ft. per sq.ft. floor area. The current design of the UPS room utilizes 41,000 cfm. Approximately 14,000 cfm will be exhausted through the generator room, which is louvered to the exterior, and the remaining 27,000 cfm will be relieved into the passageway outside of the generator room. This passageway is a large volume space with direct outside air openings (see Figure 1 below). It is utilized as air intake/exhaust space and for the purposes of this design can be considered to be equivalent in effectiveness and safety, to exterior exhaust. SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request Page 9 June 9, 2011 FIGURE 1: PASSAGEWAY WITH DIRECT OPENINGS TO OUTSIDE The volume of the UPS room, limited generation of hydrogen by VRLA batteries, 32 air changes per hour in the room, thermal runaway safeguards, and level of openness of the air tunnel and generator room all serve to provide an equivalent level of effectiveness and safety to that prescribed by the IFC. CONCLUSION In order to achieve the level of protection described by the code, AEGIS Engineering evaluated the 2009 IFC and IMC requirements relating to the ventilation of the new UPS room, and the 2009 IFC requirements relating to the additional 1,000 gallon diesel fuel tank for the new emergency generators. Clear code language relating to the exhausting verse ventilating of the UPS room was not found. Further evaluation concluded that exhausting the UPS room through the passageway and generator room provides the code mandated equivalent safety and effectiveness, and complies with the intent of the provisions of the IFC and IMC. / \ SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request Page 10 June 9, 2011 AEGIS Engineering conducted an evaluation of the proposed fuel storage arrangement in comparison to the previously approved fuel storage arrangements and the requirements of the 2009 IFC. The additional safeguards proposed beyond the requirements of IFC Section 603.3.2 for this installation were found to result in a limited, if any, increase in risk to that allowed by Section 603.3.2.1. The reasonable level of life safety and property protection prescribed by the Code will be met with the requirements noted in this report. Therefore, the proposed arrangements, including the increased sprinkler protection for the generator room, noted in this report should be acceptable as an alternative method for the UPS room and a variance for the Generator room at the Sabey IGE Building 5 — SDC42. Please contact me at (425) 745-4700 or by e-mail at Travis@AEGISengineering.com for any clarification of the information presented in this document. Prepared by: AEGIS ENGIN Travis Attachments Reviewed by: AEGIS ENGINEERI Brian C. Thomps CALLISON MEMORANDUM TO TUKWILA FIRE DEPARTMENT DATED MAY 09, 2011 Fire Protection • Building Code Consult • Design • Engineer CALLISON MEMORANDUM May 09, 2011 To: Tukwila Fire Department Battalion Chief Don Tomaso Fire Marshal From: Bob Winfrey Callison Re: Sabey Data Center Property 3355 S. 120th Place Diesel Fuel Aboveground Storage UPS Room VRLA Hydrogen Disharge Don, In reference to the above named property, we would like to provide you with the following building information. Regarding the recent IFC rule change for above ground storage of diesel fuels: The generator rooms consist of: 1. UL -2085 rated tanks — double wall tank with integral leak detection. 2. Surrounding walls of the generator space are one hour rated, with the exception of the air intakes. The radiator exhaust is vented directly outside via a plenum which does not allow for air mixture within the room. 3. Dual egress from the space allowing for greater safety levels for occupants. Doors are one hour rated. 4. The rooms are fully sprinkled to a density of .20. 5. There is full heat detection within the space. 6. All exposed structural steel is fire rated for 3 hours. 7. Diesel fuel is non -explosive. 8. Generator rooms are fully ventilated with 32 air changes per hour. 9. Fuel oil lines are contained in a trench with leak detection. The generator rooms are within a space in the building that has an occupancy rating of H-3, low hazard storage (see attached diagram). Building construction is type 1A — Fully sprinkled. The UPS room is constructed as one hour rated (rated walls and doors) with smoke detection. It contains VRLA batteries. Typical of VRLA batteries the following information can be applied: Number of batteries — 960 Total volume of batteries — 868 Cubic Feet Volume of room — 82,093 CU FT 1 420 FIFTH AVENUE #2400 SEATTLE, WASHINGTON 98101-2343 T 206 623 4646 F 206 623 4625 www.callison.com 3355 S. 120th Place, Memorandum to: Don Tomaso May 09, 2011 Page 2 Based on calculations from the battery manufacturer, the volume of hydrogen generated is 96 CC/day/battery. 960 batteries x .00014 CU FT(converted from CC)=.1344 CU FT/Hour or 3.23 CU FT/Day. In order to accumulate a 2% concentration of hydrogen within the space (with no air exchanges) would take 503 days. (2% of 81,225 CUFT, total volume of UPS room minus the 868 CUFT occupied by the batteries). Based on the mechanical design of the room, there are 32 air changes per hour.. With 41,000 CFM of air circulation, it would mean .00224 CU FT of hydrogen would be dissipated every minute. Bob Winfrey Enclosure c: Callison file #210252.06 ENERSYS DATASAFE HX VRLA BATTERY CUTSHEET TYPICAL PRODUCT CHARACTERISTICS Fire Protection • Building Code Consult • Design • Engineer co O 0 C Ci 0 5 V 4.4 °. n A 0 IHydrogen -Evolutfon-Rates co Z_"' 0 n N e} g QQ Q M U) co n f- M e- tea k- co r 0 e- O N it e - tit. 0 4D W CO CO W to 0 W N CQ w I o10 WO e,} Ui I W coco W . M coU) W W CD 00 U) W M U) W ,0 t0 W 00 IPJ W C0; U) W CO 10 w O . U)n C7 .,Q M 0 t>0 - 0 N N N N C') t0 M co � ..r Q N 00i co E ti. ti 0D 9 W r-. 0 N o Ui Q . n O W e- e- n. 9 W e- N n 0 W e- CO n 9 W O I n O W' v, U) :n 9 W N CO n0 9 9 W W U)0) CO e- f0 9 W (O . 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CO CO e' (D N 0 0 0 N N I M n Q M O. U) O n F- N (O U) V (0 M O'. u) Voll - r '- r. M Q In N O) Q., O t^ O e- n N N: N to c',..; O. r o CO Y .- O 7 n et M 0 goCO O aa- a0- N N co CU COn CO0 N co O ' 0) 0. N .- O (') CO cc: 0) 0 e0- co CO I U) U0) CO co OD co .0 �Z� O 0 N N e- e N Q 0 0 O. eN„ to N N M M O et 0) CPO s,•� Q' '- Q 0 n — of 0). .Q- N N N Q ICON 0 O QC. 0 Oy�Q 0 n f� .N N M ss�� (s) V' O CNU � O s- s- M N. to 12HX25 12H)(35 a 0 a- 08XHZL I g i N I 12HX135 (e) s e- r S z N g z N g A r 3 i N r" z=_$ N r a N. r. o e- r MAR -05-2001 10:30 FROM: SAB CONSTRUCTION r 3355 South 120" Place Field Office - Exodus Seattle III Seattle. Washington 98168-5121 2061 241.8240 main line 206! 835-9571 fax line www.sabey.com TO: 575+4439 f\ P.001/003 Fax DATE!T,ME 03105/01 3 TO: FIRM: SUBJECT Anchor Tests Exodus III - Tank Farm city/State/Zip Lt. Don Tomaso Tukwila Fire Department Job Sits Address FROM: Brian Ellingson CELL PHONE. 208-255-4545 CC Fits Phone: Fax Exodus Communications Seattle !ll 3355 South 120th Place Tukwila, WA 9.3168-5121 206! 241-8240 206! 835-957'i COMMENTS: Lt. Tomaso, Project - Exodus Ill Permit # - Ml2000-181 - Misc. Use Permit Fuel Piping Please find attached the final field test reports for the concrete tie down anchors from ANC for your review. If you have any questions regarding this material please call me at the above number. Thank you, Brian Ellingson ORIGINAL TO FOLLOW. Cl NO Br MAIL 0 BY OVERN(GHT OCLIVERY Q BY tv1ESSLrNO6R IF YOU HAVE ANY PROBLEMS RECEiVJNG THIS FAX PLEASE CALL Claudia O'Neil or Michael Truman C BY EMAIL AT 206! 241-8240 This facsimile communication is intended only for the use of the individual or entity to which it is addressed and may cxuttein information that IB prwtieged end Confidante! If the reader of this cover page it not the addressee, or the 917100y99 of spent of the eddre.sxap, please be advised that any disnwt)inalivn, distrltutlon. or copying of this communteetion is strictly prohibited If you rettived this facsimile In error. please notify ue Immediately by telephone end mail ttiis lax to us al The above address. Thank you. MAR -05-2001 10:30 FROM: ,%,21281 O L 1.0:08 FAX .MEC Earth 4 Emdrornsftai, Inc. 1335 M.E. 122' way, Wei 100 Tel 14+26? 8204890 0 -wand, Waahltl4>>rt 98434 Fax (426) 821-3914 ROJECT PtAME Exodus DORE38 3355 South 120th Place TO: 575+4439 11 P.002/ 003 4yuU1. DAILY FIELD REPORT PRCU[GT . 091 M13625-0 IoATE orTY PR GOCINTV Tulcwilla, WA 0111=NT Sabey Construction, Inc, t 2/27/01 l4r PERr NO, 02000-115 GENERAL CONTRACTOR Sabey Construction, Inc suscoNrRACrOA macmclueorkomommoomaa Tim Hyden 425 884-2908 image My REPREEENTAlivsPAGE N4 - Don Empey 425 854-1898 Cell, 425 820-4669 } WEATKER TYPE OF WORK reRFORMED Concrete Tie -Down Anchors EQUtPMGNT car in response to your request, AMEC have reviewed all of the test reports and the field test notes related to the anchor tests at the site referenced above. This review was intended to find duplicate and missed anchor test verifications. Upon review of the field reports, it was apparent that duplicate tests were the result of the rotor coding on the reports that did not show up in the blade and white report copies. The table attached to this report corrects this problem and summarizes all of the data for each test date. In addition to the color error, some of the test anchors results were reported incorrectly. The anchor numbers were incorrectly transposed onto the report sheet. This is also corrected In the attached data table. We apologize for this error. In summary, ail of the anchors were tested and passed the 26000 or 40,000 pound loads. Don Ernpey Senior Project Engineer Pe!1-0-e-- , os p The cpntrne or Ns field riport were attuned wIth the co,Tasct es on -a recrosontabve [] A preliminary copy of the field report was loft on albs. All roccenrneneetens cont: herein are eubeeCd to crones penda,Q review by the AMEC Praia get. AMEC (Rev. arae) FEB -28-2001 09:10AM TEL) ff3.o REPRES9NTATNE ID)SASEY COASTRLICTION AA10342 PAGE:001 R=93%: MAR -05-2001 10:30 FROM: T0:575+4439 P.003/003 ..,__11.2/28/01 10:07 FAX %`\ Q4002 emacs Tont Paws TY•4399Yi Ancianr!woes Tent A t.lne 14 Orly TWA DUO* 13 Der " of V16A11 1/17101 1/16+01 212!01 1>93101 11 0$ Meter 1112104 1117101 V18/01 V1Wt1 111001 11171 1 P 1P 2 P 2 P 3 P 3 P 4 F P 4 P a P F P S P 8 P e P 7 P 7 p 2 P 8 F P O P 9 P 10 P 10 P 11 P ii P 12 P 12 P t3 P 13 P 14 P 14 P 4..i1 4.1.914. ty Tad.3 Urn ly 1 P 1 P 4 F. t F 3 P 3 P 4 P 4 P P 6 P a P 6 F F P e F 7 P 7 P 3 F P P a P 2 P 2 P 10 P 10 P 11 P 11 P 12 P 12 P 1$ P 13 F P 14 P 14 P Ter* A Una IIx TM 8 Ltta 11 It I p 1 P 2 P 2 P $ p 5 P 4 P 4 P 6 P 5 P a P 6 P 7 P 7 P S P 6 P 9 P 0 P 10 P 10 P 11 P 11 P 12 P 12 P 13 P 13 P 14 P 44 P P To* AUs 11y Talk 8(Jae II I P t P 2 F P 2 P 6 P 3 P 4 p 4 P d P 6 P 6 P e 7 P P 7 P 6 P 8 P o P 9 p 10 P 10 P 11 P 11 P 12 P 12 P 13 F P 13 P 14 P 14 P Tani A Urn 111x Trt4Ulm 1111 1 P 1 P 2 P 2 P P 3 P 4 P 4 P tF P 5 P O P 6 P 7 P • 7 P a P a P 9 P 9 P 10 P 10 P 11 P ii P 12 F P 12 P 13 F P 13 P 14 P 14 P Tads A Lon Ill y Tart Olin 111 y 1 P 1 P 2 P 2 P 3 D 2 P 4 P 4 P 6 P 0 P 6 P e P 7 P 7 P P is P a P 9 P 2 P 10 P 10 P 11 F P 11 P 12 P 12 P 13 P 13 P 14 P 14 P p Mt se. ..... FE8-228-2001 09:11AM TEL) MEC Ete$n Etivuonnwl$d Inc Prim tt op' kat 1526-0 ID)SRBEY CONSTRUCTION P1 GE . Zel2 R=98% JAN. -28-20P1 11:52AM FROM-AWEC EARTH i ENVIRONMENTAL INC Fax To Company Fax Project No. Fax operator Dave Sabey 206-835-9571 0-91 M-13625-0 Lise Subject Anchor Pull Test Results Dave' 425-821-3014/ T-807 P.001 F-818 amec° From Lise Direct Tel 425-820-4669 Fax Pages 18 (inc. this page) Date 01/26/01 Cc Enclosed please find copies of the reports you requested earlier this morning. If you have any questions regarding this, please don't hesitate to call me! Thanks! Lise Eddy Dispatch MEC Earth & Environmental, Inc. 11335 N.E.122n0 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820-4808 Fax (425)x21-3014 www.amec.com JAN -26-2001 10:55AM This fax message is confidential. If you are not the intended recipient please notify us by telephone as soon as possible and either return the message by post or destroy it. If you are not the Intended recipient, any use by you of its contents is prohibited. TEL)425 821 3914 83A(5RA TempleteNA3WordtiFex.da ID)SABEY CONSTRUCTION PAGE:001 R=100: JAN -26-2001 11:52AM FROM -AEC EARTH, ENV I RONIiENTAL INC MEC Earth & Environmental, Inc. 1335 N.E. 122nd Way, Suite 100 Tel :ifkland, Waahinpmn 98034 Fax (425) 820-4689 (425) 521.3614 425-821-3914 T -90T P.002 F-919 Me& DAILY FIELD REPORT )ROJ&CT NAME Exodus III PROJECT NO- 091M13625-4 FIELD REPORT NO. 409 aDORESS 3355 South 120th Place DATE 1/06/01 PAGE 1 OF 4 CITY OR COUNTY Tukwilla, WA PERMIT NO, D2000-115 ARRIVAL TIME 07:30 DEPARTURE TIME 15:30 :LIENT Sabey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 O• AMEC FIELD REPRESENTATIVE/PAGE NO- Don Empey (425) 864-1898, Mike McCoy, Jeff Thorne 3ENERAL CONTRACTOR S abey Construction, Inc Sabey 3UBCONTRACTOR WEATHER • Clear ( 45°F) TYPE OF WORK PERFORMED Testing Concrete Tie -Down Anchors iQUIPMENT USED ;I•d3C .:Il„Th1.' .'' : loi,.• i,i,!'• T.,d;i';u, • 4"4iI r,l'7 ,v ammo pt,,•,;'i..' .--liggim inserts in the were to be and then testing pounds. the basis of the diameter all -thread maG9e... a1yfl.•.,r•'. •40`pNd,: ,:;!f!!. •, ;I•L..,;,l,i!4:g';Y. concrete slab at the Exodus III tank farm. At tested. The structural engineers suggested a few anchors form the balance of the tie -down failures, a modified anchor system was to be rod was to be removed. Arrived on site on the client's behalf to test tank tie -down the time of this site visit, roughly 10 % of the anchors randomly selecting one tank for concentrated testing inserts. The load to be applied to the inserts was 40,000 The attached report presents the test program. On developed and installed. The existing single 3/ inch Field testing work was completed for the day at 15:30. ❑ The contents of this field report were discuued with the eontraaof$ on-site representative. ❑ A preliminary copy of this field report was loft on site. All recommendations contained herein are eubject to change pending review by the AMEC project manager. AMEC FIELD REPRESENTATIVE AMGC PROJECT MANAGER AMEC (REV. 8100) .TAN -?6 -?17101 1171:56AM TEL)425 821 3914 A019342 ID)SABEY CONSTRUCTION PAGE:002 R=100% ' JAN -26-2001 11:52AM FROM-A&C EARTH,4 ENVIRONMENTAL INC 425-821-3914 REPORT Mr. John Warfield Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168-5121 Subject: Fuel Tank Anchor Tests Building Permit D2000 —115 Exodus Building Tukwila, Washington Dear John: T-907 P.003 F-919 amec' January 8, 2001 Project Number: 091M13625-0 Phone: 206-277-5204 Fax: 206-281-0920 Site206-835-9571 In response to a request from Sabey Construction, AMEC Earth & Environmental Inc. (AMEC), formerly known as AGRA, conducted anchor pull-out tests at the site referenced above. Sabey Construction was concerned by anchors which were found to be loose as fuel tanks were being tied down. Mr. Allen Tucker of Engineers Northwest, the structural engineers, indicated that he would like to see all of the anchors of one tank tested to 40,000 pounds. This letter summarizes tests conducted at the site referenced above. AMEC tested a number of anchors January 6, 2000 to verify the anchor holding power. The program randomly selected on tank for extensive testing and conducted random tests on anchors of the remainder of the tanks. The load was applied to the tie -down anchors with a hydraulic jack with the load indicated by a calibrated pressure gauge. Figure 1, attached, sketches the general layout of the tanks and the anchors while Table 1 following lists the results of the tests. The test locations and numbers are sketched on Figure 1. AMEC Earth & Environmental Inc. 11335 NE 122"0 Way. Suite 100 Kirkland, Washington USA 98034 Ph. (425) 820-4869 Fax. (425) 821-3914 www.amec.cot2 JAN -26-2001 10:56AM TEL)425 821 3914 IDE 11 r3W2000 9:59 AM ID)SABEY CONSTRUCTION PAGE:003 P=i00% Tablet RESULTS: _ Number Pressure ksi Load lbs Number Pressure ksi Load lbs Number Pressure ksi Load lbs 1 8.2 37920 11 8 36996 21 1.5 6937 2 6.5 30059 12 3.8 17573 , 22 6.2 28672 3 2.8 12948 13 2 9249 23 2.5 11561 4 4.8 22197 14 3 13873 24 1.4 6474 5 6.7 30984 15 1.5 6937 25 1.8 8324 6 5.1 23585 16 1.9 8786 26 7.6 35146 7 5.7 26359 17 0.8 3700 27 7.8 36071 8 6.1 28209 18 7.5 34683 9 7.8 36071 19 8.8 40695 10 8.1 37458 20 3.1 14336 AMEC Earth & Environmental Inc. 11335 NE 122"0 Way. Suite 100 Kirkland, Washington USA 98034 Ph. (425) 820-4869 Fax. (425) 821-3914 www.amec.cot2 JAN -26-2001 10:56AM TEL)425 821 3914 IDE 11 r3W2000 9:59 AM ID)SABEY CONSTRUCTION PAGE:003 P=i00% ' JAN -26-2001 11:52AM FROM -AMSC EARTHf t ENVIRONMENTAL INC 425-821-3814 T-007 P.004/010 F-810 amec Exodus Tank Farm January 23. 2001 Anchor Holding Power Pale The found only one anchor that carred the 40,000 pound test load. The remainder of the anchors began to pull out of the concrete at lower loads. After the anchor began to pull out, the load that could be carried by the anchor was roughly 75 % of the maximum load applied. The 'rat slab was placed December 15, 2000 and the structural slab was placed December 22, 2000. The 7 day compressive strength of cylinders cast from the slab concrete ranged from 4100 to 5100 psi. The 28 day design strength was 4000 psi. The concrete strength at the time of the anchor tests is not considered to be a factor in the failures. We trust that this information meets your present requirements. If you have any questions, or if we may be of any further service, please contact this office at your convenience. Respectfully submitted, AMEC Earth & Environmental Inc. Reviewed by: Don Empey Ken Sahi, PE Senior Project Engineer Principal, Unit Manager, Kirkland cc: Engineers Northwest, Mr. Allen Tucker i0C 11/'3012000 0.'60 AM JAN -26-2001 10:56AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:004 R=100% JAN -26-2001 11:53AM FROWAMEC EARTH, 4 ENVIRONIENTAL INC 425-821-3914 / ' EXODUS TANK FARM 'AMEC Earth Environmental Inc: T -90T P.005/018 F-919 091M13625-0 Tank Tank Line A Row 1 2 3 4 5 6 7 8 9 10 11 12 II Ill Test Date: 116101 Tank Tie Downs TankLine 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Anchor Line x Nn . • . 1... A2.-- TEST LOCATIONS TANK LINE A A - I A - II A - Ill Tanbk No. TANK LINE B - I B - il B B - Ill I YJ is III 1111111 • - y fAX 44' ' "Ili ---' I I I I I I I I I I I I I I I I I 1 2 4 6 7 8 1 11 12 13 14 r4 0 TEST LOCATIONS TANK LINE A A - I A - II A - Ill Tanbk No. TANK LINE B - I B - il B B - Ill I YJ x y i I y x I I If x 641 ! I yx )C Test Code: P = pass X = fail Load = 40000 lbs Location Result Location Result Location Result 1 11 21 2 12 22 3 13 23 4 14 24 5 15 25 6 16 26 7 17 27 8 18 9 19 10 20 /DE 1/23/01 4:52 PM remo_oc_ommi TPI 1 dPc 1:12 1 7q 1 4 x x y Note: Motto Scale TMSAREY CONSTRUCTION PAGE:005 R=100% TEST LOCATIONS TANK LINE A A - I A - II A - Ill Tanbk No. TANK LINE B - I B - il B B - Ill I YJ x y x y x If x i tx ! I yx )C F I )( X i x x X X FI Xix' lX1 X x x 1 , p X — X , x x X X X : X X ,. X - X X i i 1 • 1 X X Test Code: P = pass X = fail Load = 40000 lbs Location Result Location Result Location Result 1 11 21 2 12 22 3 13 23 4 14 24 5 15 25 6 16 26 7 17 27 8 18 9 19 10 20 /DE 1/23/01 4:52 PM remo_oc_ommi TPI 1 dPc 1:12 1 7q 1 4 x x y Note: Motto Scale TMSAREY CONSTRUCTION PAGE:005 R=100% ' JAN -26-20.01 11:53AM FROM -AVEC EARTH i ENVIRONMENTAL INC 7 \ 1MEC Earth & Environmental, Inc. 1335 N.Z.1221° Way, Suite 100 Tel (425) 820.4669 :irkland, Washington 98034 Fax (425) 821-3914 425-821-3814 T-907 P.006/018 F-918 aiiieCu DAILY FIELD REPORT 'ROJECT NAME Zxodus HI PROJECT NO. 091M13625-0 FIELD REPORT NO. 410 IDORGSS 3355 South 120th Place OATS 1/15/01 PAGE 1 OF 1 :Mr OR COUNTY rukwilla, WA PERMIT NO. D2000-115 ARRIVAL TIME 08:00 DEPARTURE TIME 15:30 :LIENT Sabey Construction, Inc. AMSC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 iENERAL CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Don Empey (425) 864-1898, Mike McCoy, Dave Harger 4USCONTRACTOR WEATHER Clear ( 50°F) YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors OUIPMENT USED i; i . i 'r; l:I1I ' * .' r,' l p(yR Q I ; S . IH'1 d ;; ' . 9u` rE , 'k 11 I' • ''' > 1.<'P MI#I• i i i;hi,. l; ;1;1I .d I " I i' I I'!. i , Ii i'' ••°r , .dl I. t„ 1•.' N: , . .: ; i I •rry-S-. • ' 1' M • ,:, : . ,ti.l'...r ..... •.';"d.lifl;,b` i:nlr . a•; I!:.. n i. . .. , .,';!'; :?' I .,,; TT.. k lh' ' .. \rrived on site on the client's behalf to test a modified tank tie -down system at the Exodus III tank farm. This nodified system consisted of a 1" thick base plate secured to the concrete with two 1" diameter all -thread rods :poxied into the concrete slab. A steel plate was provided for the tank tie -down system and was the connection point or the anchor test. Ten percent of the anchors were to be tested. The anchors to be tested were randomly selected -he same load, 40,000 pounds, was app;ied to the anchor system. )iffculties with set-up of the test beam and load application system limited testing to 2 anchors. One of the anchors ailed to carry the test load. yield testing work was terminated at 15:30. ❑ The Cements of this field report were discussed with the contractors on-site representative. ❑ A preliminary copy of thio field report was left on site All recommendations contained herein are subject to change pending review by the AMEC project manager. AMEC FIELD REPRESENTATIVE AMEC PROJECT MANAGER NEC (REV. Woo) aGiesaz JAN -26-2001 10:57AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:006 R=1M% JAN -26-2001 11:53AM FROM -AEC EARTH i ENVIRONWENTAL INC .IEC Earth & Environmental, Inc. 1335 N.E. 1221e Way, Suite 100 Tel (425) 820.469 ;irkland, Washington 98034 Fax (425) 821.3914 425-821-3914 T-907 P.007/018 F-919 allied' DAILY FIELD REPORT 'ROJECT NAME Exodus III PROJECT NO. 091M13625-0 FIELD REPORT NO, 411 1DDRESS 3355 South 120th Place DATE 1/17/01 PAGE 1 OF 4 :ITV OR COUNTY fukwifla, WA PERMIT NO. D2000-1.15 ARRIVAL TIME 07:30 DEPARTURE TIME 15:30 :LIENT 3abey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 ;ENERAL CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVFJPAGE NO. Mike McCoy 425 766-4355, Dave Harger ;URCONTRACTOR WEATHER Cloudy showers (50°F) YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors QUIPMENT USED • :1.41.' .4. Fakir., :rlll+.. "I IItI'•I ' 'id krrived on site on the client's behalf to test the modified tank tie -downs at the Exodus III tank farm. Twenty percent of he anchors were to be tested. The anchors to be tested were randomly selected. The same load, 40,000 pounds, vas applied to the anchor system. 'ailures in the anchors and the loading apparatus prompted a call to the structural engineers. AMEC were advised let the anchor system (the steel plates) was not to be loaded. The 1" diameter threaded inserts were to be tested Ind the load to be applied to each bolt in the pair at each anchor location was to tested. A load of 20,600 pounds ras to be applied to each bolt. AMEC advised that the bolts were not available for the AMEC test apparatus Ittachment. The steel plate of the assembly was used for the tests, in accordance with instruction from Sabey :onstruction. -he structural engineers advised AMEC personnel that the load on the plates of the assembly should be 26,000 ounds. The field test procedures were modified and all tests conducted in the afternoon (after 13:00) applied a erification load of 26,000 pounds. orty anchors were tested, 12 of these to 40,000 and the balance to 26,000 pounds. Results of the tests are icluded in the attached report. field testing work was terminated at 15:30. ❑ The contents of this field report were discussed with the contractors on4ite representative. ❑ A preliminary copy of this field report was an on site. All recommendations contained herein are subject to change pending review by the AMSC project manager. AMEC FIELD REPRESENTATIVE AMEC PROJECT MANAGER MEC IRV. 6x00) JAN -26-2001 10:57AM TEL)425 821 3914 AG19342 ID)SABEY CONSTRUCTION PAGE:007 R=100% JAN -28-2001 11:53AM FROM-AlEC EARTH i_ENVIRONbENTAL INC MEMO Mr. John Warfield Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168-5121 Subject: Fuel Tank Anchor Tests Building Permit D2000 —115 Exodus Building Tukwila, Washington Dear John: 425-821-3914 --. T -90T P.008/018 F-919 amec' January 23, 2001 Project Number 091M13625-0 In response to a request from Sabey Construction, AMEC Earth & Environmental Inc. (AMEC), formerly AGRA, has initiated additional anchor pullout tests at the site referenced above. The first series of tests was completed and reported January 10, 2001. The first series of tests found most of the anchors failed to carry the specified test load of 40,000 pounds. A new set of anchors has been installed and includes two one -inch diameter bolts epoxied into the concrete slab. These two bolts secure a steel plate assembly that will be the attachment point for the tank tie -downs. This memo is issued to confirm the procedures for the tests on the new anchor assemblies. Engineers Northwest advised AMEC today that the testing of the new system was to pull each 1 inch diameter anchor bolt to a load of 20,600 pounds. Mr. Tucker at Engineers Northwest indicated that the steel attachment fin of the anchor plate assembly was not intended to carry the 40,000 pound test load. Mr. Tucker also indicated that if the steel attachment fin plate is the only available connect point for this series of tests, the applied load should be limited to 26,000 pounds. Since the pairs of anchor bolts individually are not available for testing, all remaining tests from 3:00 pm today will load the plate assemblies (including the two anchor bolts) at the tank tie -down points to 26,000 pounds. This effectively loads each anchor bolt in the anchor plate assembly to 13,000 pounds. AMEC Earth & Environmental Inc. 1133514E 122"° Way, Suite 100 Kirkland, Washington USA 98034 Ph.(425)820-4689 Fax. (426) 821-3914 W Ww.amec.com TOM -Pa -P 1 1 A! S7AM TR 142c RP1 1914 iOE 11 /304000 9:59 AM ID)SABEY CONSTRUCTION PAGE:008 R=100% JAN -28-2001 11:54AM FROM -AEC EARTH i ENVIRON1ENTAL INC l Exodus Tank Farm Anchor Holding Power 425-821-3814. T-807 P.000/018 F-818 amec' January 23, 2001 Pa .r 7 We trust that this information meets your present requirements. If you have any questions, or if we may be of any further service, please contact this office at your convenience. Respectfully submitted, AMEC Earth & Environmental Inc. Don Empey Senior Project Engineer cc: Engineers Northwest, Mr. Men Tucker roe mOl2000 9:59 AAA .T01.1 -2.-2A011 1CA! SAAM TFI 1425 R21 7414 Reviewed by: Tim Hyden Associate Tn 1SORFY rnwsTPI IrTTnN PACT! AA4 p=1 GIA% JAN -26-2001 11:54AM FR01A-AIC EARTH & ENVIRONMENTAL INC 425-821-3914 • EXODUS TANK FARM AMEC Earth Environmental Inc.' T -90T P.010/018 F-919 091M13625-0 Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 91011121314 1 234 5678 91011121314 Test Date: 1/17101 I I III 2 3 4 5 6 7 8 9 10 11 12 13 14. IIIiIIIIuIIIIII • •'t , , i `•Gr•7 i ,r- Ji r r '{,: j ,A + '7r r ti. ' r •,,, ' .eJr: . P1IiiiIiIiijjj]j1 lIIII1IIIIIII IIIIIIIIIIIIIII 111111111111111 Test Loads 40,000 = 40, 26000 = 2 Test Location Result Location Result Location Result Location Result 1 P26 11 P40 21 P40 31 P26 2 P26 12 P40 22 P26 32 P26 3 P40 13 P40 23 P26 33 P26 4 P40 14 P40 24 P26 34 P26 5 P40 15 P26 25 X26 35 P26 6 P40 16 P26 26 P26 36 P26 7 P26 17 P26 27 P26 37 P26 8 P26 18 P26 28 P26 38 P26 9 P26 19 X40 29 P26 39 P26 10 X40 20 X40 30 P26 40 X26 Anchor Line x Y x Y x Y Note; Not to Scale Code: P = pass X = fail; Load 26 = 26000 lbs, 40 = 40000 lbs 43E 7s23101 432 PM JAN -26-2001 10:58AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:010 R=100% TEST LOCATIONS TANK LINEA TANK LINE B A - I _ A -II A - Ill TanbkNo, B - I B -I1 B - III x y x I y x ., y x ` yx 1 y x y 1 2 7 8 15 16 23 24 29 30 35 36 . j i 1i _ 3 1 4 9 1 10 17 18 31 3237 38 25 26 ! 1 = F j 1 I ! I _ 1119 i 1220 5 I 6 13 14 21 122 27 1 28 33 34 39 1 40 Test Location Result Location Result Location Result Location Result 1 P26 11 P40 21 P40 31 P26 2 P26 12 P40 22 P26 32 P26 3 P40 13 P40 23 P26 33 P26 4 P40 14 P40 24 P26 34 P26 5 P40 15 P26 25 X26 35 P26 6 P40 16 P26 26 P26 36 P26 7 P26 17 P26 27 P26 37 P26 8 P26 18 P26 28 P26 38 P26 9 P26 19 X40 29 P26 39 P26 10 X40 20 X40 30 P26 40 X26 Anchor Line x Y x Y x Y Note; Not to Scale Code: P = pass X = fail; Load 26 = 26000 lbs, 40 = 40000 lbs 43E 7s23101 432 PM JAN -26-2001 10:58AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:010 R=100% JAN -26-2001 11:54AM FROM -AEC EARTH i ENVIRONfrENTAL INC r . MEC Earth & Environmental, Inc. 1335 N.E. 122"0 Way, Suits 100 Tel (425) 82O.48a1a irkiand, Washington 98034 Fax (425) 821-3914 425-821-3814, T-807 P.011/018 F-818 are& DAILY FIELD REPORT 'ROJECT NAME =xodus ill PROJECT NO, 091M13825-0 FIELD REPORT NO. --- 412 .DDRESS 3355 South 120th Place DATE 1/18/01 PAGE 1 OF 2 ITV OR COUN1Y rukwilla, WA PERMIT NO. D2000-115 ARRIVAL TIME 07:30 DEPARTURE TIME 18:30 'WENT Sabey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 GENERAL CONTRACTOR iabey Construction, Inc AMEC FIELD REPRESENTAT1VEIPAGE NO. Dave Harger 425 864-2059, Ike Costa UBCONTRACTOR WEATNER Cloudy showers ( 50°F) YPE OF WORK PERFORMED 'esting Concrete Tie -Down Anchors DUIPMENT USED it ,,;; l ,,r ! a ' ?;nli l il'n4 1 'f; 11W a: Pli• a h ll J tnlilhi 1rrived on site on the clients behalf to test the modified tank tie -downs at the Exodus III tank farm. Sabey :onstruction decided to test all anchors considering the number of failures being identified. The load for all anchor gists was 26,000 pounds. )ne hundred twenty seven anchors were tested with 8 anchors failing to hold the 26,000 pound load. These anchors fere to be removed and replaced with testing to be completed with remainder of the anchors. Results of the tests are resented in the attached report. field testing work was terminated at 18:30. Cj The contents of eve Reid report were dimmed with the contractor's on-site representative. ❑ A preliminary Copy of this field report wee len on site. All retommendatione contained herein are Subject to Change pending review by the AMEC project manager. AME.0 FIELD REPRESENTATNE AMSC PROJECT MANAGER AEC (REV. Mtn) JAN -26-2001 10:58AM TEL)425 821 3914 AG18942 ID)SABEY CONSTRUCTION PAGE :011 R=100% JAN -26-2001 11:54AM FROM -AEC EARTH t ENVIRONMENTAL INC 425-821-3914, i • EXODUS TANK FARM ' - AMEC Earth Environmental T-907 P.012/018 F-919 091M13625-0 Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 9101112 1314 1 234 5678 9101112 1314 Test Date: 1/18/01 I I III 2 3 4 5 6 7 8 9 10 11 12 13 14 Test Loads 40,000 = 40.26000 = Anchor Line x y x y x y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier•, Load = 260001bs Location Result Location Result Location Result Location Result 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 -26 38 9 19 29 39 10 20 30 40 /DE 123101 4:52 PM JAN -26-2001 10:58AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGF:t1P R=19111% A - I TEST LOCATIONS TANK LINEA A-11_ -11A -111 TanbkNo. B-1 TANK LINE B B -II B -III r y x l y x i yx yx i y ! P 1 P P P P P P P X P P P P P I P P P P P j P P P P P P P! X P P P P P P '•: X P ! P P I P X, P p ! P P ' P i P P P P P I X P P P P P P P P P P P' P P P P I X P P P P P P P P P P ' P' P P I P P 1 P P 1 P P P P P P P PP PP. P P P P P ' p I P P P'i X P PPP ! P P 1 P, P I P P; P P S P P' P P P P P P P X P P P P I P P 1 P P 1 P Pj P P Anchor Line x y x y x y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier•, Load = 260001bs Location Result Location Result Location Result Location Result 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 -26 38 9 19 29 39 10 20 30 40 /DE 123101 4:52 PM JAN -26-2001 10:58AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGF:t1P R=19111% JAN -26-2611 11:55AM FROM-AMEC EARTH & ENVIRONMENTAL INC MEC Earth & Environmental, Inc. 1335 N.E. 122"0 Way. Suite 100 Tel :iruland, Washington 98034 Fax (425) 820-4689 (425) 821-3914 425-821-3914, T-907 P.013/018 F-919 eine& DAILY FIELD REPORT �++w nnMa Exodus III PROJECT NO. 091M13625-0 FIELD REPORT NO. 413 DDRESS 3355 South 1201h Place DATE 1/19/01 PAGE 1 of 2 :MY OR COUNTY rukwilla, WA PERMIT NO. 02000-115 ARRIVAL TIME 11:30 DEPARTURE TIME 15:30 :TIENT 3abey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 ;ENERAL CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Dave Merger 425 864-2059, Ike Costa UBCONTRACTOR WEATHER Cloudy showers ( 50°F) YPE OF WORK PERFORMED -esting Concrete Tie -Down Anchors QUIPMENT USED •''Ib,.iI .". .i:,1•'"'' :1n•'`M .ii i. s: - l' F • ,- ,..:'•' tva r .w:.. , . .1 I. (:'[r'r:�c:�;"G. d'� • �..�Ii. . 'i:'. ,.a. � . i . . 1 •., arrived on site on the client's behalf to test the modified tank tie -downs at the Exodus III tank farm. The contractor lad installed the balance of the anchors and was anchoring the tank with the new assembly. The original anchors fere removed for replacement with the new assembly after adjacent anchors had been tightened. "wenty anchors were tested with 2 anchors failing to hold the 26,000 pound load. These anchors were to be moved and replaced with testing to be completed with the anchors replacing the originals which had been left in lace to temporarily secure the tanks. Results of the tests are presented in the attached report. 'ield testing work was terminated at 15:30. ❑ The contents of this field report were discussed whit the convectors on-site representative. 0 A preliminary copy of this fiold report was left on site. All recommendations cwntainep herein are subject to change pending review by the AMEC project manager. AMEC FIELO REPRESENTATIVE AMSC PROJECT MANAGER MEC (REV. WOO} JAN -26-2001 10:59AM TEL)425 821 3914 ID )SABEY CONSTRUCTION AO, aS4.2 PAGE:013 R=10W JAN -ZS -MI 11 :55AM FROM -AC EART/N ENVIRONENTAL INC EXODUS TANK FARM 425-821-3914, AMEC Earth Environmental Inc. 091M13626-0 Tank Tank Line A Tan Tie Downs TankLine B Row 1 2 3 4 5 6 7 8 9101112 1314 1 2 3 4 5 6 7 8 9101112 1314 T-907 P.014/018 F-919 Test Date: 1119/01 II Ill _ -•A • 1, 111111111111111 - -.7 4,14' ..• ' . . -. II I I I II '. >16 41, Test Loads 40,000 = 40, 26000 = 26 in text TEST LOCATIONS TANK LINE A A I A H A - Ill Tanbk No. y X B x y TANK LINE B B- II B- Ill x y xP I y 2 3 4 6 Anchor Line x y x y x y Note: Not to Scale 8 9 10 11 12 13 14 Test Code: P = pass, X = fail, P .= passed earlier; Load = 26000Ibs Location Result Location Result Location Result Location Result 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 28 38 9 19 29 39 I 10 20 30 40 IDE 1/23/01 4;51 JAN -26-2201 10:59AM TR )4P R21 71=114 Tn-ignPry rnmqTrArTrnm POI=!M141 D=lintlk ' JAN -26-2001 11:55AM FROM-AMEC EARTH 1 ENVIRONMENTAL INC MEC Earth & Environmental. Inc. 1335 N.E. 12243 Way, Suite 100 Tel (425) 820-4889 :irktane, Washington 98034 Fax (425) 821-3914 425-821-3014• T -00T P.015/018 F-010 amecu DAILY FIELD REPORT 'ROJECT NAME =xodus III PROJECT NO. 091M13625-0 f IELD REPORT NO. 414 1DDRESS 3355 South 120th Place DATE 1/20/01 PAGE 1 OF 2 MY OR COUNTY rukwilla, WA PERMR Na D2000-115 ARRIVAL TIME 07:30 DEPARTURE TIME 10:30 :LIENT 3abey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 IENERAI, CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVEJPAGE NO. Ike Costa 425 864-0170, Don Empey usCoNTRACTOR WEATHER Cloudy showers (50°F) YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors OuIPMENT usED ,.:111i;i iii'.1.Tif. 1,51rrg::24iR.til klttaIII:R1trZIlt'1. Kt J: 7NtIR'.�� 1' t) ,. y; ,lit t;6. �I N �'�' h�`�'�' 1��WdI.P�'!!p'll� I��O�!!�"k� :� Irinti�i.: �r41i�r��� dmum.� krrived on site on the client's behalf to test the modified tank tie -downs at the Exodus III tank farm. The contractor iad replaced the anchors which had failed earlier. 'wenty one anchors were tested with 7 anchors failing to hold the 26,000 pound load. These anchors were to be emoved and replaced and tested Monday. )ne anchor was improperly positioned and must be removed and re -positioned. results of the tests are presented in the attached report. 'field testing work was terminated at 11:30. Q The contents of this field report were diOCueeed with the Contractor's on -sits representative. ❑ A preliminary copy of this field report wee left On site. Ail rotommendations contained herein are subject to change pending review by the AMSC project manager. *SC FIELD REPRESENTATNE AMGC PROJECT MANAGER MEC (REV. 8/00) JAN -26-2001 10:59AM TEL)425 B21 3914 AG19342 ID)SABEY CONSTRUCTION PAGE:A15 p=inn% JAN -26-2.001 11:56AM FROWFAlEC EARTH 4 ENVIRONMENTAL INC 425-821-391, T-907 P.016/018 F-919 • EXODUS TANK FARM AMEC Earth Environmental inc. 091M13625.0 \ / Tank Tank Line A Tank Tie Downs Row 1 234 5678 9101112 1314 1 234 I I III 10 11 12 13 14 Test Date: 1/20/01 TankLine B 5 6 7 8 9 10 11 12 1314 t 7..'. ebdY'4er- rr 11111 ? .1 J.1 'F ;1 " •• " ' L. ;y1,.. ,E . - - } A .. oe • 1 ti ukl ▪ 74• 71., E. Test Loads 40 000 =40 2annn = M Y • 44, A - I . _.. 111 TEST LOCATIONS TANK LINEA A - II A - Ill TanbkNo. \VAi• TANK LINE B B - I B - II B -Ill x P iii nrir x y x j y x y x ' y A - I . _.. 111 TEST LOCATIONS TANK LINEA A - II A - Ill TanbkNo. \VAi• TANK LINE B B - I B - II B -Ill x P y x y x j y x y x ' y x J P P x P I P ' P I I l j : * ;X . X I XP 1 -- l P I 1 , I I X i IP , j p P j = Misplaced Anchor Test Code: P = pass, X = fail, P = passed earlier; Load = 26000Ibs Location Result Location Result Location Result Anchor Line x y x y X y Note: Not to Scale 1 11 2 12 3 13 4 14 5 15 6 16 7 17 8 18 19 10 20 21 22 23 24 25 26 27 26 29 30 Location 31 32 33 34 35 36 37 38 39 40 Result /0E1=01 5:00 PM JAN -26-2001 11:00AM TEL)425 821 3914 Tn)gAPPV rntiarPI irTTnM D02G • (1 C o - 4 nn •i JAN -26-2001 11:56AM FROM -AVEC EARTH & ENVIRONMENTAL INC %MEC Earth & Environmental, Inc. 11335 N.E. 12210 Way. Suite 100 Tei (425) 820-4669 ClrWland, Washington 98034 Fax (425) 8213914 425-821-3914 PROJECT NAME T -90T P.017/018 F-919 a/1IEe DAILY FIELD REPORI Exodus III ADDRESS 3355 South 120th Place =1TY OR COUNTY Tukwilla, WA PROJECT NO. 091M13625-0 FIELD REPORT NO. 415 DATE 1/22/01 PAGE :LIENT Sabey Construction, Inc. 3ENERAL CONTRACTOR Sabey Construction, Inc iUBCONTRACTOR PERMIT NO. ARRIVAL TIME D2000-115 10:30 AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 1 OF 2 DEPARTURE TIME 14:30 AMEC FIELD REPRESENTATIVE/PAGE NO. Ike Costa 425 864-0170 'YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors EQUIPMENT USED WEATHER Clear ( 51°F) lil l' -' n!ip.11i!i, 1. I i. '2'1r11 Alli \rrived on site on the client's behalf to test the modified tank tie -downs at the Exodus Ill tank farm. The contractor lad replaced the anchors that had failed earlier. Eight anchors were tested with 6 anchors being retests on earlier failed units and 2 tests being at new locations. All geld the 26,000 pound load. Results of the tests are presented in the attached report. 'field testing work was terminated at 11:30. ❑ The contents of this field report were discussed with the oonNactofs on -Site representative. ❑ A preliminary copy of this field report wee left on site. All recommendation; contained herein are subject to change pendlnQ review by the AMEC project manager. MEC (RN. Noo) AMSC FIELD REPRESENTATIVE AMEC PROJECT MANAGER JAN -26-2001 11:00AM TEL)425 821 3914 AC,5542 ID)SAREY CONSTRW. TTnN PO= ! Al 7 D=1 aa. JAN -26-2401 11:56AM FROM -AMSC EARTH & ENVIRONMENTAL INC 425-821-3914 " EXODUS TANK FARM \ AMEC Earth Environmental In& T -90T P.018/018 F-919 091M13625-0 Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 91011121314 1 234 5678 91011121314 Test Date: 1/22../01 I I III �i'��'-".Z-1�"S� �;t�.i� Fr_ •� - ..n T Ak����•..�-1fM�4�•�,4iE,-LTA-.ti-•�r'�,�L�'L1ALtl�' .fir = an 7rnnn - 4 5 6 7 8 A - I TANK A LINEA - II y _,--- TEST A - III x Y LV 111 LOCATIONS TanbkNo. I a, B - I TANK B- LINE Il I yx B B- Ill 1 yl x yr x x x i ! I I P — P I P 1 1 i P 1 w 1 1 I P P I 9 10 11 12 13 14 Test Location Result Location Result Location Result Location 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 a 18 28 38 9 19 29 39 10 20 30 40 Anchor Line x Y x Y x Y Nott: Not to Scale Code: P = pass, X = fail, P = passed earlier; Load = 26000Ibs Result JAN -26-2001 11:00AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:018 R=100% . JAN -26-2001 11:62AM FROM-AhEC EARTH i ENVIRONMENTAL INC Fax To Company Fax Dave Sabey 206-835-9571 Project No. 0-91M-13625-0 Fax operator Use Subject Anchor Pull Test Results Dave: 426-821-3014 T -90T P.001 F-018 amec0 From Lise Direct Tel 425-820-4669 Fax Pages 18 (inc. this page) Date 01/26/01 cc Enclosed please find copies of the reports you requested earlier this morning. If you have any questions regarding this, please don't hesitate to call me! Thanks! Use Eddy Dispatch AMEC Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820-4069 Fax (428)821-3014 www.amec.com JAN -26-2001 10:55AM This fax message is confidential. If you are not the intended recipient please notify us by telephone as soon as possible and either return the message by post or destroy it If you are not the intended recipient, any use by you of its contents is prohibited. TEL)425 821 3914 SACRA A Template MSWortTaxAot ID)SABEY CONSTRUCTION PAGE:001 R=100: JAN -26-2001 11:52AM FROM -AMSC EARTH i ENVIRONMENTAL INC MEC Earth & Environmental, Ina. 1335 N.E. 122nd way, Suite 100 Tel (425) 820-4869 :irkland, Waahingtnn 96034 Fax (425) 621.3914 425-821-3914 T-907 P.002 F-919 a/i1@c"" DAILY FIELD REPORT )ROJECT NAME Exodus Ill PROJECT NO. 091M13625-0 FIELD REPORT NO. 409 1DORESS 3355 South 120th Place DATE 1/06/01 PAGE 1 of 4 :ITv OR COUNTY Tukwilla, WA PERMIT NO. D2000-115 ARRIVAL TIME 07:30 DEPARTURE TIME 15:30 ;LIENT Sabey Construction, Inc. AMC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 3ENERAL CONTRACTOR Sabey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Don Empey (425) 864-1898, Mike McCoy, Jeff Thorne 3U8CONTRACTOR WEATHER • Clear (45°F) ryPE OF WORK PERFORMED Testing Concrete Tie -Down Anchors EQUIPMENT USED . - -._•---r .. ...._. a _. ..a •..1 A. li. idn. +. •.. ••.Jt ,. :the . -:r_ ::,',! 'iIIIED; PA .. •'I'.t"i,A11!.1.44.$r+A 'dN LA..71: i "H" 'i flil':IN llt'r1i f9° "t' IRi;IAI•'li@'i I...., +Lr L' Arrived on site on the client's behalf to test tank tie -down inserts in the concrete slab at the Exodus Ill tank farm. At the time of this site visit, roughly 10 % of the anchors were to be tested. The structural engineers suggested randomly selecting one tank for concentrated testing and then testing a few anchors form the balance of the tie -down inserts. The load to be applied to the inserts was 40,000 pounds. The attached report presents the test program. On the basis of the failures, a modified anchor system was to be developed and installed. The existing single 3/ inch diameter all -thread rod was to be removed. Field testing work was completed for the day at 15:30. ❑ The contents of this field report were discussed with the contractors on-site representative. 0 A preliminary copy of this field report was loft on site. M recommendations contained herein are suDject to change pending review Dy the AMSC project manager. AMSC FIELD REPRESENTATIVE AMGC PROJECT MANAGER AMSC (REV. 8100) .TAN -26-2001 10:56AM TEL)425 821 3914 AS19342 ID)SABEY CONSTRUCTION PAGE:.002 R=100% ' JAN -26-2001 11:52AM FROM -AMSC EARTH 1 ENVIRONMENTAL INC l- 425-821-3914 REPORT Mr. John Warfield Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168-5121 Subject: Fuel Tank Anchor Tests Building Permit D2000 —115 Exodus Building Tukwila, Washington Dear John: T -90T P.003 F-919 amec' January 8, 2001 Project Number: 091M13525-0 Phone: 206-277-5204 Fax: 206-281-0920 Site206-835-9571 In response to a request from Sabey Construction, AMEC Earth & Environmental Inc. (AMEC), formerly known as AGRA, conducted anchor pull-out tests at the site referenced above. Sabey Construction was concerned by anchors which were found to be loose as fuel tanks were being tied down. Mr. Allen Tucker of Engineers Northwest, the structural engineers, indicated that he would like to see all of the anchors of one tank tested to 40,000 pounds. This letter summarizes tests conducted at the site referenced above. AMEC tested a number of anchors January 6, 2000 to verify the anchor holding power. The program randomly selected on tank for extensive testing and conducted random tests on anchors of the remainder of the tanks. The load was applied to the tie -down anchors with a hydraulic jack with the load indicated by a calibrated pressure gauge. Figure 1, attached, sketches the general layout of the tanks and the anchors while Table 1 following lists the results of the tests. The test locations and numbers are sketched on Figure 1. AMEC Earth & Environmental Inc. 11335 NE 122m Way, Suite 100 Kirtland, Washington USA 98034 Ph. (425) 820-4889 Fax. (425) 821-3914 www.amaa.cQn JAN -26-2001 10:56AM TEL)425 821 3914 lDE 11o:3012000 9:59 AM ID)SABEY CONSTRUCTION PAGE:003 R=100% Table 1; RESULTS: Number Pressure ksi Load lbs Number Pressure ksi Load lbs Number Pressure ksi Load lbs 1 8.2 37920 11 8 36996 21 1.5 6937 2 6.5 30059 12 3.8 17573 22 6.2 28672 3 2.8 12948 13 2 9249 23 2.5 11561 4 4.8 22197 14 3 13873 24 1.4 6474 5 6.7 30984 15 1.5 6937 25 1.8 8324 6 5.1 23585 16 1.9 8786 26 7.6 35146 7 5.7 26359 17 0.8 3700 27 7.8 36071 8 6.1 28209 18 7.5 34683 9 7.8 36071 19 8.8 40695 10 8.1 37458 20 3.1 14336 AMEC Earth & Environmental Inc. 11335 NE 122m Way, Suite 100 Kirtland, Washington USA 98034 Ph. (425) 820-4889 Fax. (425) 821-3914 www.amaa.cQn JAN -26-2001 10:56AM TEL)425 821 3914 lDE 11o:3012000 9:59 AM ID)SABEY CONSTRUCTION PAGE:003 R=100% ' JAN -26-2001 11:52AM FROM-AMEC EARTH & ENVIRONMENTAL INC fes, 426-821-3914 T-907 P.004/018 F-919 amec' Exodus Tank Farm January 23. 2001 Anchor Holding Power Page 2 The found only one anchor that carried the 40,000 pound test load. The remainder of the anchors began to pull out of the concrete at lower loads. After the anchor began to pull out, the load that could be carried by the anchor was roughly 75 % of the maximum load applied. The 'rat' slab was placed December 15, 2000 and the structural slab was placed December 22, 2000. The 7 day compressive strength of cylinders cast from the slab concrete ranged from 4100 to 5100 psi. The 28 day design strength was 4000 psi. The concrete strength at the time of the anchor tests is not considered to be a factor in the failures. We trust that this information meets your present requirements. If you have any questions, or if we may be of any further service, please contact this office at your convenience. Respectfully submitted, AMEC Earth & Environmental Inc. Reviewed by: s2 2 Don Empey Ken Sahi, PE Senior Project Engineer Principal, Unit Manager, Kirkland cc: Engineers Northwest, Mr. Allen Tucker iDE t I/ Ol2000 50AM JAN -26-2001 10:56AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:004 R=100% . , JAN -26-2001 11:53AM FROM -AIC EARTH ENVIRONENTAL INC 425-821-3914 EXODUS TANK FARM \- -MAIM Earth Environmental T -90T P.005/018 F-919 091M13625-0 Tank Tank Line A Row 1 2 3 4 5 6 7 8 9101112 1 II III Test Date: 1/6101 Tank Tie Downs TankLine B 1 2 3 4 5 6 7 8 91011 12 1314 ::'.,..,i1j111111111111z.v-74.11111111.1111.11 • "Inf I (I I 1111 7A -.4°S1 39:1 L UZe" • c • 111111111111111111111111111111 20 w 1111111111111 2 4 6 9 1 11 12 1 . TEST LOCATIONS TANK LINE A A - I A - II A - Ill Tanbk No. IIII I TANK LINE B B - Il B - Ill I I .1;x ' Y _II 111111111111111111111111111111 20 w 1111111111111 2 4 6 9 1 11 12 1 . TEST LOCATIONS TANK LINE A A - I A - II A - Ill Tanbk No. ... B - I TANK LINE B B - Il B - Ill .. x I Yx I .1;x ' Y x x_x y x I y I X [ I 1 X X Ii 1 XIX I X X i 1 Ix! ' X , 1 X X HX X I 1 P1 X I X 1 X X Ix XIX ! i X XI X IX X Ij I i x X • Test Code: P = pass X = fail Load = 40000 lbs Location Result Location Result Location Result 1 11 21 2 12 22 3 13 23 4 14 24 5 15 25 6 16 26 7 17 27 8 18 9 19 10 20 Anchor Line y x y x y Note: Not to Scale IDE 1/23/121 4:52 PM Telki_OL_OMM1 1M.COM TM ld2c PP1 qia TMSAREY CONSTRUCTION PAGE:005 R=100% ' JAN -26-2001 11:53AM FROM-AlEC EARTH 1 ENVIRONMENTAL INC l . MEC Earth & Environmental, Inc. 1335 N.E,12210 Way, Suite 100 Tel (425) 820.4669 :irkland, Washington 98034 Fax (425) 821-3914 425-821-3814 T-807 P.006/016 F-818 amed4 DAILY FIELD REPORT 'ROJECT NAME -xodus Ill PROJECT NO. 091M13625-0 FIELD REPORT NO. 410 lOORESS 3355 South 120th Place DATE 1/15/01 PAGE 1 OF 1 :ITV OR COUNTY rukwilla, WA PERMIT NO. D2000-115 ARRIVAL TIME 08:00 DEPARTURE TIME 15:30 :Li ENT 3abey Construction, Inc. AMSC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 iENERAL CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Don Empey (425) 864-1898, Mike McCoy, Dave Harger ,UBCONTRACTOR WEATHER Clear ( 50°F) YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors OUIPMENT USED �. I e c.,,... . ,!., .;:�i.w ,:,�i:li��1N.�::�,��v 1����• ''�il�.�ki[p,p l 11r "?' � • f'' r, • +. P., :/"f4 "f a ,r .,.. _. , ,.,, . '� :J:In,I•I.�C:�`'�►�#• � i'+•,I!d.•lal�:'��;J4j•x�•„1.d•T,+.�,'�,;'�I,.w,l,,,,ra�T•Ik a' '1`'`•I`�t:`1;:t'�f;.' I•'''%,, : „,' •:;l{:;,ll,t. . ., a•.i�9. Qr 'fin r,ti,ti•:�I.. .. •n i,...•., , • ',! , ;:4 I ,,,,,:, ,,.. I!i>ti'' ,. \rrived on site on the client's behalf to test a modified tank tie -down system at the Exodus III tank farm. This nodified system consisted of a 1" thick base plate secured to the concrete with two 1" diameter all -thread rods :poxied into the concrete slab. A steel plate was provided for the tank tie -down system and was the connection point or the anchor test. Ten percent of the anchors were to be tested. The anchors to be tested were randomly selected -he same load, 40,000 pounds, was applied to the anchor system. )ifficulties with set-up of the test beam and load application system limited testing to 2 anchors. One of the anchors ailed to carry the test load. 'ield testing work was terminated at 15:30. 4111111, ❑ The Gontente of this field !port were discussed with the contractors on-site representative. ❑ A preliminary copy of this field report was left on site All recommendations contained herein are subject to change pending review by the AMEC project manager. AMEC FIELD REPRESENTATNE AMEC PROJECT MANAGER NEC (REV. 6.VO) 4G16342 JAN -26-2001 10:57AM TEL)425 821 3914 ID)SABEY CONSTRUCTION IDA(;;F: 171171r. 1f' ' JAN -26-2001 11:53AIA FROM-AIEC EARTH i ENV IRONWENTAL INC MEC Earth & Environmental, Inc. 1335 N.E. 12210 Way, Suite 100 Tel (425) 8204669 ;irkland, Washington 98034 FA% (425) 821-3914 425-821-3914 T-907 P.007/018 F-919 a/il@& DAILY FIELD REPORT )ROJECT NAME Exodus III PROJECT NO. 091M13625-0 FIELD REPORT NO, 411 OGRESS 3355 South 120th Place DATE 1/17/01 PAGE 1 of 4 :ITY OR COUNTY rukwilla, WA PERMIT NO. D2000-1.15 ARRIVAL TIME 07:30 DEPARTURE TIME 15:30 :I.IENT 3abey Construction_ , Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 ;ENERAL CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Mike McCoy 425 766-4355, Dave Harger ,UBCONTRACTOR WEATHER Cloudy showers (50°F) YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors OUIPMENT USED �.,It;,.'��'G:'r"i�ati �: I"":r"'I'1Y Ir°4t 1`��1,' °'I';5::�' RP. x.l •:.M ::I : '..l t' 1:�!��j�lI/ Y';'I •�'.A t7• OH aN' .i ..i �•N61':d .7 p�'ri• C'�'a.''!.: fn:n�'�.• wu'3l•A: .: ^ .. .` �:rl �.. �. I:�L,�; Ilirl� ' .�.�'.'•:i.: �._ w�d..�i._.•ht. •�i'Id ..:.h. d�..i...i �t;� r s.l•� . ll. ..I ill �. I. '• f'' •'�ia:".;' krrived on site on the client's behalf to test the modified tank tie -downs at the Exodus Ill tank farm. Twenty percent of he anchors were to be tested. The anchors to be tested were randomly selected. The same load, 40,000 pounds, vas applied to the anchor system. 'allures in the anchors and the loading apparatus prompted a call to the structural engineers. AMEC were advised lot the anchor system (the steel plates) was not to be loaded. The 1" diameter threaded inserts were to be tested Ind the load to be applied to each bolt in the pair at each anchor location was to tested. A load of 20,600 pounds ras to be applied to each bolt. AMEC advised that the bolts were not available for the AMEC test apparatus ttachment. The steel plate of the assembly was used for the tests, in accordance with instruction from Sabey :onstruction. be structural engineers advised AMEC personnel that the load on the plates of the assembly should be 26,000 ounds. The field test procedures were modified and all tests conducted in the afternoon (after 13:00) applied a erification load of 26,000 pounds. 'orty anchors were tested, 12 of these to 40,000 and the balance to 26,000 pounds. Results of the tests are icluded in the attached report. ield testing work was terminated at 15:30. ❑ The contents of this field report were discussed wan the contractor's on-site representative. ❑ A preliminary copy of this field report was left on Site. All recommendations contained herein are subject to mange pending review by the AMEC project manager. AMEC FIELD REPRESENTATIVE AMEC PROJECT MANAGER MEC tREV. 61001 JAN -26-2001 10:57AM TEL)425 821 3914 AGt4342 ID)SABEY CONSTRUCTION PAGE:007 R=100% JAN -28-2001 11:53AM FROM-AMEC EARTH t ENVIRONMENTAL INC MEMO Mr. John Warfield Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168-5121 Subject: Fuel Tank Anchor Tests Building Permit D2000 —115 Exodus Building Tukwila, Washington Dear John: 425-821-3914 T-907 P.008/018 F-919 amec' January 23, 2001 Project Number 091M13625-0 In response to a request from Sabey Construction, AMEC Earth & Environmental Inc. (AMEC), formerly AGRA, has initiated additional anchor pullout tests at the site referenced above. The first series of tests was completed and reported January 10, 2001. The first series of tests found most of the anchors failed to carry the specified test load of 40,000 pounds. A new set of anchors has been installed and includes two one -inch diameter bolts epoxied into the concrete slab. These two bolts secure a steel plate assembly that will be the attachment point for the tank tie -downs. This memo is issued to confirm the procedures for the tests on the new anchor assemblies. Engineers Northwest advised AMEC today that the testing of the new system was to pull each 1 inch diameter anchor bolt to a load of 20,600 pounds. Mr. Tucker at Engineers Northwest indicated that the steel attachment fin of the anchor plate assembly was not intended to carry the 40,000 pound test load. Mr. Tucker also indicated that if the steel attachment fin plate is the only available connect point for this series of tests, the applied load should be limited to 26,000 pounds. Since the pairs of anchor bolts individually are not available for testing, all remaining tests from 3:00 pm today will load the plate assemblies (including the two anchor bolts) at the tank tie -down points to 26,000 pounds. This effectively loads each anchor bolt in the anchor plate assembly to 13,000 pounds. AMEC Earth & Environmental Inc. 11335 NE 122"0 Way. Suite 100 Kirkland, Washington USA 98034 Ph. (425) 820-4689 Fax. (425) 821-3914 www.amec.con .TAN-2A-?Rt11 10:57AM TEL)425 821 3914 SDS t 1812000 9:59 AM ID)SABEY CONSTRUCTION PAGE:008 R=100% JAN -26-2001 11:54AM FROM-AMEC EARTH &ENVIRONMENTAL INC Exodus Tank Farm Anchor 1 -folding Power 425-821-3914 T-907 P.O09/018 F-919 amen January 23, 2001 Page 2 We trust that this information meets your present requirements. If you have any questions, or if we may be of any further service, please contact this office at your convenience. Respectfully submitted, AMEC Earth & Environmental Inc. Don Empey Senior Project Engineer cc: Engineers Northwest, Mr. Allen Tucker /DE 11 /3112000 fe:59 AM .TAN -26-2001 10:5RAM TEL)425 821 3914 Reviewed by: Tim Hyden Associate ID)SABEY CONSTRUCTION PAGE:009 R=100% • JAN -26-2001 11:54AM FROM -AEC EARTH i ENVIRONWENTAL INC 425-821-3914 EXODUS TANK FARM AMEC Earth Environmental Inc: T-907 P.010/018 F-919 091M13625-0 Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 9101112 1314 1 234 5678 910 11 12 13 14 Test Date: 1/17101 II III 111111111111111;1111111Ifili111 ., „,,,,,,l�M�_.. 1<,, '»zb;F .,Jam: taflR�s i- ` , • i, .,......„. , /...... 1. , - -4,-;. • 'OM1 111111111111111 111111111111111 ....,...,....,... c.,„4.?„ ...,,, , „ S 46 111111111111111 + yah* 1! } • ' ,, �" Ire Test Loads 40,000 = 40 26000 = 26 in text. TEST LOCATIONS TANK LINE A TANK LINE B A - I A -II A - Ill TanbkNo. B -I B - II B -III x y x ! y x 11 2 7 8 15 16 2 3 4 5 6 7 3 8 9 10 11 12 13 14 5 4 9 1 10 17 18 11 19 12 20 Test Location Result Location Result Location Result Location Result 1 P26 11 P40 21 P40 31 P26 2 P26 12 P40 22 P26 32 P26 3 P40 13 P40 23 P26 33 P26 4 P40 14 P40 24 P26 34 P26 5 P40 15 P26 25 X26 35 P26 6 P40 16 P26 26 P26 36 P26 7 P26 17 P26 27 P26 37 P26 8 P26 18 P26 28 P26 38 P26 9 P26 19 X40 29 P26 39 P26 10 X40 20 X40 30 P26 40 X26 6 13 14 21 122 x 23 y 24 Anchor Line x y X y X y Note: Not to Scale x y x y 29 i 30 35 36 27 1 28 33 34 39 ! 40 Code: P = pass X = fail; Load 26 = 26000 lbs, 40 = 40000 lbs JPri 1/23.40i 4:52 PM JAN -26-2001 10:58AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:010 R=100% JAN -26-2001 11:54AM FRO* AIEC EARTH r '1VIRONIIENTAL INC AEC Earth & Environmental, Inc. 1335 N.E. 122"0 Way, Suite 100 Tel (423) 820.48 a irkland, Washington 98034 Fax (425) 821-3914 425-821-3914 T -90T P.011/018 F-919 me& DAILY FIELD REPORT 'ROJECT NAME =xodus III PROJECT NO. 091M13625-0 FIELD REPORT NO, 412 .DDRESS 3355 South 120th Place DATE 1/18/01 PAGE 1 OF 2 ITV OR COUNTY fukwilla, WA PERMIT NO. D2000-115 ARRIVAI. TIME 07:30 DEPARTURE TIME 18:30 .LENT Sabey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 .ENERAu. CONTRACTOR iabey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Dave Harger 425 864-2059, Ike Costa uBCONTRACTOR WEATHER Cloudy showers ( 50°F) YPE OF WORK PERFORMED "esting Concrete Tie -Down Anchors QUIPMENT uss0 • wi'x''re. l', -.;;4,;,;;a n ,. is „ , `' n1. �t,_.:Lit::,.i�''''tk,'1•�1.;a'rtt,u�,.{,;C;t.,�yY;r?�: ill' • 1rrived on site on the client's behatf to test the modified tank tie -downs at the Exodus III tank farm. Sabey :onstruction decided to test all anchors considering the number of failures being identified. The load for all anchor gists was 26,000 pounds. )ne hundred twenty seven anchors were tested with 8 anchors failing to hold the 26,000 pound load. These anchors rere to be removed and replaced with testing to be completed with remainder of the anchors. Results of the tests are resented in the attached report. 'ield testing work was terminated at 18:30. CD The Contents m tls nerd moon wore diecWseeQ with the COntractors on-site representative. ❑ A preliminary copy of fhb flew report was Tett on site. All recommendations contained herein are subject to Change pending review by the AMEC project manager. AMF,C FIELD REibRESENTATNE MEC PROJECT MANAGER AEC (REV. worn AGI 9342 JAN -26-2001 10:58AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGF:Gt11 R=1(10: JAN -26-2001 11:54AM FROM-AIEC EARTH r 1VIR0NI+ENTAL INC 425-821-3914 EXODUS TANK FARM AMEC Earth Environmental Inc. I T -90T P.012/018 F-919 091M13826-0 Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 9101112 1314 1 234 5678 91011121314 Test Date: 1/18/01 I I III 2 3 4 5 6 7 8 9 10 11 12 13 14 IIIIIIIIIIIIII4f[ 10.4 _• �r'•�' .• ,rk� 111,111111110111111111111 nlF Vii' �� ��� w4 ,�4y• '�'f• Tr��-� .�: '�� '�i��1�f�� �' ��V"'� • , •'riR+V"�7'7}� 1IIIIiiIIiiil -� + iiiIIIiiiIIII Test Loads 40,000 = 40.26000 = •1 / Anchor Line x Y X y x y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier; Load = 260001bs Location Result Location Result Location Result Location 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 •26 38 9 19 29 39 10 20 30 40 /DE 1!23/01 4:52 PM JAN -26-2001 10:58AM TEL)425 821 3914 Result ID)SABEY CONSTRUCTION PAGE:012 R=100% TEST LOCATIONS TANK LINEA A - I A -II A - Ill TanbkNo. B - I TANK LINE B B - Il B - Ill x{ y x r y x I Y x I y _ x i y x 1 y P P P P P P P P X P P P I P P I P P P P P P P i P P P P P P X P P P P P P' X P I P P k P X I P P I P P 1 P P P I P , P P I X P P P P P P P P P P P' P P P; 1P X P P P P P P P P P I P P I P P P P I P P P P P P P P P P PPP P P P ' pp P P—I—P X P I P P ! P P I P_ P I P P P S P P P P' P P P PP P PX P P P P I P ,P I P P I P P j P P Anchor Line x Y X y x y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier; Load = 260001bs Location Result Location Result Location Result Location 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 •26 38 9 19 29 39 10 20 30 40 /DE 1!23/01 4:52 PM JAN -26-2001 10:58AM TEL)425 821 3914 Result ID)SABEY CONSTRUCTION PAGE:012 R=100% JAN26-2001 11:55AM FROM-AMEC EARTH' `1VIRONtENTAL INC • MEC Earth & Environmental, Inc. 1335 N.E.122e Way. Suite 100 Tel (428) 820-4669 :irkland, Washington 98034 Fax (425) 821.3914 425-821-3914 / T-907 P.013/010 F-919 erne& DAILY FIELD REPORT ROJECT NAME Exodus III PROJECT NO. 091M13625-0 FIELD REPORT NO. 413 tDDRESS 3355 South 120th Place DATE 1/19/01 PAGE 1 of 2 :ITv OR COUNTY rukwilla, WA PERMIT NO. 1)2000-115_ ARRIVAL TIME 11:30 DEPARTURE TIME 15:30 :LIENT 3abey Construction, Inc. AMEC PROJECT MANAGERIPHONE NO. Tim Hyden 425 864-2908 ;ENERAL CONTRACTOR 3abey Construction, Inc _ AMEC FIELD REPRESENTATIVErPAGE NO. Dave Harger 425 864-2059, Ike Costa U8CONTRACTOR wE.ATHER Cloudy showers ( 50°F) YPE OF WORK PERFORMED -esting Concrete Tie -Down Anchors QUIPMENT USED ' ',•.i.. Tl:q,�..: „t: •i,,,• •,;t ,;ci.� , r �,� !:�, tri'-•''• �' :v : I::�T:t�' ,�! ; dar'•t'!a•'.7 [.i' �•� �: - . 1rt'. P.; :,:'; ,L• ; t:.! ,:I: i a: it!i : roti; " 1+QMYilll i1': �� ii • , .�.�. '. ,. ...1 ...•u ..:'m..11tl.:n :.. .. .,•.•l�.a .�, .. .;_,�.. .'K{: 1M" •: '�n.F.. '.L: 4.i'1 �' .F!l,i:� tt.I „•',.i:1..L n, yIA�i. M,.i �6'i' :r,:Gjl.: Ip iN.l•b 'I: ..p J. 1 �n.. 1!a��E;i� ... ��t4 ��. arrived on site on the client's behalf to test the modified tank tie -downs at the Exodus III tank farm. The contractor lad installed the balance of the anchors and was anchoring the tank with the new assembly. The original anchors ere removed for replacement with the new assembly after adjacent anchors had been tightened. 'wenty anchors were tested with 2 anchors failing to hold the 26,000 pound load. These anchors were to be emoved and replaced with testing to be completed with the anchors replacing the originals which had been left in 'lace to temporarily secure the tanks. Results of the tests are presented in the attached report. 'ield testing work was terminated at 15:30. ❑ The contents of this field report were discussed witn the contractors on-site representative. 0 A preliminary copy of this field report eves left on site. All recommendations contained herein are subject to change pending review by the AMEC project manager. MEC (REV. 6100) JAN -26-2001 10:59AM TEL)425 R21 3914 AMEC FIELD REPRESENTATIVE AMEC PROJECT MANAGER ID)SAREY CONSTRUCT TON A019342 PAGE:013 R=100: JAN -26-2001 11:55AM FROM-ALEC EARTH 7 ,IVIRONIENTAL INC F 425-821-3914/ T-907 P.014/018 F-919 EXODUS TANK FARM AMEC Earth Environmental Inc. 091M13625-0 Tank Tank Line A Tank Tie Downs TankLine Row 1 234 5678 9 10 11 12 13 14 1 234 5678 9 10 11 12 13 14 Test Date: 1/19/01 II Ill 1 2 3 4 5 -u J • x1 } " "y ,i " Wit. Air',Z dam,'.;3•41,I(...:y�l ' ,'4i ,P);o6. 4 r -..x .- rii ryl.., +v' [' XV4V,i4"4e4. r �J4�1'f►�_'?-��.'._ti�f'M"-!� 1J �r�44y�':M t�1' •�y �- 11111111111 Nl oi. :1011.}t ..? Art...Ng:or , • .... 111111111111111 i.,;70,a} • •`'L -_ •.1^-cid.l•• •:v-.?. 1 JL' iR Test Loads 40,000 = 40, 26000 = 26 in text x TEST LOCATIONS TANK LINE A A - I A -II A - Ill TanbkNo. B - I B - Il B -Ill TANK LINE B Y". x y x y P 6 7 8 9 10 11 12 13 14 i P rP P P P P, x y X X P x y P P P P P P i P x y P J P Anchor Line x y x y X y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier, Load = 26000Ibs Location Result Location Result Location Result Location Result 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 28 38 9 19 29 39 10 20 30 40 IDE 1127,01 4:81 PM JAN -26-2001 10:S9AM TR 4?S A?1 7914 Tn )SOAPY CYIN9TRI I(TTnt PAr,E! Al 4 P=1 AGI% ' JAN- 26-2001 11:55AM FROM -AEC EARTH` 'IV I RONwENTAL INC MEC Earth & Environmental. Inc. 1336 N.E. 122m Way, Suite 100 Tel (426) 820-4889 :irk)and, Washington 98034 Fax (425) 821.3914 425-821-3014, T -00T P.015/018 F-818 ameco`_. DAILY FIELD REPORT 'ROJECT NAME _xodus III PROJECT NO. 091M13625-0 FIELD REPORT NO. 414 %DDRESS 3355 South 120t" Place DATE 1/20/01 PAGE 1 OF 2 ;ITV OR COUNTY rukwilla, WA PERMIT NO. D2000-115 ARRIVAL TINE 07:30 DEPARTURE TIME 10:30 :LENT 3abey Construction, Inc. AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 :ENERAI. CONTRACTOR 3abey Construction, Inc AMEC FIELD REPRESENTATIVE/PAGE NO. Ike Costa 425 864-0170, Don Empey UBCONTRACTOR • WEATHER Cloudy showers (50°F) YPE OF WORK PERFORMED resting Concrete Tie -Down Anchors OUIPMENT USED :' !Utilih ii�Tpn�:iNMI�'I ji G!: lw�'IwidlSit P w :I .d ..ti. 0.1VORRIMENIMPIMATIt 11 SNI 'lee: � . 1,1!, krrived on site on the client's behalf to test the modified tank tie -downs at the Exodus III tank farm. The contractor rad replaced the anchors which had failed earlier. 'wenty one anchors were tested with 7 anchors failing to hold the 26,000 pound load. These anchors were to be emoved and replaced and tested Monday. )ne anchor was improperly positioned and must be removed and re -positioned. tesults of the tests are presented in the attached report. 'ield testing work was terminated at 11:30. ❑ The contcnts of this flela report were dieGuesed with the contractor's on -sits representative. ❑ A preliminary copy of this field report was left on site. AU rocOmmendations contained herein are subject to change pending review by the AMEC proieet manager. AMSC FIELD REPRESENTATIVE AMEC PROJECT MANAGER MEC (REV. e/00) JAN -26-2001 10:59AM TEL)425 821 3914 AG19342 ID ]S tREY CDNSTRLICTIDN PAPX: t 1 S P_1 GM • JAN -28-2001 11:56AM FROM-AIEC EARTI` INVIRONIIENTAL INC 425-821-391, EXODUS TANK FARM AMEC Earth Environmental inc. T -90T P.018/018 F-919 091M13625-.0 ...• Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 9101112 1314 1 234 5678 9101112 1314 Test Date: 1/20/01 II III i��''�-.��'e��•W�S:r.�f►�53F�•-�L:�i��',y' - . �.�:.��=��:d,?�43r�.tr�i1F�, •x•. �^^N;y M • "'��w�,.,.� ~Y 1,�f � T� . 17107? - 0111111111111r47. - :007"Zg; 44L • '‘;?;".;$ :C IIIIIIIIIIII1II4IIIIIIIiIiIiiIi Y �, --_--kra�cTtiiv =_�e� s ..E�z I+s_��.r��. T 4 6 7 9 A - I TEST LOCATIONS TANK LINE A A - II A - Ill TanbkNo. TANK LINE B B - I B - II B - Ill x y x ! y x l y x [y - y x J P P P X p i p ' p I e- 1 { I * P J I 1 iX X I X ' 1 { P f P p I 5 10 11 12 13 14 = Misplaced Anchor Test Code: P = pass, X = fail, P = passed earlier; Load = 260001bs Location Result Location Result Location Result 1 2 3 4 5 6 7 8 9 10 Anchor Line x y x y X y Note: Not to Scale 11 12 13 14 15 16 17 18 19 20 Location 21 31 22 32 23 33 24 34 25 35 26 36 27 37 26 • 38 29 39 30 40 Result /OE 1/2101 5.•00 PM JAN -26-2001 11:00AM TEL)425 821 3914 Tn)goPPY Cf1NSTI I IrTTnm Dor_c. mi c o -AMM!, PROJECT NAME Exodus III ADDRESS 3355 South 120th Place ' JAN -26-2001 11:56AM FROM-AlEC EART6' 'ENVIRONMENTAL INC 425-621-34A WEC Earth & Environmental, Inc. 11335 N.E. 122f° Way. Suite 100 TM (425) 820.4669 (Irkland. Washington 98034 Fax (425) 821.3914 T-007 P.O17/018 F-810 DAILY FIELD REPOR1 AV =ITY OR COUNTY Tukwilla, WA PROJECT NO. 091M13625-0 DATE 1/22/01 FIELD REPORT NO. 415 PAGE :LIENT Sabey Construction, Inc. 3ENERAL CONTRACTOR Sabey Construction, Inc SUBCONTRACTOR PERMIT NO. D2000-115 ARRIVAL TIME AMEC PROJECT MANAGER/PHONE NO. Tim Hyden 425 864-2908 10:30 1 OF 2 DEPARTURE TIME 14:30 AMEC FIELD REPRESENTATIVE)PAGE NO. Ike Costa 425 864-0170 'Yee OF WORK PERFORMEp WEATHER Clear ( 51°F) resting Concrete Tie -Down Anchors ;OUIPMENT USED �'I�:. ; •r • � J I:ri:i:'�,i;»9��,�'�tr ��l,a� i�,��� r.�I�::w�I�sBd��'a,di:d':r"�I�' ��If1'�1A1►!�1��";��I;�i�:�� {�:����:�t�� �'��'1�"il�� , � �: arrived on site on the client's behalf to test the modified tank tie -downs at the Exodus III tank lad replaced the anchors that had failed earlier. Eight anchors were tested with 6 anchors being retests on earlier failed units and 2 tests being teld the 26,000 pound load. Results of the tests are presented in the attached report. 'field testing work was terminated at 11:30. farm. The contractor at new locations. All ❑ The contcnts of this fleld report were discussed with the contractor's onsite representative. ❑ A preliminary copy of MI5 field report was left on site. All reoommentlationa contained herein are subject to change pending review by the AMEC project manager. MEC (REV. 6x00) AMEC FIELD REPRESENTATIVE AMEC PROJECT MANAGER JAN -26-2001 11:00AM TEL)425 821 3914 ID)SAREY CONSTRUCT TON A019S42 PAc r ! G11 7 0=1 G1G1. Tank Tank Line A Tank Tie Downs TankLine B Row 1 234 5678 91011121314 1234 5678 9101112 1314 Test Date: 1/22/01 1 I I III 10 11 12 13 14 Test Loads 40 000 = 40 2 nnn = Anchor Line x y x y x y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier: Load = 260001bs Location Result Location Result Location Result Location Result 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 28 38 9 19 29 39 10 20 30 40 ' JAN.26-2001 11:56AM FROM-AMEC EARTH/ 'NVIRONIENTAL INC EXODUS TANK FARM 425-821-3914/ , AMEC Earth Environmental Inc. T-907 P.018/018 F-919 091M13625-0 iO 10014;30 PM JAN -26-2001 11:00AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:018 R=100% A - I TANK LINE A - II 1 TEST A A - Ill x j y . LV ItI • f.. LOCATIONS TANK LINE TanbkNo. B -I B -II B B- III x y' x y x I y x y x ! y P • ;P I P E I I I P ._—_ ! _ I P I i 1 i ► f P P Anchor Line x y x y x y Note: Not to Scale Test Code: P = pass, X = fail, P = passed earlier: Load = 260001bs Location Result Location Result Location Result Location Result 1 11 21 31 2 12 22 32 3 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 8 18 28 38 9 19 29 39 10 20 30 40 ' JAN.26-2001 11:56AM FROM-AMEC EARTH/ 'NVIRONIENTAL INC EXODUS TANK FARM 425-821-3914/ , AMEC Earth Environmental Inc. T-907 P.018/018 F-919 091M13625-0 iO 10014;30 PM JAN -26-2001 11:00AM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:018 R=100% JAN -04-2001 03:58PM1 FROM-AMEC EARTH & ENVIRONMENTAL INC 425-821-3914 _ T-734 P.002/007 F-740 JAIL ricui KwruK'[ ' l u MEC Earth & Environniprital, Inc. 1339+1.E -122w Way, Suita 100, Tel (425) 820-4M lrkland, Washington $8034 \ Fax (425) 871 14 PROJECT NAME LDDRESS 3356 5/24,t-' :LIENT TRUC ORAL ENGINEE RCHrT CT ONTRACTOR 6 TC"@ ameco } ..PROJECT NO. REPORT NO. Wig' O S/M -/ 3! Z C"- T ti PE 0 WEATHER DATE /47 -2z -o -- /S•.1.% MCC PROJECT NANACEwPHONE NO. PAGE (Modes Test Reports) /OF O /76, 4A, 925 -s20 -.*".(0, AMEC FIELD REPRESENTATIVFJPAGE NO. . • • Pio,/,...c4,../c, s'as Oxy TYPE OF INSPECTION 'NEW INSPECTION ❑ REdNSPECTION «r I C.C.7 9C Kr,-. Ir' • 71:e":71 -4-,--S- fid y/I 0 S ' -.. /c ve.• 14) /-4"" s G•, ;;:vc /4 1 i / T4..... J V 4 /.r C c7 r It r •.. c C , U i 1 / /'vG/ T /`9r'i'sdrerG,Sc.S - {-" V- 7.o ic.'.q i ri I r C ( : tL`/ 6.,./•.741 G/Q , ¢]e_ ar► To a3 i S / h h 1Glr. t; G.IC-1143r.11- ` '''vt G.,.' /1 a p/cC Co 4.S c .. ru c 5 reTS 9X? c the best Of our knowledge, all items inspected as noted above were in general nformance with the approved plans and specifications. No I'relunlndb-ns ❑ ❑ Deficienccyy Correectedcted - Report No. AMEC HELD REPRESENTATIVE REVIEWED BY HIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER lis report is provided solely for the information of our client. This rept)rt is not intended to be transmitted to a third party by any means, except in full, without itten permission of AMEC, Inc. JAN -04-2001 03:01PM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:002 R=1004 JAN -04-2001 03:58PM FROM -AMSC EARTH & ENVIRONMENTAL INC AG NG EERING GLOBAL SOLUTIONS 1335 .E. 122v Way, Suite 100 Tel (425) 820-4569 addend, Washington 98034 Fax (425) 821-3914 - 61 425-821-3914 T-734 P.003/007 F-740 TEST REPORT &STM C- GROUT -ASTM C-1019 MORTAR (TYPE______) ASTM 0.780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJEC r NAME PROJECT NO- REPORT NO. E:rjfu1 3355 S I 4')-(r1 7G, c.. , 4 42,4PACE / OWA4'c if7..1---0 Ropans) 6 ?/ Dag /2 tz/oo .v- =.; ' FIELD DAA ' : -: BATCH DATA°.: SUPPLIER C- Ips.,,-.j,,y „--_ TYPE OF CEMENT MIX NUMBER -3 S'01,,/ WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER ed 9- 5-tt 1 CEMENT (LBS.) if 0 1/Z TRUCK NUMBER 1 FLY ASH (LBS.) - / 3 / 3 tl BATCH SIZE, YD9 47.7 COARSE AGG. (LBS.) W' /e, 5-2 I (.3-5- f TOTAL PLACED 5Y. 5.- OF T V fYDS3 COARSE AGG. (LBS.) ;Vs It - 4::/' 7q 1 7 WATER ADDED, GALS. COARSE AGG. (LBS.) • 4LLOWABLE WATER, GALS. C) FINE AGG. (LBS.).5-ANP /'(2..I 1 Y ( 5— DRUM REVOLUTIONS WATER (LBS.) 240 , c'f BATCH TIME 6 : 5-6 AIR ENTRAINMENT SAMPLE TIME 7' j ADMIXTURE NO. 1 /vt IZ W R 3- o z 32.7 =INISH TIME 7 = 3 Lf r ADMIXTURE NO.2 1?t.41R. , 'nig - --• - yF 1,'•:,.),...,.., ,-kw «;SAAIP is ,..' , i4HID;YEST.DATA,;..':''..:.:71.,7;1'. '. SAMPLE SET ./ OF 5 LABORATORY SET # 2 ° I.D. # YC SAMPLE LOCATION: 4,e/ A., / S ., Z )ESIGN STRENGTH y6,46 PSI @ .78-' DAYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) -7` 2-.- 2 7, ,44 / 1 SLUMP (ASTM C-143) AIR CONT. (ASTM C -173/C-231) AMBIENT TEMP °F 53 t ' Glp SPECIMEN (NO/SIZE/TYPE) 5.,_ ,ek• -,./ , /2/2a /OM SAMPLED WE RECEIVED / z/, SAMPLE TEMP. (ASTM C-1064) o :.URING CbNDmONS , r UNIT WEIGHT (ASTM C-138) IIGINLOW TEMPERATURES YIELD (ASTM C-138) .?....:;t:'...:;...2dF. ; • ;, - Note appropriao tak If Moroni from Moss indlated •' methods • • • • SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIEEPRESENTATIVE REVIEWED BY HIS REPORT IS CONSIDE flED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER his report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, ithout written permission of AGRA Earth and Environmental, Inc. 319378 (Flee -6189) JAN -04-2001 03:02PM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:003 R=100% JAN -04-2001 03:58PM1 FROM -AMSC EARTH & ENVIRONMENTAL INC AGRA '"I'PrEffiliNEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 (iridand, Washington 99034 Fax (425) 821-3914 425-821-3914 T-734 P.004/007 F-740 -\ TEST REPORT RETE GROUT MORTAR (TYPE CMU (TYPE) PRISM SHOTCHETE OTHER _ ASTM C-1019 .) ASTM 0.780 ASTM C-140 UBC 21-17 ACI 506 R PROJECT NAME PROJECT NO. REPORTNO 3355 5/20f` 7,74..... X 444 4- PAGE (Indutle*TemReports) 3 co 6 — RATE /Z zL SUPPLER C1.4D.44_,.4.4. TYPE OF CEMENT / % — MIX NUMBER j 5'or _ WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 1 5-56 6 CEMENT (LBS,) "-----------Vi' ' C/', TRUCK NUMBER 2-0Sr FLY ASH (LBS.) - ,' ' BATCH SIZE, YD3 4. COARSE AGG. (LBS.) 3/4 " COARSE AGG. (LBS.) 34 r /09-2- !175 r U t q9 3 TOTAL PLACED L.5, OF I ADS3 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS FINE AGG. (LBS.) es4,-'I' /4.!../ i t /, DRUM REVOLUTIONS WATER (LBS.) YU 245 , BATCH TIME -7; -5 AIR ENTRAINMENT SAMPLE TIME : Pr ADMIXTURE NO. 1 M RWM ;-27 p'Z. 3 2..4 - FINISH TIME 4- :,-3 ADMIXTURE NO. 2 14 I? WIZ. ,,-::' ;:c` . ,,. .: c 7 =.C... r : , : _ , o SAMPil.E • AND TEST DAT . ,. _• . , . _. . SAMPLE SET OF 5 LABORATORY 7.I.ZZ .I.D.# T4- Y 7 SAMPLE LOCATION: E/ e s f DESIGN STRENGTH ,..'004.) PSI 0 1.G DAYS . . • ..TEST MITA " SPECIFlED ACTUAL TEST AGE (DAYS) —7 Z 24, hS i SLUMP (ASTM C-143) "S- " SPECIMEN (NO./SIZE/TYPE) y- <44 •c/ AIR CANT. (ASTM C -173/C-231) DATE SAMPLED / Z -'2/- AMBIENT TEMP °F L/) DATE RECEIVED 1Z- , _.._ SAMPLE TEMP. (ASTM C-1064) ( 'O CURING CONDITIONS CC; ....r, Av i UNIT WEIGHT (ASTM C-138) Ii1GWLCW TEMPERATURES YIELD (ASTM C-138) •'• -tlotr praprlw WitR wart kora doomhdleaa SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REP ` SENTATIVE REVIEWED BY HIS REPORT IS CONSIDERED PREUMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER his report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, lithout written permission of AGRA Earth and Environmental, Inc. 316373 (Rw.G#99) JAN -04-2001 03:02PM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:004 R=100% JAN -04-2001 03:59PM FROM-AMEC EARTH & ENVIRONMENTAL INC AGRA:- 1' 6t 3lNEERING GLOBAL SOWTIQNS 1335 N.E. 122' Way, Suite 100 Tel (425) 820.4669 5rk1and, Washington 98034 Fax (425) 821-3914 425-821-3914 T-734 P.005/007 F-740 TEST REPORT almInnm -=�' 1ASTM GROUT C-1019 MORTAR (TYPE_____) ASTM C-780 CMU (TYPE) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT NAME�• PROJECT NO. C5444-/ .3t1✓G i-'(.) REPORT NO, 396 E4 -014.:r7 -a— 4 -33 55R4GEBncM+deelyTaeiilrporml S .2041 ,. / /74� . X 4AA / of C DATE 4... o DATA TYPE OF CEMENT 4 BATCH DATA' _• I r t . .. :s• , , . - -.. .-. SUPPLIER _ C. ,4-1 MIX NUMBER 9/0/51/ WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER I if 6694 CEMENT (LBS) Y2_° MUCK NUMBER 1 f FLY ASH (LBS.) - [ 3 c. -‘- BATCH SIZE, YDe Pjr COARSE AGG. (LBS.) / c(r t I U 9-2,TOTAL. PLACED -• 2-71-4,— OF 171/1:7—.53 COARSE AGG. (LBS.) 7/6 " 4' 7 NATER ADDED, GALS. COARSE AGG. (LBS.) tI16 ALLOWABLE WATER, GALS. Q FINE AGG. (LBS.) ',;;Adv. / V2-1 DRUM REVOLUTIONS WATER (LBS.) 2 p (( � 3ATCH TIME :00 AIR ENTRAINMENT SAMPLE TIME • SQ ADMIXTURE NO. 1 /ti[ adit 3 Zj 477 FINISH TIME t: 3 J ADMIXTURE NO. 2 I.41 tNR. w -- ,,,, ' �,,e, i' 0' > Cr"`i:: ... `��SAMPLE AND.TESY'DATA ...•; r, ;,,-� 4'1 %- SAMPLE SET OF 5 LABORATORY SET # ?..2.:1 LD. # , C c/SS SAMPLE LOCATION: due / -74c,../ S � DESIGN STRENGTH 9?7Z) PSI 0 -70 DAYS 'TEST DATA • • SPECIFIED ACTUAL TEST AGE (DAYS) j Za z /j SLUMP (ASTM C-143) ei11 SPECIMEN (NOJSEZE/TYPE) we '. y f AIR CONT. (ASTM C-1730-231) DATE SAMPLED /Z /a Z AMBIENT TEMP. °F :v.DATE RECEIVED //Z/�Z,Z SAMPLE TEMP. (ASTM C-1064) DURING CONDITIONS (0.,c.r c UNIT WEIGHT (ASTM C-138) -1IGHILOW TEMPERATURES YIELD (ASTM C-138) ;. . , - - :. . %oft oppraprNu test matueda tf *Wei,* from Um, lislIcatod SAMPLE STORAGE LOCATION AICD COUMENTS jeir AGRA FIELD REPR NTATIVE REVIEWED BY 1115 REPORT IS CONSIDERED • RELIMINARY AND SUBJECT TO his report is provided solely for the Information of our client. This report is not ithout written permission of AGRA Earth and Environmental, Inc. 319378 (Rov.fi.ein JAN -04-2001 03:02PM TEL)425 821 3914 CHANGE PENDING REVIEW BY OUR PROJECT MANAGER intended to be transmitted to a third party by any means, except in full, ID)SABEY CONSTRUCTION PAGE:005 R=100% JAN -04-2001 03:59PM FROM -AVEC EARTH & ENV IRONIiENTAL INC 425-821-3914 T-734 P.006/007 F-740 •.AGRA .; . '7 l INEEBING GLOBAL SOLUTIONS - 1336 N.E. 122'd Way, Suite 100 Tel (425) 820.4669 O kland, Washington 98034 Fax (425)^821.3914 ,BORt GROUT .,STM ASTM C-1019 MORTAR (TYPE ) ASTM C-760 CMU (TYPE ) PROJECT NAM `JS / 72.7,46_4, Eur:oATA 1 _,b171.; • ., r t . TEST REPORT PRISM SHOTCRETE ASTM C-140 USC 21-17 ACI 506 R OTHER PROJECT NO. OVA/ -1(2 REPORT NO. 39b PAGE (U tliraTeutRepo* SUPPLIER MIX NUMBER eecveel TYPE OF CEMENT WEIGHTS PER YARD TICKET NUMBER j ( 6b7 CEMENT (LBS.) of • DESIGN DATE ACTUAL te (123 TRUCK NUMBER /� ((7 2- FLY ASH (LBS.) - BATCH SIZE, YD3 'V . COARSE AGG. (LBS.) 3/9 " / 0 5- 2' j 6 i COF J rYDS' COARSE AGG. (WSJ -Ye 7 p� TOTAL PLACED NATER ADDED, GALS, 4LLOWABLE WATER. GALS. )RUM REVOLUTIONS 3ATCH TIME SAMPLE TIME 9NISH TIME COARSE AGG. (LBS.) FINE AGG. (LBS.) 4.41u 0 f if 2- I AIR ENTRAINMENT ADMIXTURE NO. 1 ti ewQ 33 02 ly/6 ADMIXTURE NO. 2 F3 W e- • •IPLE:AND. ,DATA SAMPLE SET OF S SAMPLE LOCATION: )ESIGN STRENGTH PSI .2 DAYS LABORATORYSET#�F TEST AGE (DAYS) 7 Z es- Ave/ fPECMAEN (NOF. 11YPE) A-8". ;ATE SAMPLED /Z%Z )ATE RECEIVED ',URING CONDITIONS • / Z./Z3 -.T 'TEST DATA SLUMP (ASTM C-143) SPECIFlED ACTUAL 7 hi AIR CONT: (ASTM C -173t-231) AMBIENT TEMP. °F 0 SAMPLE TEMP. (ASTM C-1064) UNIT WEIGHT (ASTM C-138) fiGH/LOW TEMPERATURES YIELD (ASTM C-138) Nati approved* tart methods It drlkrmt hem thus. wowed SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD R RESENTATIVE REVIEWED EY �• NIS REPORT IS CONSIDER D PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER its report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, thout written permission of AGRA Earth and Environmental. inc. nears of .seh JAN -04-2001 03:03PM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:006 R=100% JAN -04-2001 03:59PM FROM -MEC EARTH & ENV I RONIiENTAL INC ► AGRA SIN EAING GLOBAL SOLUTIONS 1338 N.'E.122id Way, Suite 100 Tel (425) 820-4889 5rkland, Washington 98034 Fax .(425) 821-3914 425-821-39141/ T-734 P.007/007 F-740 TEST REPORT .1.1411111111101 ' e ' GROUT MORTAR (TYPE.. ) CMU (TYPE) PRISM SHOTCRETE OTHER • - ' • • ASTM C-1019 ASTM C-780 ASTM 0-140 UBC 21-17 ACI 506 R REPORT NO. 4 PROJECT NAME J O LS PROJECT NO. .!__6"2.r.—C. 3 55 . /2 cal"-- 7 kms.. / 1.../.4- PAG E0mo5TIRUPm18) 6o C PATE /4042 4, ,••. :.„. - •;•::';',C•.• • FIELD;DATAr • ' .' .'BAT CN DATA SUPPLIER 4 . D _.4 TYPE OF CEMENT T IAIX NUMBER 4,0,4"/ WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER j i q - 141 r CEMENT (LBS.) 1/'2() t_/l, 13 I 0 gb --r-- TRUCK NUMBER _Y_ FLY ASH (LBS.) • /.. C ATCH SIZE, YD3 ,- COARSE AGG. (LBS.) 3/if N /of X TOTAL PLACED Cl2-1, OF, DS3 COARSE / ?fS ' 3 NATER ADDED, GALS. COARSE AGG. (LBS.) - 4LLOWABLE WATER, GALS. FINE AGG. (LBS.) 5A y'p / 7.2 I l `I.Z) MUM REVOLUTIONS r WATER (LBS.) -Y) 2,5,.? 3ATCH'TIME 1a =3.O AIR ENTRAINMENT SAMPLE TIME I (7() ADMIXTURE NO. 1 Pi 12 wig 7 2 o '77 2- .7 =1NISH TIME • 1 ] ; I [ ADMIXTURE NO. 2 (-4-6.4.42-'I.1 I z:;;'::„, ' ;; . • vL :,,,.,_ ,;.• •'.,-.r _ , - ' SAMPLE AND TEST..DAT .. :-y f_ _ . • • .y''rl. r, .y, -1T..: • r. , % .:ll r_/ .: \ser SAMPLE SET 5 OF 5 LABORATORY SET # 2.25 I.D. # SAMPLE LOCATION: / TC^ ,(c S/aI)ESIGN STRENGTH 4' PSI ®?g DAYS `TEST DATA ... SPECIFIED ACTUAL BEST AGE (DAYS) 7Z SLUMP (ASTM C-143) V I ` 3PEC1MEN (NOJSQEI TYPE) _ yw . 'ser / AIR CONT (ASTM C-173/0231) - )ATE SAMPLED /z /e. AMBIENT TEMP °F Lr. 17 , )ATE RECEIVED .•rZ 2' SAMPLE TEMP (ASTM C-1064) b 4' .1U RING CONDITIONSr{t) 10./c if UNIT WEIGHT (ASTM C-138) ilG JLOW TEMPERATURES YIELD (ASTM C-138) ' - *ma appropelata mot methods If Menai from these I1ldleMed . SAMPLE STORAGE LOCATION D COMMENTS AGRA FIELD RE - ESENTATIVE REVIEWED BY HIS REPORT IS CONSIDERE a PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 115 report is provided solely for the Information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, ithout written permission of AGRA Earth and Environmental, Inc. 1378 Mer. ass) JAN -04-2001 03:03PM TEL)425 821 3914 ID)SABEY CONSTRUCTION PAGE:007 R=100% I/I 30Yd 111d90:Z DO -C-100 ILSySE990Z : •9099 ZZs 90ly Z N080NI 113 NYId6 :03 •`3111Y39 MN3 :A8 1N3S XERXES 7902.6.5.3 7902.6.16.4 7 `. 3. Reduce the flow rate to not more than 15 gallons per minute (0.95 L/s) so that, at the reduced flow rate, the tank will not overfill for 30 minutes, and automatically shut-off flow into the tank so that none of the fittings on the top of the tank are exposed to prod- uct due to overfilling. 7902.6.6 Inventory control. Daily inventory records shall be maintained for underground storage tank systems in accordance with Section 5202.3.9. 7902.6.7 Locations subject to flooding. Where a tank could become buoyant due to a rise in the level of the water table or due to location in an area that is subject to flooding, the tank shall be anchored in place. See Appendix II -B or manufacturer's installa- tion instructions. 7902.6.8 Leaking tanks. Leaking tanks shall be promptly emp- tied and removed from the ground or abandoned in accordance with Section 7902.1.7.4 or 7902.1.7.2.4, respectively. 7902.6.9 Used tanks. Reinstallation of used tanks is allowed when such tanks comply with the requirements of Sections 7902.1.8 and 7902.6.15. See also Section 7902.6.16.4. 7902.6.10 Tank lining. Steel tanks are allowed to be lined only for the purpose of protecting the interior from corrosion or provid- ing compatibility with a material to be stored. Only those liquids tested for compatibility with the lining material are allowed to be stored in lined tanks. Tank opening, cleaning, preparation, inspection, lining, closing and testing shall be in accordance with UFC Standard 79-6. For permits to alter a tank, see Section 105, Permit f.3.6. Interior -lined underground tanks shall be protected from corro- sion in accordance with Section 7902.6.15. 7902.6.11 Secondary containment. An approved method of secondary containment shall be provided for underground tank systems, including tanks, piping and related components, where a leak from such a system would pose an immediate hazard to per- sons or property, as determined by the chief. See Appendix II -G. 7902.6.12 Leak detection required. Underground storage tank systems shall be provided with an approved method of detecting leaks from any component of the system which normally contains liquid. 7902.6.13 Leak -detection installation and maintenance. Leak -detection devices and methods shall be in accordance with nationally recognized standards. See Article 90, Standard u.3.2. Such devices shall be inspected and tested at least annually, and the test results maintained for at least one year. 7902.6.14 Leak reporting. Any consistent or accidental loss of liquid, or other indication of a leak from a tank system, shall be reported immediately to the fire department. 7902.6.15 Corrosion protection. 7902.6.15.1 General. Underground tanks and piping shall be properly designed, installed and maintained, and protected from corrosion in accordance with Section 7902.6.15.2 or 7902.6.15.3. EXCEPTION: If conditions, based on adequate proof, warrant the deletion of the corrosion -protection requirements, the chief may waive the corrosion -protection requirements. See Article 90, Standards a.3.10, n.1.2, s.1.1, u.1.14 and u.2.1. 1-180 1997 UNIFORM FIRE CODE i , 7902.6.15.2 Cathodic protection. Cathodic protection systems provided for corrosion protection shall be in accordance with nationally recognized standards. 7902.6.15.3 Corrosion -resistant materials. Corrosion -resis- tant materials of construction, such as special alloys; nonmetallic, reinforced plastic coatings; composites; or equivalent systems, may be used when approved. 7902.6.15.4 Testing of corrosion protection. New under- ground steel tanks and piping shall be tested by the structure -to - soil -potential method after the system is in operation. The tank manufacturer shall provide a structure lead and a test station. The criteria for adequate corrosion protection shall be in accordance with recognized standards. Testing shall be done at installation and not less than once every five years thereafter by approved qualified persons. EXCEPTION: Approved and listed composite fiberglass -rein- forced plastic tanks. 7902.6.16 Testing of underground tanks. 7902.6.16.1 General. Before being covered or placed in use, tanks and piping connected to underground tanks shall be tested for tightness in the presence of the chief. For pipe testing, see Sec- tion 7901.11.10. The system shall not be covered until it has been approved. 7902.6.16.2 New tanks. New underground tanks shall be tested for tightness hydrostatically or pneumatically at not less than 3 pounds per square inch (20.7 kPa) and not more than 5 pounds per square inch (34.5 kPa) for 30 minutes. Pneumatic testing shall not be used on a tank containing flammable or combustible liquids or vapors. When secondary containment tanks are required in accordance with Section 7902.6.11, they shall be tested in accordance with the manufacturer's instructions. Both the primary and secondary con- tainment shall be tested. 7902.6.16.3 Existing tanks and piping. Existing underground storage tanks and piping shall be tested for leakage at the owner's or operator's expense when the chief has reasonable cause to believe that a leak exists. Orders by the chief requiring testing on underground tanks or piping shall indicate that the test be com- pleted by a specified date. Tanks shall be emptied of flammable or combustible liquids, and piping and other equipment shall not be used if required tests are not completed within the specified time. When testing is required, owners or operators shall provide the chief with data setting forth the method of testing that is to be used and shall submit the name of a qualified individual who will con- duct the test. The method of testing to be used shall consider the effects of temperature, pressure and other variables and shall establish conclusively whether the tank or piping is leaking. Pneu- matic testing shall not be used for tanks. Devices used for final testing of tanks shall be capable of detect- ing leaks as small as 0.05 gallon per hour (0.19 L/hr). Leaking pip- ing and equipment shall not be used until repaired or replaced. The chief is authorized to require that the test be conducted in the chief's presence. 7902.6.16.4 Used tanks. Used tanks intended for flammable or combustible liquid service shall be tested as required for new tanks. 30(31 t� weft L,2\ 5lIvs Sj o IC i s wow.f 4 3 FA( �� ra ,^r -,\1-cr 3� SO4 fig* e � -thy‘k \",-O :Q 1 r- k A- ALL 1c. 4DG\MU ? i SABEY Daily report Date: Monday, January 29, 2001 Weather: Wendy: 40DREG From: John Warfield RE: Seattle; The fuel tanks, MSG Room Tanks From grids K thru V, 5 thru 7 ➢ We are waiting for the Fire inspector to get back to town (Tuesday) to talk about the red tag on the construction of the fuel cell. o I finally got a hold of the fire marshal (Steve Kohler) about 4:30PM. I talked to him about the red tag on the fuel cell project. He told me that the reason that the red tag was there was because the inspection report from the special inspectors could not be him is hand on Thursday night about 3:30PM. On Thursday after talking to Eric with the inspector there (on the radio) I told the inspector that I would have all the paper work for him on Monday when I got back to the job site. Than right after the radio conversion the fire inspector put up a stop order for the fuel cell. I have all the paper work in my hand on Monday morning (today) The dates that the inspection were released to me. • RHL January 26, 2001 • Amec January 26, 2001 • Saybr January 29, 2001 • The Inspector has asked for the report, I told him as soon as I get them I would get them to him. • The fire Marshal has asked to see the rebar befor pouring the concrete? • Asked to inspect the tie downs 1 of 2 (_) = Number of men on site. SABEY • I have nothing that is asking for any inspection by the fire marshal. ➢ GBC is working on the slab for the electrical vault. o Sasco has four anchors for the slab that have to be poured in. 0 Notes 1. I have Pictures, specs, daily report, and anything else that I could think of for the fire marshal on Tuesday. 2. John Warfield // afi 2 of 2 (_) = Number of men on site. Lt. Tomaso's fuel farm visit ., 0*)I 1 .sII ;Ix 1* *I? From: Brian Ellingson To: John Warfield; David Nelson Cc: Eric Strand; Mark Velasquez Subject: Lt. Tomaso's fuel farm visit Sent: 1/25/01 5:41 PM Importance: Page 1 of 1 Normal Lt. Tomaso was on site today to inspect the fuel tank farm and did not expect the tanks to be backfilled. He would have liked to do an anchorage inspection, footings inspection, witness the delivery and setting of tanks, an air test and then witness the backfill process. Because that was not done he has put a stop work order on the backfill of the tanks. Garland can continue the piping process. He would like to have available to him all photos, videos, special inspections, invoices for turnbuckles and hardware by Wednesday, January 31, 2001. Please also note inspection comments made to the back of the special permit which states the following: • Fuel piping for generator 1 O.K. to day tank. • Fuel piping for generator 2 O.K. to air tunnel bulkhead. • Line 2b failed containment air test. Thanks, Brian R. Ellingson Project Engineer Sabey Construction Inc. Field Office: 206/241-8240 Fax: 206/835-9571 Cell: 206/255-4545 E -Mail: briane@sabey.com .../read.asp?command=open&obj=00000000A1901136E 1 E5D411837E000102CA 114C0700019(1/26/01 ....-... %.I. ..Ir1 v..vaJI1 .J!IWW1 taw, 'C0 190 DOJO] JAIV•do-1/1 W:14; PAGE 111 / ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES 1550 /40th4,,. N.E., Sante 100. BIlln/r,.WI4 98005-45/6 Telephone: (421) 746-4677 FecNnnNk. (421) 146-6836 FAX COVER SHEET DATE: January 26.2001 TIME: 8:11 AM FROM: Duncan Wallace PHONE: (425) 818-6303 RM., Design Group, inc. FAX: (425) 746-6836 TO: Dardd Nelson PROM: 206-510-9424 Sabey FAX: 206-835-9571 Joe#: 9714.40 RE: Exodus III Tanks FACES: 1 (i deluding cover sheet) CC: Copy to. Doug Gardner, Ken Stickley, Micheal Stoddard MESSAGE: David Per you request. I have visited the site numerous times during the tank installation including the dates of 1/23/01,1/5/0'1, and 1/4/01. I have witnessed the tank installation and the air testing of said tanks. I have raised some concerns during installation that have been addressed or are in the process of being addressed. These arc as follows: 1. Tanks were within 18 inches of the Whalers supporting the shoring plates — solution: remove Whalers after tank hole is partially backfilled. 2. Tanks are within 18" of concrete piles — solution per Xerxes e-mail dated 1/19/01(Tank Manufacturer) wrap piles with 4" of high density foam. 1 witnessed foam installation on 1/23/01. 3. Tanks must pass air test and deflection test. I witnessed air test of one tank on 1/23/01 and Winn from Saybr witnessed the remaining air tests and deflection readings on 1/23/01. 4. Tie down belts were questionable and I recommended they be tested — original bolts failed testing. New bolts were installed and passed testing according to Doug Gardner. 5. Interstitial reservoir was low in two tanks. We filled reservoir on 1/23 while tanks were air tested and Wino visually inspected interior of tanks. I recommend periodically checking brine level and topping up until all air spaces are filled and brine level stabilizes. Final visual inspection of tank interior is recommended. 6. Tanks need to be ballasted per manlefactarer's reensentesdations during backfill. In summary, ballast tanks during backftlt and remove whalers after bole is sufficiently backfilled (refer to engineer's recommendation). Backfill is approved to proceed. IF YOU DO NOT RECEIVE ALL PACES INDICATED ABOVE, PLEASE CALL (425) 746-4677 IMMEDIATELY. 1.A HAnRA, CA PETALUMA. CA JAN -26-2001 08:54AM TEL)425 746 6836 SACRAMENTO. CA SCOTTSDAI.K, AZ ID)SABEY CONSTRUCTION PAGE:001 R=97% INSPEC`k iON RECORD Call for Inspection - 8:30 AM to 5:00 PM (206) 431-3670 for Building/Mechanical Inspections (206) 433-0179 for Public Works Inspections When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact person's name and phone number. Call for inspections at least twenty-four (24) hours in advance. * ALL FIRE INSPECTIONS MUST BE COMPLETED AND APPROVED PRIOR TO FIRE FINAL. ** ALL PLANNING INSPECTIONS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL. *** ALL UTILITY PERMIT INSPECTIONS MUST BE COMPLETED AND APPROVED PRIOR TO PUBLIC WORKS FINAL. **** ALL REQUIRED INSPECTIONS, INCLUDING ELECTRICAL, PLUMBING AND GAS PIPING MUST BE APPROVED PRIOR TO BUILDING FINAL. BUILDING DATE INSP. COMMENTS $ Special Inspection &snaD,k.. Pre -Construction Meetin 41reiRere!!f , i�e�Be�o 11Ql WOIIII ootings tetFoundation ab Insulation Shear Wall Nailing Roof Sheathing Nailing Exterior Wallboard/Sheathing Masonry Chimney (approx. midpoint) Framing (rough -in electrical, mechani- cal, plumbing to be completed prior) Glazing , Wall Insulation Floor Insulation Ceiling/Roof Insulation Interior Wallboard/Fastening Suspended Ceiling Lighting Equipment/Controls Fire Rated Assembly MECHANICAL Rough -in Pipe/Duct Insulation Mechanical Equipment/Controls Smoke Detector Shut-off PUBLIC WORKS 433-0179 Curb Cut/Access/Sidewalk Channelization/Striping X Fire Loop/Hydrant Flood Zone Control k Land Altering Hauling/Moving Oversized Load Landscape Irrigation K Sanitary Side Sewer Sewer Main Extension KStorm Drainage Street Use Watermain Extension Water Meter Exempt Water Meter Permanent/Temporary Fire Sprinklers Fire Alarm XFire Final* 575-4407 Planning Final** 431-3670 14 Public Works Final*** 433-0179 Mechanical Final 431-3670 Building Final**** 431-3670 * ALL FIRE INSPECTIONS MUST BE COMPLETED AND APPROVED PRIOR TO FIRE FINAL. ** ALL PLANNING INSPECTIONS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL. *** ALL UTILITY PERMIT INSPECTIONS MUST BE COMPLETED AND APPROVED PRIOR TO PUBLIC WORKS FINAL. **** ALL REQUIRED INSPECTIONS, INCLUDING ELECTRICAL, PLUMBING AND GAS PIPING MUST BE APPROVED PRIOR TO BUILDING FINAL. CiiyofTukwila• • (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EAR TPE. . APPLICANT IS PROCEEDING AT THEIR OWN RISE'.. r'arce 1 No: 102304-9069 Address: 3355. 120 PL :shite No) Location: Category NFP Type: MISCPEPM Zoning: Const Type. G•as 'Ele!c.. . Units. 00] S etbaci s: North. Water: 12! Wetlands. Contractor License .0 South: Permit No, Status: Issued. _ar: fires OcCupanc u . UBC. Fire Protection: East: .0, West Streams, ) is 1rPANT . EAOPU , S �Y.1 T � 1 lA� TT UEL SYSTEM 31'4S 1 0 TUtIi .141•i�lr1431 itt• OWNER Phone: MI2000-1, j ISSUED 09.'29'7'000 OFFICE 15i 9 7 ?Pi•►one; 2Ot -. '1-870C r .. ELLI . � , i3 ~► , ''-TLE WA 94 49 9 CONTACT TE`,tE BLACK*" ;.: Ast1F ARC 1 122►* 6. :WILA, WA 9814;8 CONTRACTOR' SABEV;,CONCTRUC ski INS , ] pl 'ELLIOTT A SUIT ! • , TATTLE WA 98111 hone: 206-277-5.:21 r e . 206-281-4200 4444440144+4•klrVt'44*****c*#**74** **•kA*A******•4 *4 *to Fermit Description:,: i4r TALL 4 63 40,000,04i -ow lu PIPING TO GENEPATR-L.Q. : HOP lUG OF FUEL,TANK .P LINGER SEPARATE PERI T 4 444*4a 44ki,M�4'k.*i**A4kA'**#4* +: on.s teu.: tit,n .,Valuation: PUBLIC WORKS PE. IT" : *(Water Meter 'reki^ rl`lstr Sepr•are) - :t,o t j: tit 'Acres.'Side ►alk/CSS• N Fire Loop Hydrant: Y Flood 'Contrto Zone: N Ha'U1 ing: Y St Land Alte4ng: Y Landscape Ir a* isw N Moving Over•sl ,Load: .404,40 Start Ti rtr ` :sanitary Side Viewer: N e..c►a * *No; Sewer Ma 1n E tens Ion: Storm `Di inage: Water Main Ext" 4 444 444.4A4*4,6*.A4*****A4***•k roTAL DEVELOPMENT PERMIT FEES , 46 • 44*444444401#*k,w,Ahk**k******A**k*+k* ***4+t *k**** **k*A*******i4.t44#4A444s41 , a , Permit ':enter Authorized Signature: .ak1( 1` - Date:_/_�/_ *k* +: I A TF.0 ,' UE L 0 . MENI f AG ***:#*****44444444. r. * * * * 4 * * * *.* 4 4 * * * 4 A '* * * * ii 4 * 4 i Eng. Smiel irti:' End Time 4381 Fitt: • End Time. Public: Private. Public: 4 4 4 4 6 • .+ppc. MF: 6.00 I •Tier t+hy certify that I have read and examined this permit and *:.now the to be true and correct. All provisions of law and ordinances governing wort wi11 be complied with, whether specified herein or not. The _firntins of this permit does not presume to give authority to riolato o. %ince i the provision of any other state or local laws regulating : o►1= tr•u•: t r the per-+ :►,.mans a of wor•i: • I am authorized to sign for And ot• t:a. in th i. le', , i :• p,yrent••, pe; o i t . . .a no.. thi. 191 4r;j, a ►' r hit /06/0- 2. rf, i s vee rr, i t shall become null and void it the :.� de,y from the date of issuance, or if the :'r 3 t'ec it..i of 160 days from the last inspection Gar.. f�=_ ___ _.t •� r wi_ri. 1$ not :ommen•:ed within wort. is su•_=.pendie,J or abar,dontz . 0 4 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 7/28/00 Fire Department Review - 512 #MI2000-181 Exodus Seattle - 3355 South 120 P1. - 3 -Fuel System Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Tank installation shall comply with U.F.C. Art.79 Sec. 7902.6.1 Flammable and combustible liquid storage tanks require Fire Department permits for installation and storage. These permits are obtained directly from the Fire Department. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Pan* East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575.44139 ® A City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, The Chief Page number 2 Yours truly, Tukwila.F1/411k— Thevention Bureau cc: File dm Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-44139 CITY OF TUKWILA Address: 3355 S 120 PL Permit No: MI2000-181 Suite. Tenant: Status: ISSUED Type: MISCPERM Applied: 07/26/2000 Parcel #: 102304-9069 Issued: 09/29/2000 k k k k k '* ****** k* k k k* k* k k k k •k •k k k* k**** k * k k k 'k k* k k k k k* k k k k k k k k k k k k k* 'k k •k ** •k k k k k k* k Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. When special inspection .„ls required.ettheEr the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection Copies of all special inspection reports'=shall;; be submitted to :t'he'`Bui ldi g, Division in 'a tinie.ly Manner. �;:.{Repor•ls shall contain `dress, project neirie,, 0 rm t numb r and type o ipspection” eing perfordeFd z 3. The spe6ial inspector shall 'submits -,a final signed s stat teg w to tE' b with r ort ether t,He work,requirin `-special inspeci5� t'of a inspector;s knowledge, in conform, r)pe d plans rd speci,Tcations and the app.!' UBC ro wor' an hip pr.pvisions-f t `IE 4. Al l"cont ion tobe.., done Ain conformance with ap p1 and requirements cif ti e',Unif.orm gut -Ming Code,( Ed) lion) a ame ded , Uncifc' r r Chanickl Co e (1997 an iiashington I5ta'te Ener glii ;Code-(1997,Ed ion) . 5. No 'ify the City f TukwA* Building tiblvt- ion prior to xr placing any concrete. This rocedure is in addition to any requirements for special ,inspection. 6. Validity of Permit. The issuance of a permit or approval' of plans, specifications, and computations shall not be tion- strued to be a -permit for, or an approval of, any vioi�laton of any of .the provisions of the building code or'of any, other.ordinance Of the jurisdiction. No permit presuming _to give au'thority to Violate or cancel"the provisions of this code sh'a'll be vvi,id. 7. All permits, iris sect ion records, and approved plans shat l be available at the' job site prior to the start of any con- struction. These documents are to be maintained and'avail- able until final inspection approval is granted. 8. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 9. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 10. All high-strength bolting shall be special inspected (UBC - Sec. 306(a)6). 11. Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 12. A copy of the Certificate of Insurance Coverage (miniumu of $1,000,000) naming the City of Tukwila as insured. 13. A $2,000 bond made out to the City ofr possible property damages caused by activities. 14. A map which shows the haul route. 15. Copy of Certificate of Insurance coverage (minimum • x1,000,000). '16". 17. 0 0 $5,000 bond made out to the City of Tukwila for possible property damages caused by activities. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 13. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 19. Contractor shall notify Public Works Utility Inspector at 206-433-0179 of commencement and completion of work at 20. least 24 hours :in :advance.- CLEAN AND REMOVE DEQ tISF1 0 HAULING ROUTES. '1 f PROVIDE, IQ RA OTHER o ME1414 OR � ALL �C PURL R CITY; ATCH OAIN IN %AND AROUND PO O CESS AS NOT40 N -E E 'T1'jt RUCKS TO AV` •f` �� 1 -OFAY S MUS MAKE., MP ETE S PRIOR TO sirNT . �r! '' 0 TH BS r 4 0 City of Tukwila Rre Department 0 John W. Rants, Mayor 7/28/00 Thomas P. Keefe The Chief Fire Department Review - 512 #MI2000-181 Exodus Seattle - 3355 South 120 P1. - 3 -Fuel System Dear Sir: 2-UR1G FILE fb,,,, ❑ AS P° ❑ AE MrAtd ❑ APM -$SM ❑ PL ❑ TAB O START-UP ❑ SUBS The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Tank installation shall comply with U.F.C. Art.79 Sec. 7902.6.1 Flammable and combustible liquid storage tanks require Fire Department permits for installation and storage. These permits are obtained directly from the Fire Department. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41, RECEIVED OCT 10 200C EXODUS S!,\,T.! !,F 3 MA.C:I'f. " AI.i!'-7,-?;!.LFR Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Rre Chief Page number 2 Yours truly, The Tukwila e P evention Bureau cc: File dm • Headouarters Station: 444 Andover Park East • Tukwila. Washtniton 98188 • Phone: 120M S7S-4404 • Far 1206) S7S 4dlo 0 0 CITY OF TUKWILA Address: 3355 S 120 PL Permit No: MI2000-181 Suite: Tenant.: Status: ISSUED Type: M1SCPERM Applied: 07/26/2000 Parcel #: 102304-9069 Issued: 09/29/2000 k4kkk*************k*kk*k**kk****•kkk*kkk**•k****k****k**kkkk*kk*•kk•**•****11111 Permit. Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of .inspection -.being performed. 3. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of tfre inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions_.of tjt.e UBC. 4. All, construction to. be done .in conformance with approved plans and requirements of the Uniform Building Code (1997. Edition) as amended, .Uniform Mechanical Code (1997 edition), and Washington State -Energy Code -(1997 Edition). 5. Notify the City .of Tukwila Building Division prior to .-. placing any concrete. This:procedure is in addition to any requirements for special inspection. 6. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any. other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions. of this code shall be valid. 7. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 8. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 9. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 10. All high-strength bolting shall be.special.inspected (UBC �► Sec. 306(a)6). 11. Bolt_ installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 12. A copy of the Certificate of Insurance Coverage (miniumu of $1,000,000) naming the City of Tukwila as insured. 13. A $2,000 bond made out to the City ofr possible property damages caused by activities. 1 4 . A map which shows the haul route. 15. Copy of Cert.ificatbof Insurance coverage (min'mum 11,000,000). 16. $5.000 bond made out to the City of Tukwila for possible property damages caused by activities. 17. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities 18. site :.Fall have permanent erosion control measures in lace as soon as possible after final grading has been completed and prior to the Final Inspection. 19. Contractor shall notify Public Works Utility inspector at 206-433-0179 of commencement and completion of work at least 24 hours in advance. 20. CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES. PROVIDE•ADEQUATE TEMPORARY ACCESS AS NOT -J0 INTERFERE WITH OTHER VEHICLE ,MOVEMENT OR CAUSE "TRUCt. S TO TRAVEL `OVER CURBS ALL VEHICLES MUST. MAKE COMPLETE STOP PRIOR TO ENTERING PUBLIC RIGHT -OF- AY. Sent by: NC POWER SYSTEMS N C MACHIRRY CO. 4252516423; 11/03/00 9:51; Jeff= #785;Page 1/2 Power Systems 17900 W. Valley I1wy.,'Dikwila, WA 98188 Phone #'s. (425) 251-5877 ext. 4457 or (800) 562-473 Fax # (425) 251-6423 Digital Pager: (206) 997-065 TTL Fax Transmission Sheet Date: u/3700 Page 1 of Company: From: Charlie Tomsett 1C-1:)„.vix Attention: Subject: Cat Power, Temperature Rentals Fax#: Zc zw_ S4/25" %ctc,c-,a,ez2.4-6.9._-e1,11tc„ 5re-e-lrn.— ��5 Silent I Standard Portable Diesel Generators, Transformers, Cable, Distribution Panels, Water / Air Cooled Chillers, Cooling Towers, Air Handlers, Air Conditioners, Duct & Hose For All Your Temporary Power & Temperature Control Needs. NOU-03-2000 09:49 4252516423 95% P_G1 Sent by: NC POWER SYSTEMS , 4252516423; 11/03/00 9:51; jetfix #785;Page 2/2 0 5,000 Gallon Auxiliary Fuel Tanks Horizontal Above Ground full length skid supports Designed for mounting and transport on 20 ft. ISO Flat Rack Double Wall containment Atmospheric Design UL 142 construction, testing and label All carbon steel 1/4" Inner tank shell 3/16" Outer tank shell 86" Diameter Outer tank length 220" 1/4" Full length reinforced skids 3/16" "Half' Baffles - inner tank 2 ea. Ground clearance to tank shell 1/2" Empty tank weight approx. 11,000 lbs. Shot blast coated with polyurethane white paint Openings and fittings: Manway-bolt lid w/gasket 1-20" Fill pipe 1-4" Emergency vent mounts 2-8" Interstitial leak monitor 1-2" Operating vent 1-2" Clock level gauge 1-2" Supply and return opening 1-4" Lifting lugs 4 ea. Operating vent pipe 1-2" Grounding lugs 4 ea. Pipe caps and plugs as required. (Not -in -use storage or shipment) 4 ea. Mounting angle brackets 1 ea. Bolt on side mounted ladder 1 ca. 13 gallon spill containment box w/ 1" drain opening 1 set Equipment and accessories as per equipment list 1 ea. Lockable Equipment kit box NOU-03-2000 09:49 4252516423 95% P 1717 April 25, 2007 City of Tukwila Steven M Mullet, Mayo) Department of Community Development Steve Lancaster, Director Jeffrey Pencek 228 East 45th Street, 7th Floor New York, NY 10017 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07-046 Internap — 3355 South 120th Place Dear Mr. Pencek: This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building Department has no comments. Fire Department: Al Metzler, at 206 575-4407, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433-7165. Brenda Holt Permit Coordinator encl xc: File No. M07-046 P:Uennifer\Correction Letters\2007\M07-046 Correction Ltr #1.DOC jem FIRE DEPARTMENT REVIEW COMMENTS Project Name: Internap 3355 S 120 PI Permit File No.: M07-046 Date: April 24, 2007 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 Provide type and quantities of refrigerant to be used in cooling equipment. Internap Data Center 3355 S 124m Place Tukwila, WA 98168 Scope of Work: Connect new fuel oil lines to existing fuel oil lines. Run piping to (3) new fuel oil day tanks installed by us (cut sheets/submittals attached). And run piping to 3 new generators that are installed by others. Install venting to outside of building and install muffler on generator and exhaust stacks up the outside of building Z,--/ 0 Auburn %ii:techanicai www.auburnmechanicaicom 2923 west Valley tighway rrortt► P.O. Box 249 Aubxn, Wastigton 98071 P 253.838.9780 0 0 —s 0 .-1u..,_ rD ;V• JG �J AAM MacDonald -Miller Project c - — K.L) I Viti)_e_'Dale By 'zit J 0 Papp /asp, F',g, _---- , 6(%0),),: P„ -i, �`-in Z^1 Ls, n '\ � 1� g- V--...:- _-- J --._ -- ..: 1,. 1 oa . L » • 4' 6 • fXQR1. !FdOOM -4!e'N'4.',000UPANG jrts 33 rOMAIMO 104,111 AMR! IMITICe ION 11231. r 3303 - MAINTENANCE, I55 1 [1415PRINKLER VALVE CONTROL LI.gfis vaT • ELEVATOR R r .11,17 FERA 4R ' L I–T (III -3 OCCUPANCY) LIEh1 I• I 17 la c pa' '---f r, /r PHINN •J 'UTIJRE COLO AREA 33 Neat 11 I • , Fr m 6ENERA.TCR o-- - 157 KI(i) NALL,!AY RIMIER vAlvt.:� GOMROL ROOM FUTURE GENERATOR ('4-3 OCCUPANCY; egg §1 1________i 1-' ,z3.4 t xj:ii$: /t_1L, L. L, , a F Q —:, oa cY T 'J I n 1 I i21 �1 I I' I - ms, a GS, , `"""r -R —I' I _ _ L1 ROOM � _ T � I 14� bl• '1 I,IGM / / / ./i• � f\ —7 i3\ STOFV.E I'bl DEC A 2000 t -"y T6 11 PH, 21E PH. M1 T RE RE PH p PE p. .REVISIONS ISSUE DATE Al aceinm are the orig., and and the some +O.. the•, T+v 3355 S 120 PL AST 671-00 E r0 DRAWING RP -ROGRESS 1 F ILEG 4AC PLOT _ PROJECT NT ORAWN _ CHECKED APPROVED i North -: 4,` •Ofh lag Legend 0 i) v ca 9 7-70 i2• Tel w "torr rn.h. nitary Th. catch an clean -cult- Fire hyrdrarrt st indicator valve Pow pole Fre eennleler vales light wAvr valve gas pewer i -tar pewter btorrn mer telephone water drainage ditch . fence It 4.01' MIA Ives • • • • '15 " -8u11t "drawing represents a cc-nbInstton of a I &Nr of the Ictlon of the fearurm, cn the ctotgri drawing locaTions of -tete Utl I Ity Imes frr{ared. itt civil engineer arra reviewed -byr +rte contactor and owner. charle03 J. bi��1i9 4e 2.-ZL-$s fisgrisirairn I`b. 19622 tete 1 . pep** lank on cone Fed STORM HR#1 rim 13.48 ie 5.02 42"S ie 4.56 42"N STORM MH#2 ria 15.14 is 11.09 6" ie 9.64 18"E ie 9.74 24"N ie 9.34 24"W PUMP STATION ria 10.85 ie 4.55.15"N ie 3.13 15"S is 4.63 6" STORM STRUCTURE 47 rim 12.85 ie 4 . 2 "NW -3 CB#1 grate 1.2.16 is 9.91 8" ie 9.21 12" CB#2 grata 12.56 ie 9.36 8"SW ie 9.16 12"SV CB#3 grate is 1 is 8.12 -- 6.45 8"SE 6.02 12"W grate s 8.os is 5.62 CB#4A grata 8.01 is 5.16 E is 5.11 V grata 11.16 is 7.96 12"SE 6.36 18"S 6.26 .'18"N - is ie CB#57 grata 11.42 is 8.52 8"S is 8.62 12"SE Le 8.47 12"N CB#58 grata 14.16 is 7.31 18"SE&N grata 14.18 is 8.38 18"E&NV cAta0 - - grate 14.26 is 10.31 4" 8E 1s 9.66 12"S ie 9.66 18"W Sell grate 14.25 is 12.25 4"W is 11.75 12"N&S CB#62 grate 14.10 is 12.00 8"SE is 11.80 12"19- GB#63 grata 15..45 14.30 8"NW CB#64 grate 28.3C is 26.0212'SW it • 25.93 15"SE' CB#6s grate IAA() le 22.10.1.5"W lo 22.00 11"SE CB#5 grate 10.94 ie 7.94 12"ME&NW ie 7 '9 15"E t ie 7.,4'18"W CB#6 grate 7.90 is 4.79 12"1E ie 4.76 1291 CB#7 grate 10.32 ie 8.12 CB#8 grate 8.20 ie 4.57 E ie 4.5.3 V CB#9 - grate 8.12 ie 4.05 12"E&W ie 3.87 15"M CB#10 grate 10.85 - ie 8.70 12'N ie 8.65 12"S CB#11 grate 10.95 is 8.70 12"N is 8.60 12'SV CB#12 grate 12.11 is 8':"S 15"S is 8.,_L 15"W C8#13 grate 11.40 ie 8.32 8"SE CB#14 grate 12.14 ie 7.64 8"ME is 6.19 24"S _ CB#15 grata 14.53 ie 9.33 12"S CB#66 _ grata 2C 1 , ie 15;011 CB#67 grata 15.02 ie 10.37 12"N ie 10.32 15"E CB#68 grata 15.34 ie 12.14 12wE :09 12.06 12'V 12.09.12;'8i grate 25.74 is 16.24 367E is 11.94 2478 is 11.84 36'N CB#70 grate 21.01 is - 1' )6 12"S T) CB#71 grata 21.50 - ie - 12.40 C8#72 grate 19.29 ie 14.04 15"E ie 13.99 12"8 is 13.9415"F7 CB#74 grate 18.76 le 14.50 12"N is 14.45 12:"S • - is 15W 18.26' 14.76:12 8 CB#75 • grate : CB#80 grate 13.64 13 8.49 8#'P, Le 8.39 WV ie 8.09 18{`"S ie 8... i 249E CB#16 grate 11.59 ie 8.13 12"SE CB#17 grate 11.95 is ie ie is 5.80 4.65 4.030 4.20 12"NW 12"SE 24"E 24"S CB#18 grate 11.67 ie 7.41 12"E&W- CB#19 grate 11.91 ie 8.63 8"S ie 8.27 12"W CB#20 grate 8.03 is 5.98 8"SW ie 5.51 12"E CB#21 - grate 8.05 La _ 5.28 12"V is 5.20 12"E CB#22 grate 8.03 ie 4.56 12"W is 4.53 12"E CB#23, grate 11.49 ie 4.45 12"N is 4.03 30"S ie 3.79 24"1&S ie 3.79 30"NW C3#24 grate 11.73 is 8.68 8"NE ie 8.01 12"SW CB#25 grate 11.11 is 6.01 24"S&V C # grata 8.06 is 4.28 12"E is 4.21 12"W CB#82 grata 14.51 ie 10.61 8"N CB#83 grate 11.48 ie 9.28 8"E CB#84 grate. 16.47 Le 5.77 36"N is 6.02 42"S CB#26 grate 10.75 ie 7.90 12"E is.' 7.60 15"S CB#27 tate 11.73 7.33 15"N ie 7.33 18"SE ie 7.02 24"V CB#28 grate 11.40 ie 6.38 24"E&N CB#29, grate 13.60 ie 3.73 18"S is 8.63 18"NW CB#3Q grate 14.320 ie 9.49 18"S ie 9.42 18"N CB#31 solid lid 15.19 is 13.49 8"W r.B#32 grata 14.27 ie 9.77 8"E - is 9.22 12"E&SE is 9.17 15"S CB#33 grate 13.93 ie 11.10 8"V ie 10.85 12"S is 10.80 15"N CB#34 grate is is ie grate ie ie 14.17 11.55 8"V 11.46 8"S 10.95 12"N 13.42 8.70 12"N 8.47 15"W $AN AH#j, ria 8.19 is 1.29 6"E&V ie 1.19 8"N SAN MH#t ria 12.51 ie 0.06 8"S is -0.14 8"NW MAUI rim 11.49 is 1.40 8"S&V. ie 1.29 8"N ,SAN HH#4 - rim 12.32 is 3.02 8"E&W is 2.92 8"N AMARA rim 11.82 is -3.578"W is 2.12 8"M&SV is '2.02 1"E MUM rin 12.11 - 10 . 6.91 6"NW 1e 6`.56 8"E SAN'NH#10 rim 12.31 is 7.81 6"N. is -0.59 12"N&S AMAMI rim -12.W- ie -3.02 12"W ie -3.10 12"E is -.14 12"8. SAN NH#12 rim 12.60 -1.00 8"$1. is -4.30 4002 is. -4.40 12M �tsa set. Inn . :s 35 grate 14.55 • ie 10.13 8"V is 10.08 8"E ie 9.45.12"S CB#36 grate 17.21 ie 8.01 15"W ie 7.91 15"E ie 7.61 18"S&E CB#37 grate 12.05 is 10.13 8"E CB#38 grate 12.90 ie 9.25, 8;M ie 9.15 8ZS' ie 9.10 Brit CB#39 grate 11.94 ie 9:64 12"E GB#40 grate 12.15 ie 5.55 12"W is 5.10 15"E ie 4.90 24"S is 4.45 24"N C8#41 ie 10.47 8"NW CB#42 - solid lid 13.22 is 9.37 12"W is 9.35 12"E io 9.0Z 12"S CB#43 grate 11.96 ie ie is ie ie is 8.66 8"SB 6.06 12"W 5.56 12"E 4.96.12"W 4.11 30"N 3.86. 24"S SAN NH#13 rin 11.27 ie -0.02 12"N. is -0.08 12")9 • 3355 S 120 PL AST -666-00 CB#44 grate 13.48 is 6.58 8"S ie 6.48 12"V CB#45 grate 10.97 ie 4.67 12"N ie 2.27 36"E&W CB#46 grate 12.09 ie 9.24 12"N is 9.19 12"S CB#48 grate 12.07 ie 5.62 8"N ie 5.42 12"S CB#49 grata 12.40 ie 7.00 8"E&V ie 6.90 8"S CB#50' grate 10.04 ie 6.27 12"E ie 5.89 15"W cB#5L grate 9.91 is 6.88 12"E Jo 6.76 12"V CB#52 grate 9.44 ie 7.74 8"E is 7.59 12"W CB#5'3 • grate 11.65 ie 9.35 12"S C3#54(oil water sep) grate 13.09 ie 6.94 12"N&S overflow 9.09 12"E gate 7.29 12"E CB#55 grate 11.95 ie 9.15 12"N I' 1 ELECTRICAL CONTRACTOR SHALL PROVIDE POWER AND DISCONNECTS FOR CONTROL PANELS, PUMPS, AND ANY LINE -VOLTAGE (120 V) COMPONENTS 2 ALL TANK COMPONENTS SHALL BE CONSTRUCTED IN COMPLIANCE WITH UL STANDARD 2085. LISTED TANK WEIGHT DOES NOT INCLUDE FUEL WEIGHT 3 FURNISH (1) FUEL OIL RETURN PUMP ASSEMBLY WITH 1/2 HP MOTOR (120V / 1PH), FUEL TANK LEVEL CONTROL, AND PUMP CONTROL PANEL AT EACH FUEL OIL TANK 4 EACH CONTROL PANEL SHALL BE ELECTRICALLY FED FROM AN INDEPENDENT ELECTRICAL BUS 5 CONTROLS CONTRACTOR SHALL PROVIDE CONTROL WIRING FOR ALL PUMPING CONTROLS, LEVEL CONTROLS, AND LEAK DETECTION COMMENT: WORK SCOPE OF EXISTING FUEL TANK ADDED TO DIAGRAM TANK VENT W/ FLAME ARRESTOR TANK PRIMARY AND EMERGENCY VENTS W/ FLAME ARRESTOR (VERIFY -SEE NOTE 11) REDUNDANT FILL LINES FROM RACKED ON WALL FOS FOS FOR FOR FOR FOR N.O. SOLENOID N.C. COLENOID TO CONTROL FUEL FILL TO TANKS FO FOS FOS FOR 4" FOR FLOW SWITCH (TYP) DAY TANK PRIMARY VENT & RIMARY/SECONDARY EMERGENCY VENTS ROUTED TO EXTERIOR FUEL OIL RETURN PUMP FOR 95% MECHANICAL OVERFILL VALVE • Y 6" m 0 0 w / FOS FOS FOS FOS FOR FOR FOR FOR 1 •- LEAK DETECTOR 0 250 GALLON UL -2085 DAY TANK ■ LIU FOS FOS FOR FOR FOR CONTROL PANEL FOR DAY TANKS (ONE PANEL SHALL SERVE ALL 4 TANKS) FOS FOS FOS FOS FOR FOR FOR FUSIBLE LINK VALVE TO CLOSE ON FIRE TO STOP FUEL FLOW ANTI -SIPHON VALVE WITH FULL SIZE BYPASS LINE (TYP - SEE NOTE 12) —Ifl- LEVEL SENSOR TYPICAL FUEL OIL SUPPLY & RETURN TO GENERATOR INLINE FUEL FILTER NOTE: PROVIDE ALL COMPONENTS DETAILED ABOVE FOR A TOTAL OF (4) SEPARATE ASSEMBLIES OS FOS FOS FOS FOS FOR FOR FOR FOR FOR FOR FOS FOS (SIMILAR TO DETAILED ASSEMBLY AT LEFT) n FUEL PIPING DIAGRAM - DAY TANK M0.0 1 NOT TO SCALE FUEL OIL NOTES: 1. PIPING MATERIAL SCHEDULE PIPING FUEL OIL TANK SCHEDULE REV -1 LAST UPDATED: 07/28/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE POSITION HORIZONTAL MATERIAL NOTE 2 CONSTRUCTION DOUBLE WALL DIMENSIONS GALLONS 250 WEIGHT LBS 5,000 5,000 REMARKS 1,2,3,4,5 1,2,3,4,5 L (FT) 7'0 W (FT) 3'6 HT (FT) 3'4 DT -01 FIRST FLOOR - SAWIS GENERATOR ACE TANK FIREGUARD UL 2085 - ABOVE GROUND DT -02 FIRST FLOOR - SAWIS GENERATOR ACE TANK FIREGUARD UL 2085 - ABOVE GROUND HORIZONTAL NOTE 2 DOUBLE WALL 7'0 3'6 3'4 250 DT -03 FIRST FLOOR - SAWIS GENERATOR ACE TANK FIREGUARD UL 2085 - ABOVE GROUND HORIZONTAL NOTE 2 DOUBLE WALL 70 3'6 3'4 250 250 5,000 5,000 1,2,3,4,5 1,2,3,4,5 DT -04 FIRST FLOOR - SAWIS GENERATOR ACE TANK FIREGUARD UL 2085 - ABOVE GROUND HORIZONTAL NOTE 2 DOUBLE WALL 70 3'6 3'4 1 ELECTRICAL CONTRACTOR SHALL PROVIDE POWER AND DISCONNECTS FOR CONTROL PANELS, PUMPS, AND ANY LINE -VOLTAGE (120 V) COMPONENTS 2 ALL TANK COMPONENTS SHALL BE CONSTRUCTED IN COMPLIANCE WITH UL STANDARD 2085. LISTED TANK WEIGHT DOES NOT INCLUDE FUEL WEIGHT 3 FURNISH (1) FUEL OIL RETURN PUMP ASSEMBLY WITH 1/2 HP MOTOR (120V / 1PH), FUEL TANK LEVEL CONTROL, AND PUMP CONTROL PANEL AT EACH FUEL OIL TANK 4 EACH CONTROL PANEL SHALL BE ELECTRICALLY FED FROM AN INDEPENDENT ELECTRICAL BUS 5 CONTROLS CONTRACTOR SHALL PROVIDE CONTROL WIRING FOR ALL PUMPING CONTROLS, LEVEL CONTROLS, AND LEAK DETECTION COMMENT: WORK SCOPE OF EXISTING FUEL TANK ADDED TO DIAGRAM TANK VENT W/ FLAME ARRESTOR TANK PRIMARY AND EMERGENCY VENTS W/ FLAME ARRESTOR (VERIFY -SEE NOTE 11) REDUNDANT FILL LINES FROM RACKED ON WALL FOS FOS FOR FOR FOR FOR N.O. SOLENOID N.C. COLENOID TO CONTROL FUEL FILL TO TANKS FO FOS FOS FOR 4" FOR FLOW SWITCH (TYP) DAY TANK PRIMARY VENT & RIMARY/SECONDARY EMERGENCY VENTS ROUTED TO EXTERIOR FUEL OIL RETURN PUMP FOR 95% MECHANICAL OVERFILL VALVE • Y 6" m 0 0 w / FOS FOS FOS FOS FOR FOR FOR FOR 1 •- LEAK DETECTOR 0 250 GALLON UL -2085 DAY TANK ■ LIU FOS FOS FOR FOR FOR CONTROL PANEL FOR DAY TANKS (ONE PANEL SHALL SERVE ALL 4 TANKS) FOS FOS FOS FOS FOR FOR FOR FUSIBLE LINK VALVE TO CLOSE ON FIRE TO STOP FUEL FLOW ANTI -SIPHON VALVE WITH FULL SIZE BYPASS LINE (TYP - SEE NOTE 12) —Ifl- LEVEL SENSOR TYPICAL FUEL OIL SUPPLY & RETURN TO GENERATOR INLINE FUEL FILTER NOTE: PROVIDE ALL COMPONENTS DETAILED ABOVE FOR A TOTAL OF (4) SEPARATE ASSEMBLIES OS FOS FOS FOS FOS FOR FOR FOR FOR FOR FOR FOS FOS (SIMILAR TO DETAILED ASSEMBLY AT LEFT) n FUEL PIPING DIAGRAM - DAY TANK M0.0 1 NOT TO SCALE FUEL OIL NOTES: 1. PIPING MATERIAL SCHEDULE PIPING SIZE MATERIAL JOINT FUEL OIL PIPING 3" - 2" SCH 40 BLK SMLS WELDED CONTAINMENT PIPING ALL SCH 40 BLK OR CPVC - ACCESSIBLE EXPOSED PIPING ALL SCH 40 BLK WELDED VENT PIPING 3" - 2" 23" - 6" . SCH 40 BLK SCH 40 BLK THREADED WELDED 2. THESE PLANS ARE -SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF NFPA 31 STANDARD FOR THE INSTALLATION OF OIL -BURNING EQUIPMENT. 4. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 5. SLOPE ALL GRAVITY PIPING TO DRAIN TO THE FUEL TANK. 6. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 2009 INTERNATIONAL MECHANICAL CODE AND 2009 INTERNATIONAL BUILDING CODE. 7. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 8. PROVIDE SHUT-OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. AUDIBLE OR VISUAL ALARM AT FILL LOCATION AT 85% FILL LEVEL. AUTOMATIC SHUTOFF AT 90% FILL LEVEL WITH AUDIBLE AND VISUAL ALARM. 11. VERIFY EMERGENCY VENT TERMINATION LOCATION AND TYPE W/LOCAL JURISDICTION 12. PROVIDE VACUUM BREAKER IN SUPPLY LINE IF SUPPLY RUNS BELOW TANK ELEVATION TO PREVENT TANK SIPHON IF SUPPLY LINE RUPTURES. FOS FOS FOR FOR FOS FOS FOS FOS FOR FOR FOR FOR (SIMILAR TO DETAILED ASSEMBLY AT LEFT) (SIMILAR TO DETAILED ASSEMBLY AT LEFT) 0 CO CO 0 2 >- - Q } Z n. O y0ir 0.6V ¢ Z a "'O y � H OG . W V i • co C aU) ca Q? 1- W Ati4 -1."Ia3 - o• Y W d ©w mo o MaccN 0 tao. 0 0 LL - 0 LL 0 0 0 N- CO N CO CO www.savvis.com 0 0 ti co CO N 0 0 rn 0) F206 282 LL! U - J 0- F- cpN PROJECT #211 ISSUED / REVISED DATE ISSUE FOR PERMIT 01 -AUG -11 FIELD ROUTING REV. 20-0 CT -1 1 PERMIT REVISION 01-NOV-11 TANK PERMIT 06 -DEC -11 P:\TUK Sabey Data Center\10-1-1420 Sawis SE 3 Renovations\Engineering\Cad\HVAC\fuel oil\M0.01.dwg 12/6/11 9:19 AM COPYRIGHT Q 2010 CALLISON SCHEDULES & DETAILS SHEET - HVAC ?2i((( MODO1 SHEET 2 OF 3 L 1 4 14 14 14 14 11 4 -�A 14 -- 14 nnln 14 1 F G H J N 4 U) fl AAA F G H POCs - TYPICAL, UPFLOW OF EXISTING OLENOID VALVES L Fourth Floor 7314.628.7000 v- 0 CO CO a) CO CD www.savvis.com o Lo N- W 0 co a) -- N o o -O N N co CO CO `o No o EXISTING UST PUMP CONTROL ND LEAK DETECTION CONTROL PANEL vs Ce CO V) 000 F G H J tx- 2 EXISTING 500 GALLON DOUBLE WALL FUEL OIL DAY TANK WITH DUAL RETURN PUMPS K 000 L 5 15 15 L89 A C 0 I-1 LJ EXISTING (2) FOS LINES FROM UST & (2) f�OR LINES TO UST L N O 0 0 EXISTING FUEL FILTER SET AT GENERATOR (TYP) i" FCS & FOR F DAY LANK TO T-04 GENERATOR (TYP) 0 N CO O La. LL. o Lt Q' L ROUT PIPING TO DAY TANKS AND GENERATORS BY RACKING ON TOP OF EXISTING FLOOR J • tn 0000 ``o 2 O N 0 0 O 0 LL O 2 0 L FOS FOS FOR FOR - FOS FOS FOS FOS FOS FOR FOR FOR..:: i" FOS & FOR FROM MAINS TO DAY TANKS (n'P) FOS FOS F S FOS FOS FOS FOS I FOS FOR FOR FOS FOR FOR -FOR FO FOS FOS FOS FOS Fi\ FOS FO FO FOS FOS ' FOS FOR ` FOR FOR \ FOR --FOR .. _........... .......... FO FOR- R OR - RACK PIPING ON FLOOR (TYP) 1i" FOS & FOR FROM UST TO DAY TANKS (TYP) L TERMINATE AT EXTERIOR OF BUILDING IN ACCORDANCE WITH CODE & SABEY STANDARDS (TYP) DAY -ANK 2" PRIMARY VENT, 4" EMERGENCY VENT AND 4" SECONDARY EXPLOSION VENT FOR INTERSTIAL TANK'! SPACE (TYP) J _1.....6..................................................._......... --- GENERAL NOTES: 1. SEE MP0.01 FOR ADDITIONAL INFORMATION REGARDING FUEL OIL SYSTEM COMPONENTS AND SPECIALTIES C\ I ISSUED / REVISED DATE ISSUE FOR PERMIT 01 -AUG -11 FIELD ROUTING REV. 20 -OCT -11 PERMIT REVISION 01-NOV-11 06 -DEC -11 2. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO INSTALLATION OF COMPONENTS 1ST FLOOR PARTIAL PIPING PLAN - HVAC SCALE: 1/4" = 1'-0" N D_ 1 5' 10' 15' 25' SCALE: 2' 4 MP2.01 SHEET 3 OF 3 1ST FLOOR PARTIAL PIPING PLAN - HVAC 22Y-1( P:\TUK Sabey Data Center\10-1-1420 Sawis SE 3 Renovations\Engineering\Cad\HVAC\fuel oiI\MP2.01.dwg 12/6/11 9:20 AM COPYRIGHT © 2010 CALLISON A AC ACH ACT AD ADD'L AFF AFC AHU ALUM AMP/AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW CWBDD DB DBA DDC DEFL DEG DG DIA DMPR DN DT DWG EXH EA EAT EC EER EF EFF EL ELEC/ELECT EP EMCS ENT EQUIP ESP EWT EXIST F FAC FD FDC FF FIC FIO FLA FLEX FLR FOB FDIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GEN GPM GR GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAL TILE CEILING ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER/CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT/CONNECTED/CONNECTION CONTINUOUS/CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC/CONDENSER UNIT DOMESTIC COLD WATER/CONDENSER WATER COUNTER WEIGHT BACKDRAFT DAMPER DUCTBOARD/DRY BULB DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/ DEGREES MODULAR DIFFUSER (GWB CEILING) DIAMETER DAMPER DOWN MODULAR DIFFUSER ("T -BAR" CEILING) DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL/ELECTRIC END PLUG ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE/SMOKE DAMPER FOOT/FEET FUTURE FACE VELOCITY GRILLE GAUGE/GALLON GALVANIZED GENERAL CONTRACTOR GENERAL GALLONS PER MINUTE GRILLE GRILLE/REGISTER/DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HZ BC CW D E MC N N WG PLV KW LAT LB/LBS LD/LIN DIFF LF/LIN FT LPG LVG LWA LWG LWR LWT MAX MAU MBH MCA MD MFR MISC MIN MT MTD MUW N/A NC NG/NGAS NIC NO NPW N -R OA/OSA OB OBD OD P PCF PD PH POC PRESS PSI PSIG QTY R RA RD/RND REF REG REQ RESID RF RG RL RPM RS S SA SAT SD S/D SEER SENS SG SL SM SPEC SO SOG SP SQ FT SR SS STRUC T TA TEMP TBD TG TOC TOD TOS TOT TSP TSTAT TYP UH UNO V VIAQC VD VEL VERT VFD VOL W WB WG W/ W/O W/SF WSEC HERTZ NTERNATIONAL BUILDING CODE NDUSTRIAL COLD WATER NSIDE DIAMETER/DIMENSION NVERT ELEVATION NTERNATIONAL MECHANICAL CODE NCHES NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND/POUNDS LINEAR DIFFUSER LINEAL FOOT/FEET LIQUID PROPANE GAS LEAVING SOUND POWER LOW WALL GRILLE LOW WALL REGISTER LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM/MINUTE MOUNT MOUNTED MAKE-UP WATER NOT APPLICABLE NORMALLY CLOSED/NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN/NUMBER NON -POTABLE WATER NON-RESIDENTIAL OUTSIDE AIR OPPOSED BLADE OPPOSED BLADE DAMPER OUTSIDE DIAMETER/DIMENSION PUMP POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANITY RETURN GRILLE/RELOCATED/RETURN RETURN AIR ROUND REFERENCE REGISTER REQUIRED RESIDENTIAL RELIEF - RETURN GRILLE REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION SMOKE DETECTOR SLIP & DRIVE CONNECTION SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SUPPLY GRILLE SOUND LINED SPIRALMATE/SHEETMETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET SIDE WALL REGISTER STAINLESS STEEL STRUCTURAL TRANSFER - TRANSFER AIR TEMPERATURE/TEMPORARY TO BE DETERMINED TRANSFER GRILLE TOP OF CONCRETE/CURB TOP OF DUCT TOP OF STEEL/TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VENT. AND INDOOR AIR QUALITY CODE VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WALL/WALLS, WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT.. WASHINGTON STATE ENERGY CODE { MECHANICAL LEGEND 10X10 ,10X10 10X10 ,10X10 o 10X10 ,10X10 10X10;; ,10X10 100 Ca 100 RECTANGULAR SUPPLY AIR DUCT - TURNING UP OR TOWARD RECTANGULAR SUPPLY AIR DUCT - TURNING DOWN OR AWAY RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING UP OR TOWARD RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING DOWN OR AWAY ROUND DUCT - TURNING UP OR TOWARD 100 O ROUND DUCT - TURNING DOWN OR AWAY bioo FLATOVAL DUCT - TURNING UP OR TOWARD FLATOVAL DUCT - TURNING DOWN OR AWAY DUCT OVERLAP 100 Tom: BOOT TAP (s) i f 0 45' TAP VOLUME DAMPER CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES/SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW DIRECTION FORCED AIR) AIR FLOW DIRECTION DRAWN AIR) MOTOR OPERATED DAMPER FLEX CONNECTION AIR FLOW MONITORING STATION SMOKE DAMPER FIRE DAMPER COMBINATION FIRE & SMOKE DAMPER SOUND TRAP i• ACCESS DOORS I 1 XX0 X??0 XX' CD1-100 80 6 ACOUSTICALLY LINED DUCT (SOUND LINED) VAV BOX ROUND FLOOR DIFFUSER CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE ROUND DUCT SYMBOL FLATOVAL DUCT SYMBOL DEGREES SYMBOL POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE THERMOSTAT/TEMPERATURE SENSOR HUMIDITY SENSOR SMOKE DETECTOR STATIC PRESSURE SENSOR EXISTING DUCTWORK DEMO DUCTWORK WALL -MOUNTED GRILLE BUTTERFLY VALVE o PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN PLUG OR CAP GAS PRESSURE REDUCING ASSEMBLY SOLENOID VALVE PUMP CHILLED WATER SUPPLY CHILLED WATER RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION NATURAL GAS CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE a t t t a 0 D�4 a J t CHWS CHWR 2-- RL -S RS -� 2 - NG --s 2-- CDWS --� �-- CDWR -� r--- HWS --s �-- HWR -i a COND --S 2 MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2009 IBC, 2009 WSEC, 2009 IMC & 2009 WSVIAQC. 2. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. DUE TO THE FACT THAT THIS EQUIPMENT IS IN A CRITICAL DATA CENTER, ALL SYSTEMS SHALL BE DEEMED AN Ip=1.5 FOR RESTRAINT METHODS OR AS VOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTNG CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONIMIZERS SHALL BE CAPABLE OF THE FOLLOWING: -0% TO 100% OF THE DESIGN SUPPLY AIR -CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. -INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED (OR GRAVITY DAMPERS PER EXCEPTIONS IN 1412.41 WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SETTING OF AT LEAST 5 DEGREES F (10'F FOR RESIDENTIAL BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE O RESETTING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE . DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER, THE WASHINGTON STATE ENERGY CODE. 15. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 16. PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 17. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 18. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM [INCLU)ING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN 2000 CFM1 OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, PER CODE. SMOKE DETECTORS SHALL BE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. POWER -WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. 19. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 20. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 21. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: -ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC) -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC) -ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. - USE SECTION 905 OF THE 2009 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 22. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. 23. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 24. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5-11 AND 5-12. DUCT INSULATION (R -VALUE) LAST UPDATED: 07/21/10 DUCT TYPE DUCT LOCATION N -R INSULATION R -VALUE RESID. INSULATION R -VALUE REMARKS SUPPLY, RETURN NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES R-7 R-8 1,2,3 OUTSIDE AIR INTAKE WITHIN CONDITIONED SPACE VARIES R-8 1,2,4,5 SUPPLY, RETURN, OUTSIDE AIR INTAKE NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R-5.3 R-5.0 1,2 SUPPLY WITH <55 OR >105' AIR TEMPERATURE WITHIN CONDITIONED SPACE R-3.3 NOT REQ. 1,2 1. REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS 2. REQUIREMENTS APPLY TO HEATED AND MECHANICALLY COOLED DUCT SYSTEMS AS NOTED. INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.5) AND SEALED JOINTS. 3. WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS. 4. INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R-7 FOR REST OF INSTALLATION). 5. R-7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM. PIPE INSULATION (INCHES) LAST UPDATED: 01/17/07 SERVICE FLUID TEMP 'F INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (IN) CONDUCTIVITY RANGE MEAN TEMP RATING T RUN -OUTS UP TO 2 1 & LESS >1 TO 2 >2 TO 4 >4 TO 6 >6 HWS&R 141-200 0.25-0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 HWS&R 105-140 0.24-0.28 100 0.5 1.0 1.0 1.0 1.5 1.5 CHWS&R 40-45 0.23-0.27 75 0.5 0.5 0.75 1.0 1.0 1.0 CHWS&R <40 0.23-0.27 75 1.0 1.0 1.5 1.5 1.5 1.5 CDWS&R 40-45 0.23-0.27 75 0.5 0.5 0.75 1.0 1.5 1.0 CONDENSER WATER (FOR NON -ECONOMIZER SYSTEMS -INSULATION IS NOT REQUIRED) DRAWING INDEX SHEET NO. SHEET TITLE. M0.00 LEGEND, ABBREVIATIONS, GENERAL NOTES, Sc SHEET INDEX - HVAC M0.01 SCHEDULES & DETAILS SHEET - HVAC MP2.01 1ST FLOOR PARTIAL PIPING PLAN - HVAC APN NUMBER 102304-9082 LEGAL DESCRIPTION LOT 5 OF TUKWILA BLA L02-057 REC #20030327900002 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23-04 VICINITY MAP NO SCALE "S 124(6 Sty# SITE MAP NOSCALE NO SCALE 3355 S 120 PL AST 724-11 OC 0 0 LL 0 U- T314.628.7000 www.savvis.com 0 0 I` co CO N CO 0 0 Ca rn rn F206 282 3 E g ce 8 MOWN W O co Q co J T- o_ 0- co F- <t C) 3: co L M M PROJECT #211 ISSUED / REVISED DATE ISSUE FOR PERMIT 01 -AUG -11 FIELD ROUTING REV. 20 -OCT -11 PERMIT REVISION 01-NOV-11 TANK PERMIT 06 -DEC -11 P:\TUK Sabey Data Center\10-1-1420 Saw's SE 3 Renovations\Engineering\Cad\HVAC\fuel oil\M0.00.dwg 12/6/11 9:19 AM COPYRIGHT CI 2010 CALLISON LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC M0. 0 0 SHEET 1 OF 3 TANK VENT W/ FLAME ARRESTOR TANK PRIMARY AND EMERGENCY VENTS W/ FLAME ARRESTOR (VERIFY -SEE NOTE 11) 95% MECHANICAL OVERFILL VALVE REDUNDANT FILL LINES FROM UNDERGROUND STORAGE TANK VIA TRENCH BALL VALVE (TYP) FOR FOR alltt ► 4 cJ • w REDUNDANT FUEL OIL RETURN PUMPS TO UNDERGROUND STORAGE TANK - EACH PUMP SHALL BE FED FROM AN INDEPENDANT ELECTRICAL SOURCE AND HAVE INDEPENDANT PUMP CONTROL I FLOW SWITCH (TYP) L FOS 14) 4" 3 -WAY BALL VALVE LEAK DETECTOR V REDUNDANT DAY TANK CONTROL & PLC -5000 LEAK DETECTION PANELS - EACH PANEL SHALL BE FED FROM AN INDEPENDENT ELECTRICAL SOURCE LEVEL ..,6SENSOR 00, 6 6" t FOR FOR FOS 1,000 GALLON UL -2085 DAY TANK FOR FOR FOS FOS FOS FOS 3 -WAY BALL VALVE (TYP) FOR FOR FOR FOS FOR FOS FOS FOS FOR TO OTHER GENERATORS I I I FOS FOR 111 lelaTT, Le Le - 00 INV N. N. FOR FOS FOR FOS FOR FOR FUSIBLE LINK VALVE TO CLOSE ON FIRE TO STOP FUEL FLOW 104 FOR FOS FOR FOR ' FOR FOS FOS FOR FOR ANTI -SIPHON VALVE WITH BYPASS ® TOP OF LINE (TYP - SEE NOTE 12) PIPE ROUTED IN TRENCH (TYP) FOR FOR FOR FOR FOS FOS FOS FOS FOR FOS FOS FOS FOR FOR FOS TYPICAL FUEL OIL RETURN FROM GENERATOR FOS TYPICAL FUEL OIL SUPPLY TO GENERATOR TO OTHER GENERATORS s> FOR FOS FOR FOS FOR FOS FOS FOR FOS FOR FOS FUEL OIL NOTES: 1. PIPING MATERIAL SCHEDULE PIPING SIZE MATERIAL JOINT FUEL OIL PIPING 3" - 2" SCH 40 BLK SMLS WELDED CONTAINMENT PIPING ALL SCH 40 BLK OR CPVC - ACCESSIBLE EXPOSED PIPING ALL SCH 40 BLK WELDED VENT PIPING 3" - 2" 23" - 6" SCH 40 BLK SCH 40 BLK SCREWED BUTT WELD 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF NFPA 31 STANDARD FOR THE INSTALLATION OF OIL -BURNING EQUIPMENT. 4. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 5. SLOPE ALL GRAVITY PIPING TO DRAIN TO THE FUEL TANK. 6. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 2009 INTERNATIONAL MECHANICAL CODE AND 2009 INTERNATIONAL BUILDING CODE. 7. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 8. PROVIDE SHUT-OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. AUDIBLE OR VISUAL ALARM AT FILL LOCATION AT 85% FILL LEVEL. AUTOMATIC SHUTOFF AT 90% FILL LEVEL WITH AUDIBLE AND VISUAL ALARM. 11. VERIFY EMERGENCY VENT TERMINATION LOCATION AND TYPE W/LOCAL JURISDICTION 12. PROVIDE VACUUM BREAKER IN SUPPLY LINE IF SUPPLY RUNS BELOW TANK ELEVATION TO PREVENT TANK SIPHON IF SUPPLY LINE RUPTURES. DAY TANK PRIMARY VENT & PRIMARY/SECONDARY EMERGENCY VENTS ROUTED TO EXTERIOR FOR FOS TYPICAL DIESEL GENERATOR ,strat,IIE-� INLINE FUEL FILTER FOR FOR FOR FOR FOS FOR FOS FOS FOS FOR FOS FOR FOS FUEL PIPING DIAGRAM - DAY TANK MP5.02 NOT TO SCALE FOR FOS FOR FOS FOR FOS FOR FOS FOR FOS FOS FOR FOR FOS FOS FOS 6" fI T' FOS FOS FOR ■ a► CD r V 500 GALLON UL -2085 DAY TANK FOS FOS LEVEL SENSOR FUEL OIL RETURN PUMP FOR FOR FOR FOR FOR FOR FOR FOR FOS FOS FOS FOS FOS FOS FOS FOS rn m w CONTROL PANEL FOR AUXILIARY TANK n CHASE WALL UNISTRUT RACK ON WALL SEALED SHEET METAL ENCLOSURE WITH ACCESS DOORS AS REQUIRED 6" CHW PIPE (TYP) DRAIN © END OF ENCLOSURE LEAK SENSOR (FLOAT TYPE) LOCATED SURE zs, 2\ PIPE ENCLOSURE DETAIL MP5.02 NOT TO SCALE ww t- -- et erg cirI4 z w . ! wlx 4— .3 t,J LU p I'm a. cg UHL et, G0 o 0 0 eA 0. N Lf) 00 CD 0o 0) O < 0 cu - 4.0 H ca O a) LLO o— o to N-0) 00 0) e– Oo CO N co co 00 W 0. NI a Cl) W O CO < CO JT- 0_ 00 oa off' N cv • •3 LO LO M M PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04 -FEB -11 CD SET 25 -FEB -11 REV -1 PERMIT REVISION 05 -APR -11 P:\Major Projects\TUK Sabey Data Center110-1-1281 SDC 42 Tukwila)EngineeringlCadlhvac\MP5.01-02.dwg 4/14/11 1:45 PM COPYRIGHT aQ 2010 CALLISON DETAILS SHEET (MECHANICAL PIPING) - HVAC MP5.02 SHEET 240F 24 H H FOS FOSI FOS FOS - FOR FOR FOR FOR H CI 1 1 Ti .1"'": V''"*. O10 CL M FOS FOS , FOS I FOS FOS FOS f0 FOR FOR FOR FtlR FOR FOR ii 1-3 K PROVIDE LEAK DETECTION IN DOUBLE CONTAINMENT PIPING (TYP) K BY ELECTRICAL CONTRACTOR -1_-4 14 15 15 FOR F FOS FOS 4, FOS FOS FOS FOS - FOR FOR FOR FOR FOR FOR FOR th J 1-4 FOR •FOS FOS FOS FOS FOR 15 L L L FOR FOR 14 15 FOS } r 411111,131 1i" FOS/R (TW) POC TO FUEL MAINS IN UTILIDOR BELOW SLAB 1Z N 1-3 1ST FLOOR PARTIAL MECHANICAL PIPING PLAN - HVAC SCALE: 1/8" = 1'-0" N SCALE: $"=1 1 ' 3' 5' 10' 1 5' 25' czt211,-- - 4 w Z a- I• W �° ` oa w� 4L .3 O CO CD y, Q .0 O r- N tU i- W j— - N N ca CO CO aaN ©El.Z mii 0 6 "-' O O 4 fX N O 0) P {L ,- LL fn Vw 44 m. 1—O Cr) O W O co Q c0 -I %- a. a. o I- Q O N e- Cu LO M M PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04 -FEB -11 CD SET 25 -FEB -11 REV -1 PERMIT REVISION 05 -APR -11 P:\Major Projects\TUK Sabey Data Center\10-1-1281 SDC 42 TukwilalEngineering\CadlhvaclMP2.01.dwg 4114/11 1:44 PM COPYRIGHT Q 2010 CALLISON 1ST FLOOR MECHANICAL PIPING PLAN - HVAC MP2.OIB617-(( SHEETI8 OF 24 `�-� 9 9 10 10 12 13 14 11 1 2— (2) 4" & (1) 6" VENT TO OUTSIDE WITH FLAME ARRESTORS; AT 16' AFF PROVIDE STAINLESS STEEL PIPING AT EXTERIOR OF BUILDING 13 (2) 4" & (1) 6" VENT TO OUTSIDE WITH FLAME ARRESTORS; AT 16' AFF PROVIDE STAINLESS STEEL PIPING AT EXTERIOR OF BUILDING --� PH2 PH1 FOV Foy FOA/ B B L B 10 C 10J 1 1 ER C 10 11 D 10 E 9 G SEE RISER DIAGRAM FOR PIPE SIZING (TYP) DOUBLE CONTAINMENT PIPE WITH LEAK DETECTION ON ALL PIPING MP5.02 9 2" COND. UP SEE PLUMBING SHEET P2.02A FOR CONTINUATION tRMINATE SECONDARY ;CONTAINMENT EXTERIOR OF UPS ,REA D FLEXIBLE UTILIDOR FUEL PIPE FURNISH LEAK DETECION SENSOR FOR DOUBLE CONTAINMENT PIPING AT THIS LOCATION (TYP 4 PIPES) ALL PIPING RUN FROM UTILIDOR TO DAY TANKS ROUTED IN TRENCH WITH GRATING ABOVE (TRENCH AND GRATING BY OTHERS) 1�-�— G"='T7 //�� [7/ z / / / / / /W.FJ i r /; / / //71 / //„ /�/////////////; f D 11 12 J 1 CHWS—CMS—MIS CHWR—ate — CHWR --DO— MIR — CHWR —ca— CHWS — CHWs 10 CMS =: MRS— CHWs CHWR OMR — CHWR ciaa° CHWR CHWR CHWs CHWs 60 CHWS & R UP 60 CHWS & R CHWS CFNAS CHWR CHWR CtWIR CHM — c —c CHWS— — O PROVIDE 1" COND. CONNECTION AT EACH UNIT 2" COND SEE PLUMBING SHEET FOR CONTINUATION PROVIDE 2" CHWS/R CONNECTIONS AT EACH CRAC UNIT (TYP 3) 01.42.1 LN C 2 EA B6 2 12- 14 FE I.J TRANSFORMER 3000 KVA HUS -420 / / SUBSTATION' /' /' / �/ //////;ii////// / //.//////,/////,,//, / .////////////// FOS COORDINATE 'LOCATION OF UTILIDOR CONNECTION WITH EXISTING KNOCK -OUTS IN UTIIfIDOR 1 .4 ,:4.7"44%. 4 ..��...��. —ami► r t,cvoiiii�r—r- r*A-Atz Vol J1i I P' /v/v 0 I-: 7 i 1 1 1 1 1 H t H 1 1 1 12 1 1 I I i 1 i 13 /FOR 14 PH1 FOV FOV FOV Foy FOV _ reiwz. rArA 1111111 I. II.I_f' I HUS.B I Ilk w car j � TRANSWRMER 30S KVA Ti 1 • PROVIDE LEAK DETECTION IN DOUBLE CONTAINMENT PIPING (TYP) BY ELECTRICAL CONTRACTOR FOS FOS FOR FOS FOS FOR FOS FOS FOR FOR FOR FOR FOR —..-, TRANSFORMER 8000 KVA HUS -42A 1-4 DT -42-2 W LL BE USED AS AN AUXILIARY STORAGE TANK IN THE EVENT THAT iEPAIR OF DT -42-1 IS NECESSARY OR IF IS NECESSARY FOR-ANY1-4EASON i 1pP i -42-1- 14 OUT OF SERVICE 14 14 FOS FOS FOS FOS FOR FOR FOR FOR 13" FOS/FOR FOR G FOR FOS FOS FOR FOR FOS FOSS FOR FOR FOS FOS FOR FOR H FOS FOS FOR �II 'IST FLOOR PARTIAL MECHANICAL PIPING PLAN — HVAC SCALE: 1 /8" = 1'-0" N 1J FOR FOS FOS I FOS FOS FC FOR FOR FOR FOR SCALE: s"=1 1 ' 3' 5' 10' 15' i 25' (NI to 0 CO CO 0) CD CD CO 0 0 I• co CO N c0 0 I) 0 0) N CO Co 0 CV 2 8e [5 d t= t� W 0. VJ LL 2 U w w I - LU�C U F Z BENNO w U a. cU CO a) C', PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04 -FEB -11 CD SET 25 -FEB -11 REV -1 PERMIT REVISION 05 -APR -11 P:\Major Projects\TUK Sabey Data Centeri10-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\MP2.01.dwg 4/14/11 1:44 PM COPYRIGHT Q 2010 CALLISON 1ST FLOOR MECHANICAL PIPING PLAN - HVAC UY7—n MP2O1A Cfj SHEETI7 OF 24 2 4 7 — 8- 9 — 10- 11 12- 13- I5- 16 2 4 A O C O Pi iF 3 2 ILS ran 0141 C,11 FRiy 4 Ir z CCA CI - el et 3 3 I -1111111110111111111 6-'41,17=1:17_ - Pi J D a 12111 EID 1111 ii gi 1113 LIU Era 1 1 3 20901 Cot CD 1 a a 10 9P aO a 0 a F3 G. 6! -1 -Ja, J � I ■I i -.414111. ■ I-. _ 11 r.rnma 8 WIN I II t_ 4..11 4 11 4 1 I - - - I nim � I 3 4 7 I 0— ice— 10— 9— 10- 11 12- 13— C O- 10- 4� 1 I♦ son -1111, Pi '9 19 91 91 91 � 7 i—I r I 4---,;1-1-1 6 711 14 is e I 5 ; 6 -A a 7 9 6 6 7 9 13 7 I J FE IA 1 h4 2 — 2 3 J 6 � uiitisti•I�liL:� WI, 11 I � I [1, j_! a tla I. LJ l,.Wf 1 6 31 1 7 a a ffi.1 3 — 4 — FE N2 3 N4 2 3 2 3 4 4 1 — 2 3 4 0 2 D 0 3 'II 0 4-a- 2 3 R S T U V I I I I I a 5 T U y 2 3 4 4 6 0 I. 7 \ 6 IH H 2 2 3 3 T 2 3 1 2 2 3 V 2 3 _S 4— 4-T 4 4 y- 4- 4 6 6 33 1 EXISTING UNDERGROUND FUEL TANK #3 - OWNERS CONTRACTORHALL PREPARE `_XISTING TANK F R SERVICE. INSTALLEXISTING PUMPS AND PREPAR FOR SERVICE. ELECTRICIAN SHALL PROVIDE POWER CONNECTIONS,' PUMP & CONTROL CONNECTIONS AT TANK,CONNETION-TO LEAK_ ETECTION SYSTEM AND 'AS REQUIRED1TO11AKE FULL OPERATIONAL + 6- 6_ L 9 sassmeniatt.1. l*NNW IBEIN r e 3, 10- 11 CI E3 � NF OP/ us Ili 11 i 3 rr. .��; 1231 its OIL 111 12— — 12— [111 I I H� N 01 I N 10— ID— N { 10- 12— 4,-- 12- 10— I 0 i -„.,v ("=' 0--_ _'.0.._> -e9 10- 10-1 ( I 8 sr= EEO nam CC IL -3 a- 1 9 L Coot 1,7'0,1 ;RCP 6 6 7 Y 6— CI}'[ 03700 8 T a 0( cn --^ 0 8 f1 1_ 12- 12 0.1 pirrt 3- In 0441 5- 16 15- 15- 15- SPRINKLER VALVE 6001,1 16 o 51,3 0 6 MEN 13,317,9623 LED 2,30922 VADt KIM o mumorma 6 6 16 16 6 ® oi 6 a, 1ST FLOOR MECHANICAL PIPING PLAN - HVAC SCALE: NTS 7 10- 11 IS- 15 - 16 4/14/11 1:44 PM 11 13- 16 3355 S 120 PL MP20001 UST 647-11 1.11 vi Litall I”' '``' 4 co z INN UI Lu I - Ig o VI IL • CO co o U. 0 I- N M LL co co co CO fi 461 - CO CO o oc CO 0 0 C9 in CO 00 PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04 -FEB -11 REV -1 PERMIT REVISION 05-A P R-11 CD SET 1ST FLOOR MECHANICAL PIPING PLAN - HVAC COPYRIGHT 0 2010 CALLISON SHEET16 OF 24 FUEL OIL TANK SCHEDULE REV -2 LAST UPDATED: 04/13/11 UNIT TAG LOCATION SERVES GENERATOR BASIS OF DESIGN ACE TANK FIREGUARD TYPE UL 2085 - ABOVE GROUND POSITION HORIZONTAL MATERIAL NOTE 2 CONSTRUCTION DOUBLE WALL DIMENSIONS GALLONS 1,000 WEIGHT LBS 13,000 REMARKS 1,2,3,4,6 L (FT) 10'0 W (FT) 5'0 HT (FT) 4'0 DT -42-1 FIRST FLOOR - PHASE 1 DT -42-2 FIRST FLOOR - PHASE 1 GENERATOR ACE TANK FIREGUARD UL 2085 - ABOVE GROUND HORIZONTAL NOTE 2 DOUBLE WALL 8'6 4'0 4'1 500 9,100 1,2,3,5 1 ELECTRICIAN SHALL PROVIDE POWER, DISCONNECTS, AND CONTROL WIRING FOR ALL PUMPING CONTROLS, LEVEL CONTROLS, LEAK DETECTION, AND PUMP POWER 2 ALL TANK COMPONENTS SHALL BE CONSTRUCTED IN COMPLIANCE WITH UL STANDARD 2085. LISTED TANK WEIGHT DOES NOT INCLUDE FUEL WEIGHT 3 FURNISH (2) FUEL OIL PUMP ASSEMBLIES WITH 1/2 HP MOTOR (120V / 1PH), (2) REDUNDANT FUEL TANK LEVEL CONTROL AND PUMP CONTROL PANELS AT FUEL OIL TANK 4 FURNISH TANK WITH FULL PENETRATION WELDS 5 TANK FOT-42-2 IS FURNISHED AS A BACKUP STORAGE TANK FOR FOT-42-1 6 EACH CONTROL PANEL SHALL BE ELECTRICALLY FED FROM AN INDEPENDENT ELECTRICAL BUS - SEE DETAIL 1 / MP5.02 R:\\Engineering\Equipment Schedules\FUEL OIL TANK.xlsx 10/31/2011 DT -3 0 ((FRONT)_ STANDBY GERATOi�{�D4" STANDBY GERATO3 0 D J IJ m TERMINATION BUS (FRONT) (FRONT) ATS #3W/ BYPASS11 USS -1 2500KVA XFMR. #1 600A 26.4KV HV SWITCH GEN ROOM (FRONT) 150 (FRONT) USS -2 2500KVA XFMR. #1 (2) 1-1/2" FOS (2) 1-1/2 FOR 600A 26.4KV HV SWITCH i O o o u 0VI -9 U NIT SUBSTATION 'US' - PHASE 3 UPS SWITCH GEAR 153 UNIT SUBSTATION "USS -4" PHASE 3 MECHANICAL 7 L� UI T 3 TB UPS4BUF34JPECH4 1ECH4, UTB PS3B U S3A� CH3 1ECH3/ (2) 1-1/2" FOS B/G (2) 1-1/2" FOR B/G n FUEL SYSTEM - FIRST FLOOR PART (OVERHEAD PIPING) SCALE: 1/8"=1'— 0" GENERAL NOTES 1. REFER TO PLAN FS -200 FOR PIPING SYSTEM DETAILS. 2. COORDINATE WORK WITH OTHER TRADES PRIOR TO ROUTING VENTS TO EXTERIOR. H DT -3 (FRONT) DT -2 DT -1 STANDBY G S O STANDBY C BATOR 5" STANDBY GEERATOli O G EN ROOM 152 PS4B TB- UPS4A ITB- IITB- MECH4NECH4A UPS3B UPS3A T ECH3r (FRONT) ATS #1 L C m TERMINATION BUS (FRONT) (FRONT) ATS #3 W/ BYPASS USS -1 2500KVA • XFMR. #1 GEN ROOM 150 21 SV (I USS -2 2500KVA XFMR. #1 (I 21 S main -1 ats SERVI ats E SWBD #1 tie ats ma T P i ats SERVI ats E SWBD tie #1 ats PHASE 3 UPS main -1 main -2 u 0VI -9 U NIT SUBSTATION 'US' - PHASE 3 UPS SWITCH GEAR 153 UNIT SUBSTATION "USS -4" PHASE 3 MECHANICAL 7 L� UI T 3 TB UPS4BUF34JPECH4 1ECH4, UTB PS3B U S3A� CH3 1ECH3/ (2) 1-1/2" FOS B/G (2) 1-1/2" FOR B/G n FUEL SYSTEM - FIRST FLOOR PART (OVERHEAD PIPING) SCALE: 1/8"=1'— 0" GENERAL NOTES 1. REFER TO PLAN FS -200 FOR PIPING SYSTEM DETAILS. 2. COORDINATE WORK WITH OTHER TRADES PRIOR TO ROUTING VENTS TO EXTERIOR. H DT -3 (FRONT) DT -2 DT -1 STANDBY G S O STANDBY C BATOR 5" STANDBY GEERATOli O G EN ROOM 152 PS4B TB- UPS4A ITB- IITB- MECH4NECH4A UPS3B UPS3A T ECH3r (FRONT) ATS #1 L C m TERMINATION BUS (FRONT) (FRONT) ATS #3 W/ BYPASS USS -1 2500KVA • XFMR. #1 GEN ROOM 150 21 SV (I USS -2 2500KVA XFMR. #1 (I 21 S main -1 ats SERVI ats E SWBD #1 tie ats ma T P i SWITCH GEAR 153 U NIT SUBSTATION "USS' -4' PHASE 3 MECHANIC AE— S3-U FUEL SYSTEM - FIRST FLOOR PART (AT GRADE PIPING) SCALE: 1/8"=1'— 0" GENERAL NOTES 1. REFER TO PLAN FS -200 FOR PIPING SYSTEM DETAILS. NOTES NOTES ▪ CONNECT TO EXISTING 1-1/2" FUEL OIL LINES (FOS & FOR) OVERHEAD. O RUN (3) 2" VENTs & (3) 4" EMERGENCY VENTS TO EXTERIOR OF BUILDING. PROVIDE COMMON SUPPORT FOR VENTS AND COORDINATE WITH GENERATOR EXHAUST. ® PROVIDE COMMON SUPPORT FOR VENTS THE ENTIRE HEIGHT OF THE BUILDING. TERMINATE VENTS ABOVE ROOF PARAPET. 01 ROUTE FOS AND FOR LINES AT FLOOR SLAB IN PROTECTED ENCLOSURE. REFER TO ARCHITECTURAL/STRUCTURAL DETAIL FOR ENCLOSURE CONSTRUCTION. SCOPE OF WORK 1ST FLOOR KEY PLAN www. internap.corn Q J Q CO Z O CI) Icy w p rst)(NI () '- wOc-'0NNU (/)> rn co m zw62--tet 2;Owzw• z• Seci Wix M:: F I:-: Q' • tea NTERGATE EAST CAMPUS 0 0 r` 0 rn 0 N I- U w 0 ISSUED / REVISED DATE CD SET 03/08/10 SCALE: 118"=1'-0" FUEL SYSTEM 5- -/O FIRST FLOOR PLAN FS100 ' UNIT SUBSTATION US: PHASE 3 UPS SWITCH GEAR 153 U NIT SUBSTATION "USS' -4' PHASE 3 MECHANIC AE— S3-U FUEL SYSTEM - FIRST FLOOR PART (AT GRADE PIPING) SCALE: 1/8"=1'— 0" GENERAL NOTES 1. REFER TO PLAN FS -200 FOR PIPING SYSTEM DETAILS. NOTES NOTES ▪ CONNECT TO EXISTING 1-1/2" FUEL OIL LINES (FOS & FOR) OVERHEAD. O RUN (3) 2" VENTs & (3) 4" EMERGENCY VENTS TO EXTERIOR OF BUILDING. PROVIDE COMMON SUPPORT FOR VENTS AND COORDINATE WITH GENERATOR EXHAUST. ® PROVIDE COMMON SUPPORT FOR VENTS THE ENTIRE HEIGHT OF THE BUILDING. TERMINATE VENTS ABOVE ROOF PARAPET. 01 ROUTE FOS AND FOR LINES AT FLOOR SLAB IN PROTECTED ENCLOSURE. REFER TO ARCHITECTURAL/STRUCTURAL DETAIL FOR ENCLOSURE CONSTRUCTION. SCOPE OF WORK 1ST FLOOR KEY PLAN www. internap.corn Q J Q CO Z O CI) Icy w p rst)(NI () '- wOc-'0NNU (/)> rn co m zw62--tet 2;Owzw• z• Seci Wix M:: F I:-: Q' • tea NTERGATE EAST CAMPUS 0 0 r` 0 rn 0 N I- U w 0 ISSUED / REVISED DATE CD SET 03/08/10 SCALE: 118"=1'-0" FUEL SYSTEM 5- -/O FIRST FLOOR PLAN FS100 (/) (/ 0 0 0 0 120V/1PH/60HZ' = 0 Lj 0.1 0 L N 0 L 0 N N 0 0 li N 1%\ 1" FOR " FOS DT EMERGENCY SHUTDOWN TSOLENOID VALVE (NO) DT NORMAL FILL SOLENOID VALVE (NC) d- ALERTON CONTROL PANEL Tz T5 G� GS j � Cl J Di Di Di Di DI Di Di Di DI Di Di Di LT os LT DAY TANK MONITORING THE DAY TANK SYSTEM CONSISTS OF RETURN PUMPS, LEVEL SENSING AND RUPTURE/LEAD DETECTION. THE DDC ARE ONLY MONITORED BY THE DDC SYSTEM. DDC DAY TANK MONITORING SYSTEM NOT TO SCALE D CI L C C r J II I 7 L J E C C L I II 7 L 7 TLS C C L C L I 7 J I 7 NOTE: PROVIDE WITH DISCONNECT DOUBLE POPPET FOOT VALVE (TYP.) H ®A H ® A 0 0 H ®A H ® A O 0 GENSET SOLENOID VALVE (NC) EM n .4; POWER AVAILABLE LAMP DAY TANK (4,5,6) HIGH LEVEL LAMP DAY TANK (4,5,6) LOW LEVEL LAMP DAY TANK (4,5,6) LEAK LAMP RETURN PUMP (4,5,6) RUN LAMP RETURN PUMP (4,5,6) HOA SWITCH DAY TANK (4,5,6) SOLENOID VALVES HOA SWITCH DAY TANK (4,5,6) FAIL LAMP SUPPLY PUMP (1,2) FAIL LAMP SUPPLY PUMP (1,2) RUN LAMP ALARM SILENCE BUTTON CUSTOM FUEL SYSTEM CONTROL AND MONITORING PANEL (OMNTEC MFG OR EQUAL) FUEL SYSTEM CONTROL DETAIL NOT TO SCALE FUEL SYSTEM EQUIPMENT SCHEDULE TAG DESCRIPTION FOS ABOVE GROUND CONVAULT FUEL DAY TANK UL -2085 LISTED 250 GALLON CONCRETE ENCAPSULATED TANK. PROVIDE WITH 4" FILL CONNECTION IN 7 GALLON SPILL BUCKET, LEAK DETECTOR TUBE, THREE. (3) 2" NIPPLES AND THREE (3) 4" NIPPLES. PROVIDED AND INSTALLED BY CONTRACTOR DT FOR FUEL OIL RETURN DAY TANK SUBMERSIBLE RETURN PUMP. FUEL CONTROL PANEL SHALL OPERATE. PROVIDED AND INSTALLED BY CONTRACTOR, MOUNTED ON DAY TANK (208/1/60). RP © OMNTEC CUSTOM CONTROL AND MONITORING PANEL CP •••••• LEAK SENSOR. STAINLESS STEEL FLEXIBLE CONNECTION LS 5 SOV SHUT-OFF/ISOLATION VALVE (THREE PIECE BRONZE) TANK CONTAINMENT LEAK SENSOR. TLS eSOLENOID VALVE LEVEL PROBE AND LEVEL TRANSMITTER. COMPATIBLE WITH FUEL CONTROL PANEL TO REPORT TANK LEVEL FOR DIGITAL READOUT. LT FLOW SWITCH LG LEVEL GAUGE/PROBE. LEVEL PROBE AND GAUGE FOR FUEL LEVEL READOUT VISIBLE FROM TANK FILLING CONNECTION. FUEL SYSTEM PIPING FUEL PIPING SHALL BE SCHEDULE 80 STEEL WITH WELDED JOINTS AND FITTTINGS. SYMBOL LSIT SYMBOL ABBREV. DESCRIPTION 1. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES, OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION (OSHA) STANDARDS AND FEDERAL CODES HAVING JURISDICTION OVER THE CONSTRUCTION. 2. CONTRACTOR SHALL EXAMINE THE PROJECT SITE AND DISCUSS GENERAL REQUIREMENTS OF BUILDING AND WORK PERFORMANCE WITH THE PROJECT MANAGER. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHERS ON THE PROJECT. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND PROVIDE LABOR AND MATERIALS TO MAKE A WORKABLE AND USABLE SYSTEM. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS, FLOORS, INCLUDING SAW CUTTING AND CORE DRILLING. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURAL ELEMENT THAT IS NOT SPECIFICALLY SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE OWNERS REPRESENTATIVE ATTENTION PRIOR TO SUCH CUTTING OR DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION AND SIZES OF SUCH CUTTING AND DRILLING FOR APPROVAL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACQUISITION AND PAYMENT OF PERMITS AND INSPECTIONS REQUIRED AND RELATED FEES FOR THIS INSTALLATION. 5. PIPING SHALL BE SEISMICALLY BRACED PER THE SMACNA GUIDEUNISE FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND LOCAL REQUIREMENTS. 6. MECHANICAL CONTRACTOR AND/OR FUEL SYSTEM VENDOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR EQUIPMENT SHOWN IN THE EQUIPMENT SCHEDULE AND PIPING SHOWN ON DIAGRAM FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. 7. FUEL PIPING, VENT PIPING, AND CONTAINMENT CASING SHALL BE WELDED STEEL 8. DIESEL FUEL STORAGE TANK SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH UL 142, AND UFC STANDARDS A -11-F-1. THE TANKS SHALL BE SUPPLIED AND INSTALLED BY THE MECHANICAL CONTRACTOR OR THEIR SUBCONTRACTOR. TANK SHALL BE CONSTRUCTED OF CONCRETE ENCAPSULATED STEEL TANK AND SHALL BE PROVIDED WITH ENCLOSED SECONDARY CONTAINMENT TANK (RUPTURE BASIN) AND LEAK DETECTOR. FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN V VENT EV EMERGENCY VENT •••••• FLEX STAINLESS STEEL FLEXIBLE CONNECTION 5 SOV SHUT-OFF/ISOLATION VALVE (THREE PIECE BRONZE) N SWING CHECK VALVE eSOLENOID VALVE FLOW SWITCH LT ULTRASONIC LEVEL TRANSMITTER TANK LEAK SENSOR TLS mLEVEL GAUGE DOUBLE POPPET FOOT VALVE ® RETURN PUMP ,,ii POC POINT OF CONNECTION FUEL SYSTEM SEQUENCE OF OPERATION: DAY TANK FILL OPERATION: FUEL CONTROL PANEL SHALL OPERATE DAY TANK FILL OPERATION. UPON LIQUID LEVEL SENSOR DETECTION OF 75% TANK CAPACITY, THE FUEL CONTROL PANEL WILL SEND A SIGNAL FOR "DT NORMAL FILL" SOLENOID VALVE TO BE ENERGIZED INTO THE OPEN POSITION. FUEL SYSTEM CONTROL PANEL SHALL ALSO SEND SIGNAL TO SYSTEM PUMP TO ENERGIZE. OPERATION LIGHT "NORMAL FILL ACTIVATED" SHALL ILLUMINATE WHEN "NORMAL FILL" SOLENOID VALVE IS ACTIVATED. WHEN LIQUID LEVEL SENSOR DETECTS TANK CAPACITY AT 90% THE "NORMAL FILL" SOLENOID VALVE WILL BE DE -ACTIVATED, THE "NORMAL FILL ACTIVATED" LIGHT SHALL TURN OFF AND THE SYSTEM PUMP SHALL RECEIVE STOP SIGNAL. DAY TANK LOW LEVEL OPERATION: UPON LIQUID LEVEL DETECTION OF 5% TANK CAPACITY, THE FOLLOWING OPERATIONS SHALL TAKE PLACE: • THE "DT EMERGENCY SHUTDOWN SOLENOID VALVE" SHALL ENERGIZE AND CLOSE. • THE ASSOCIATED GENERATOR SHALL RECIEVE A SHUTDOWN SIGNAL TO PROTECT ITS FUEL INJECTION SYSTEM. THE "GENSET FILL" SOLENOID VALVE SHALL CLOSE. A FAILURE SIGNAL OF THE DAY TANK SHALL BE GENERATED AT THE FUEL SYSTEM CONTROL PANEL. IN ORDER TO RESET LOW LEVEL ALARM THE FOLLOWING OPERATIONS MUST TAKE PLACE: • OVERRIDE SOLENOID VALVE CONTROL FOR DSIGNATED DAY TANK AT HOA SWITCH AT CONTROL PANEL FROM AUTO TO OPEN. • MANUAL FILL DAY TANK TO LEVEL NO LESS THAN 25%. LEAK DETECTION OPERATION: A SIGNAL FROM A DAY TANK LEAK SENSOR SHALL GENERATE AN ALARM AT THE FUEL SYSTEM CONTROL PANEL. THE FUEL SYSTEM CONTROL PANEL WILL SEND A SIGNAL TO THE "DT EMERGENCY SHUT DOWN" SOLENOID VALVE AND IT WILL CLOSE. ONCE REPAIRED VALVE POSITIONS CAN BE RESET AY HOA SOLENOID VALVE SWITCH AT FUEL SYSTEM CONTROL PANEL. DAY TANK HIGH LEVEL OPERATION: UPON LIQUID LEVEL DETECTION OF 95% TANK CAPACITY, THE FOLLOWING OPERATIONS SHALL TAKE PLACE: • FUEL SYSTEM CONTROL PANEL SHALL SEND SIGNAL TO CLOSE "DT EMERGENCY SHUTDOWN" SOLENOID VALVE. • HIGH LEVEL LAMP SHALL ILLUMINATE FOR ASSOCIATED DAY TANK. • FUEL SYSTEM CONTROL PANEL SHALL SEND SIGNAL TO ENERGIZE RETURN PUMP FOR ASOCIATED DAY TANK. • RETURN PUMP LAMP SHALL ILLUMINATE UPON OPERATION OF PUMP. IN ORDER TO RESET HIGH LEVEL ALARM DETECTION OF 85% TANK CAPACITY IS REQUIRED FROM LIQUID LEVEL SENSOR AT FUEL CONTROL PANEL. THE RETURN PUMP SHALL DE -ENERGIZE AND THE RETURN PUMP LAMP SHALL TURN OFF. A THREE POSITION. THE "DT EMERGENCY SHUTDOWN" SOLENOID VALVE SHALL RETURN TO OPEN POSITION. GENSET SOLENOID VALVE OPERATION: WHEN THE GENERATOR RECIEVES A START SIGNAL THE GENSET SOLENOID VALVE SHALL OPEN. WHEN THE GENERATOR RECEIVES A STOP OR FAIL SIGNAL THE GENSET SOLENOID VALVE SHALL CLOSE. DAY TANK FLOW SWITCH OPERATION: UPON DAY TANK FILL OPERATION IF FLOW IS NOT ESTABLISHED AT SWITCH THE "DT EMERGENCY SHUTDOWN" SOLENOID VALVE SHALL CLOSE AND AN ALARM SIGNAL SENT TO THE FUEL SYSTEM CONTROL PANEL. SUPPLY PUMP MONITORING: OPERATION OF THE STORAGE TANK SUPPLY PUMPS WILL BE ACCESSIBLE FROM THE PHASE 1 SYSTEM (GATEKEEPER PANEL). MONITORING OF STATUS AND FAILURE WILL BE AT FUEL SYSTEM CONTROL PANEL. ALARM OPERATION: UNDER ALARM CONDITION THE PANEL SHALL ENERGIZE AN ALARM BELL THAT WILL ONLY BE DISBALED AT FUEL CONTROL PANEL ALARM SILENCE BUTTON. 3355 S 120 PL AST 258-10 q 7 I y t 0 © 0 W M O • CO 0 J< N M WSQsoo �r F- ., N <C F- LL J Z O www.internap.corn CO < rnoo M I o (1) 0 0 N • W 0 PO (NL(I) Lr_ (0 d cn>>rn (m OU�r-ZWD W DWr7Dl--=>. 0 N 0 2". O c A o • ✓ 3 INTERGATE EAST CAMPUS 0 0 r -- co rn 0 N I- 0 U w o: ISSUED / REVISED DATE CD SET 03/08/10 SCALE: NTS FUEL SYSTEM -ZSIr/U LEGEND, SCHEDULE, NOTES & DIAGRAM FS001 Or/ s ���� GENERAL NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES, OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION (OSHA) STANDARDS AND FEDERAL CODES HAVING JURISDICTION OVER THE CONSTRUCTION. 2. CONTRACTOR SHALL EXAMINE THE PROJECT SITE AND DISCUSS GENERAL REQUIREMENTS OF BUILDING AND WORK PERFORMANCE WITH THE PROJECT MANAGER. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHERS ON THE PROJECT. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND PROVIDE LABOR AND MATERIALS TO MAKE A WORKABLE AND USABLE SYSTEM. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS, FLOORS, INCLUDING SAW CUTTING AND CORE DRILLING. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURAL ELEMENT THAT IS NOT SPECIFICALLY SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE OWNERS REPRESENTATIVE ATTENTION PRIOR TO SUCH CUTTING OR DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION AND SIZES OF SUCH CUTTING AND DRILLING FOR APPROVAL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACQUISITION AND PAYMENT OF PERMITS AND INSPECTIONS REQUIRED AND RELATED FEES FOR THIS INSTALLATION. 5. PIPING SHALL BE SEISMICALLY BRACED PER THE SMACNA GUIDEUNISE FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND LOCAL REQUIREMENTS. 6. MECHANICAL CONTRACTOR AND/OR FUEL SYSTEM VENDOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR EQUIPMENT SHOWN IN THE EQUIPMENT SCHEDULE AND PIPING SHOWN ON DIAGRAM FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. 7. FUEL PIPING, VENT PIPING, AND CONTAINMENT CASING SHALL BE WELDED STEEL 8. DIESEL FUEL STORAGE TANK SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH UL 142, AND UFC STANDARDS A -11-F-1. THE TANKS SHALL BE SUPPLIED AND INSTALLED BY THE MECHANICAL CONTRACTOR OR THEIR SUBCONTRACTOR. TANK SHALL BE CONSTRUCTED OF CONCRETE ENCAPSULATED STEEL TANK AND SHALL BE PROVIDED WITH ENCLOSED SECONDARY CONTAINMENT TANK (RUPTURE BASIN) AND LEAK DETECTOR. 8. STRUCTURAL CALCULATIONS SHALL BE PROVIDED BY THE MANUFACTURE TO INDICATE THAT THE ABOVE GROUND VESSEL MEETS ALL APPLICABLE CODES. 9. A MINIMUM 2 -HOUR FIRE RATING ENCLOSURE SHALL BE PROVIDED WITH AVAILABLE TEST DATA AND CALCULATIONS. 10. INSTALLED TANKS SHALL BE VENTED TO PER NFPA SECTION 30. VENTS MUST BE INSTALLED IN ACCORDANCE WITH NFPA TO ENSURE COMPLIANCE WITH U.L. 142. EMERGENCY VENTING (IN THE EVENT OF A FIRE) SHALL ALSO BE DESIGNED AND INSTALLED IN COMPLIANCE WITH NFPA SECTION 3. 11. THE CONTRACT DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO CONVEY A FUNCTIONAL FUEL OIL SYSTEM AND TO DEPICT THE GENERAL LOCATION OF THE SYSTEM COMPONENETS. -- --ti-- 12. CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS AND SHALL FAMILIARIZE THEMSELF WITH ALL THE REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE CM OF ANY OBSERVED FAULTS AND AMBIGUITY IN THE CONTRACT DOCUMENTS SO THAT THE MATTER MAY BE RESOLVED PRIOR TO SUBMISSION OF BIDS. 13. BY SUBMISSION OF BID, THE CONTRACTOR SHALL ACKNOWLEDGE ACCEPTANCE OF THE CONTRACT DOCUMENTS AS AN ADEQUATE DEFINITION OF THE SCOPE OF WORK AND EXTRA COST CLAIMS BASED ON INADEQUACY OF CONTRACT DOCUMENTS WILL NOT BE CONSIDERED. 14. OIL COOLER IS TO BE FURNISHED BY GENERATOR MANUFACTURER AND INSTALLED BY CONTRACTOR AS INTEGRAL PART OF ENGINE. INSTALL WITH ALL NECESSARY COMPONENTS, INCLUDING VALVES, GAUGES, FLEXIBLE CONNECTIONS AND FITTINGS. 15. CONTRACTOR SHALL VERIFY ALL VOLTAGE AND POWER REQUIREMENTS AND COORDINATE WITH ELECTRICAL CONTRACTOR AS REQUIRED. ALL CONTROLS AND POWER MING SHALL BE IN SEPARATE RIGID CONDUIT. 16. MOTOR CONTROLLERS (STARTERS) OR COMBINATION STARTER/DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT ARE FURNISHED UNDER THIS DIVISION AND INSTALLED UNDER DIVISION 16. FUEL SYSTEM SEQUENCE OF OPERATION: DAY TANK FILL OPERATION: FUEL CONTROL PANEL SHALL OPERATE DAY TANK FILL OPERATION. UPON LIQUID LEVEL SENSOR DETECTION OF 75% TANK CAPACITY, THE FUEL CONTROL PANEL WILL SEND A SIGNAL FOR "DT NORMAL FILL" SOLENOID VALVE TO BE ENERGIZED INTO THE OPEN POSITION. FUEL SYSTEM CONTROL PANEL SHALL ALSO SEND SIGNAL TO SYSTEM PUMP TO ENERGIZE. OPERATION LIGHT "NORMAL FILL ACTIVATED" SHALL ILLUMINATE WHEN "NORMAL FILL" SOLENOID VALVE IS ACTIVATED. WHEN LIQUID LEVEL SENSOR DETECTS TANK CAPACITY AT 90% THE "NORMAL FILL" SOLENOID VALVE WILL BE DE -ACTIVATED, THE "NORMAL FILL ACTIVATED" LIGHT SHALL TURN OFF AND THE SYSTEM PUMP SHALL RECEIVE STOP SIGNAL. DAY TANK LOW LEVEL OPERATION: UPON LIQUID LEVEL DETECTION OF 5% TANK CAPACITY, THE FOLLOWING OPERATIONS SHALL TAKE PLACE: • THE "DT EMERGENCY SHUTDOWN SOLENOID VALVE" SHALL ENERGIZE AND CLOSE. • THE ASSOCIATED GENERATOR SHALL RECIEVE A SHUTDOWN SIGNAL TO PROTECT ITS FUEL INJECTION SYSTEM. THE "GENSET FILL" SOLENOID VALVE SHALL CLOSE. A FAILURE SIGNAL OF THE DAY TANK SHALL BE GENERATED AT THE FUEL SYSTEM CONTROL PANEL. IN ORDER TO RESET LOW LEVEL ALARM THE FOLLOWING OPERATIONS MUST TAKE PLACE: • OVERRIDE SOLENOID VALVE CONTROL FOR DSIGNATED DAY TANK AT HOA SWITCH AT CONTROL PANEL FROM AUTO TO OPEN. • MANUAL FILL DAY TANK TO LEVEL NO LESS THAN 25%. LEAK DETECTION OPERATION: A SIGNAL FROM A DAY TANK LEAK SENSOR SHALL GENERATE AN ALARM AT THE FUEL SYSTEM CONTROL PANEL. THE FUEL SYSTEM CONTROL PANEL WILL SEND A SIGNAL TO THE "DT EMERGENCY SHUT DOWN" SOLENOID VALVE AND IT WILL CLOSE. ONCE REPAIRED VALVE POSITIONS CAN BE RESET AY HOA SOLENOID VALVE SWITCH AT FUEL SYSTEM CONTROL PANEL. DAY TANK HIGH LEVEL OPERATION: UPON LIQUID LEVEL DETECTION OF 95% TANK CAPACITY, THE FOLLOWING OPERATIONS SHALL TAKE PLACE: • FUEL SYSTEM CONTROL PANEL SHALL SEND SIGNAL TO CLOSE "DT EMERGENCY SHUTDOWN" SOLENOID VALVE. • HIGH LEVEL LAMP SHALL ILLUMINATE FOR ASSOCIATED DAY TANK. • FUEL SYSTEM CONTROL PANEL SHALL SEND SIGNAL TO ENERGIZE RETURN PUMP FOR ASOCIATED DAY TANK. • RETURN PUMP LAMP SHALL ILLUMINATE UPON OPERATION OF PUMP. IN ORDER TO RESET HIGH LEVEL ALARM DETECTION OF 85% TANK CAPACITY IS REQUIRED FROM LIQUID LEVEL SENSOR AT FUEL CONTROL PANEL. THE RETURN PUMP SHALL DE -ENERGIZE AND THE RETURN PUMP LAMP SHALL TURN OFF. A THREE POSITION. THE "DT EMERGENCY SHUTDOWN" SOLENOID VALVE SHALL RETURN TO OPEN POSITION. GENSET SOLENOID VALVE OPERATION: WHEN THE GENERATOR RECIEVES A START SIGNAL THE GENSET SOLENOID VALVE SHALL OPEN. WHEN THE GENERATOR RECEIVES A STOP OR FAIL SIGNAL THE GENSET SOLENOID VALVE SHALL CLOSE. DAY TANK FLOW SWITCH OPERATION: UPON DAY TANK FILL OPERATION IF FLOW IS NOT ESTABLISHED AT SWITCH THE "DT EMERGENCY SHUTDOWN" SOLENOID VALVE SHALL CLOSE AND AN ALARM SIGNAL SENT TO THE FUEL SYSTEM CONTROL PANEL. SUPPLY PUMP MONITORING: OPERATION OF THE STORAGE TANK SUPPLY PUMPS WILL BE ACCESSIBLE FROM THE PHASE 1 SYSTEM (GATEKEEPER PANEL). MONITORING OF STATUS AND FAILURE WILL BE AT FUEL SYSTEM CONTROL PANEL. ALARM OPERATION: UNDER ALARM CONDITION THE PANEL SHALL ENERGIZE AN ALARM BELL THAT WILL ONLY BE DISBALED AT FUEL CONTROL PANEL ALARM SILENCE BUTTON. 3355 S 120 PL AST 258-10 q 7 I y t 0 © 0 W M O • CO 0 J< N M WSQsoo �r F- ., N <C F- LL J Z O www.internap.corn CO < rnoo M I o (1) 0 0 N • W 0 PO (NL(I) Lr_ (0 d cn>>rn (m OU�r-ZWD W DWr7Dl--=>. 0 N 0 2". O c A o • ✓ 3 INTERGATE EAST CAMPUS 0 0 r -- co rn 0 N I- 0 U w o: ISSUED / REVISED DATE CD SET 03/08/10 SCALE: NTS FUEL SYSTEM -ZSIr/U LEGEND, SCHEDULE, NOTES & DIAGRAM FS001 Or/ s ���� I AHU 52A1 l AHU 5231 I AHU-52A3 AND 52B2 1 EMS ROA DUCT STATIC PRESSURE SENSOR r I 1 1 1 1=112010011211 =I =I AHU-52C3 AND 52D3 DUCT STATIC PRESSURE SENSOR i L EF -52A EF -52B EF -52C 1 EF -52D I J GENERATOR ROOM SCOPE OF WORK THIS PERMIT UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 1 1 1 1 1 SCOPE OF WORK 'THIS PERMIT SCOPE OF WORK THIS PERMIT SUPPLY AIR ISOLATION DAMPER (TYPICAL) 5201 SPACE TEMP SENSOR SPACE HUMUOISCAT DUCT STATIC PRESSURE SENSOR OUTSIDE AIR ECONOMIZER 3 -WAY DMPR CONTROL-� VA. TYP EA AHU SUPPLY AIR./ MANIFOLD UPS AIR HANDLING UNIT SCHEMATIC CONTROL DIAGRAM • NOT TO SCALE 3 -WAY CONTROL VA. 2 TYP EA AHU BY-PASS DMPR 2 TYP EA AHU —2 TYP EACH AHU l RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP EA. AHU OSA DMPR, 2 TYP EA AHU r RETURN AIR DMPR 2-TYP x AHU 52A2 1 -1/ .=/\ z� ICOOUNG COIL I I AIR FILTER I I_. 'I{' AIR FILTER ED VFD T (EVAPORATOR ___, a F. F AHU-52D3 U' J� VFD 6 M AHU-52C3 SUPPLY AIR./ MANIFOLD UPS AIR HANDLING UNIT SCHEMATIC CONTROL DIAGRAM • NOT TO SCALE 3 -WAY CONTROL VA. 2 TYP EA AHU BY-PASS DMPR 2 TYP EA AHU —2 TYP EACH AHU l RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP EA. AHU OSA DMPR, 2 TYP EA AHU r RETURN AIR DMPR 2-TYP x AHU 52A2 1 AHU 52C1 AHU 52C1 =I =I = =I =I =I 101111111111111111111 IIIIMIII\ AIR RN SOLATION DAMPER TYPICAL) f--RETURN AIR MANIFOLD .Jgit SCOPE OF WORK THIS PERMIT -1/ .=/\ Qi=ih ICOOUNG COIL I I AIR FILTER I I_. 'I{' AIR FILTER ED VFD (EVAPORATOR AHU 52C1 AHU 52C1 =I =I = =I =I =I 101111111111111111111 IIIIMIII\ AIR RN SOLATION DAMPER TYPICAL) f--RETURN AIR MANIFOLD .Jgit SCOPE OF WORK THIS PERMIT -1/ .=/\ Qi=ih I COOLING COIL AIR FILTER I_ I_. 'I{' AIR FILTER ED _.____,,,- ___, F. F U' AHU 52C1 AHU 52C1 =I =I = =I =I =I 101111111111111111111 IIIIMIII\ AIR RN SOLATION DAMPER TYPICAL) f--RETURN AIR MANIFOLD .Jgit SCOPE OF WORK THIS PERMIT FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT 0 SCHEMATIC CONTROL DIAGRAM 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5202 5203 PROJECT: try le Of Your BuiIding SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: _04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: EVA TATOSOVA CHECKED BY: BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: SCHEMATIC CONTROL DIAGRAMS SHEET NUMBER: Maul -1/ .=/\ COOLING COIL AIR FILTER EVAPORATOR FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT 0 SCHEMATIC CONTROL DIAGRAM 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5202 5203 PROJECT: try le Of Your BuiIding SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: _04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: EVA TATOSOVA CHECKED BY: BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: SCHEMATIC CONTROL DIAGRAMS SHEET NUMBER: Maul 0 CO® ® CO () Ii CC cQ)-- 1E13 O S ILEVSA i .1 —1 12 Ear KaA '1,;:��d'IR S.,,'34tEt:m n mr.WI Et* jjit:' -I-7x. ti ii o � n n 11-0' x )IIS Cly 570 Ezr tC itY-Livcr—r—l—r-= \..\\ \ ti 1112116 1.1011 !INT r `G) 1 0 PHA FOR - T 1-1/2" FOS/FOR E2 1. F� • 0 cKD (N1; 07) PLUMBING 1ST FLOOR PLAN ILIE3-- IINE-3--i 111E4 —0- 1THE-4 --0^ t l leory 000 SCALE: 1/32- = 1'-0' 0 7I 0 10 -- KEY NOTES 0 ISOLATE AND TEST EXISTING DOUBLE WALLED PIPE BETWEEN TANK AND POC. V INSTALL FUEL OIL PUMP FROM BUILDING STORAGE. CONNECT TO EXISTING FUEL OIL SUPPLY PIPE. CONNECT FUEL OIL RETURN PIPE TO TANK. 03 CONNECT NEW FUEL OIL SUPPLY AND RETURN PIPE TO EXISTING. ) TWO FOS AND TWO FOR PIPES IN EXISTING TRENCH TO DAYTANK. (5 EXISTING LEAK DETECTION AT LOW POINT IN TRENCH. SHEET NOTES 1. ALL FUEL OIL PIPING LOW POINTS SHALL HAVE SUMP WITH LEAK DETECTOR. 2. COORDINATE ALL WORK WITH PRE—PURCHASED EMERGENCY GENERATOR. 3. DAY TANK SHALL BE INSTALLED BY CONTRACTOR FOR EACH GENERATOR. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS INCLUDING VALVES, GAGES, FLEX CONNECTIONS AND FITTINGS AS INDICATED, SHOWN, OR REQUIRED. 4. ALL CONTROL AND POWER WIRING SHALL BE IN RIGID CONDUIT. PROJECT: 4 try fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: CHECKED BY: EVA TATOSOVA BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING 1ST FLOOR PLAN SHEET NUMBER: P2.1 Yeti -/r AHU-52D3 I AHU-52C3 1 (Th Nf x1 r POC TO EXISTIN 3/4" HB -3 3/4"CW—DROP 3/4"CW or r s A A UP 3/4"CW P 2" • J L' lttni AHU —5262 AHU-52A3 SEE MECHANICAL DRAWINGS ABOVE BELOW SEE MECHANICAL DRAWINGS a.min ere: r r r nr r r r r r r r r f.I•f ririfi r Rf. r�r wr r r r. __ _ __ . • r i • • • ewe • i • i • • • irG • i • { • • • • { i• .ri • •1•i•aaa f :i :J ,^ BELOW SLAB 3/4"NPCW LOCATE & CONNECT TO EXISTING VENT RISER Min P6.0 RPBP-' -' (2 EACH) HEAT TRACE -1 L - 2"V DN PROVIDE MOISTURE SENSOR CABLE AROUND SUMP PUMP BASIN d.rrrrrrr'r. i aT_:_: srifffre t. p. ABOVE BELOW HEAT TRACE QABLE 11•ff 1•f iffd sir.�.rfiii•• rww.rNA M& M& w •• • •r. a C •••••••••••,•111111 r, wr a n r •/.e.e.r.► r. *I r r •i • i i e • • • • •• .► • r'v •.i , II CUT, PATCH & MATCH EXISTING FLOOR, TYPICAL HEAT TRACE CONTROLLER II I I ►.'rvtC� Y_i?ia?iwa?iwrwazai?r,v i�17.:.� ia+'►►*i�iii++ii�1 :4 1i�y, 0i VA ►++i+•�•• :1,41:144 -;41riot ►.,+;Ei .�►►vltiri���r�..l.�.��p r.rr. wTi.v_v ... s..rcii1'+ve.larl ..44 .1.4v �*'•/�. wl wv ;461. :+i�G+i 4,401 + tie4 ++'iii%4i"�+4140 i'':�:�i�***13, ,,+•+4,+,1,�+• ®+++4404, 4�04*+** ,11k;i •►T ��� r*T��1�i T�• ! ��b�14+.v + • ! #r^►��*AI A Irl'r h 1, ,i *,ter+ .114 r�l�+ ►r r.�ti �f • '►T!♦l♦gA•hu.1.wwwih4uer an•mtow i►A:AwcuinLer.wli_— Ll�•iJ5 1 1 1 L RUN FUEL OIL PIPE EXPOSED AT FLOOR FROM TRENCH TO GENERATOR P.O.C. GENERATOR -- ROOM 108 CAP E APPROX 160 FT HEAT TRACING 5 W/FT, 1200 WATTS I -TING-' CW i i; PO Pp R• E: t' 2"PW HEAT TRALjE CABLE �I4II F1r j I. I 1 SEE 2/P6.0 FUEL TANK PIPING DIAGRAM PLUMBING ENLARGED 1ST FLOOR PLAN SCALE: 1/8' = 1'-0' PIM IMMO 1-1/2' FOS1VFOR J 1 0 PW ..r r r.r.ri a M IIIMM r.rirel r.r.r r.r reb.r r r.r.04ir.r.r r w44,rir rif 11.r0Per rir.ririr ri1.r.ri11111VIPir.r.r r r01rI riririll .rir t r PA SWITCH GEAR 155 PW V i - 118141144441 PROJECT: in try Te Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION ;Tri .. •. � "� McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: CHECKED BY: EVA TATOSOVA BILL DAGGETf JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED 1ST FLOOR PLAN SHEET NUMBER: P3. .. - _._.-3/4'NPCW FOR FUTURE 5 SP -01 SEE P6.0 HEAT TRACE CONTROLLER II I I ►.'rvtC� Y_i?ia?iwa?iwrwazai?r,v i�17.:.� ia+'►►*i�iii++ii�1 :4 1i�y, 0i VA ►++i+•�•• :1,41:144 -;41riot ►.,+;Ei .�►►vltiri���r�..l.�.��p r.rr. wTi.v_v ... s..rcii1'+ve.larl ..44 .1.4v �*'•/�. wl wv ;461. :+i�G+i 4,401 + tie4 ++'iii%4i"�+4140 i'':�:�i�***13, ,,+•+4,+,1,�+• ®+++4404, 4�04*+** ,11k;i •►T ��� r*T��1�i T�• ! ��b�14+.v + • ! #r^►��*AI A Irl'r h 1, ,i *,ter+ .114 r�l�+ ►r r.�ti �f • '►T!♦l♦gA•hu.1.wwwih4uer an•mtow i►A:AwcuinLer.wli_— Ll�•iJ5 1 1 1 L RUN FUEL OIL PIPE EXPOSED AT FLOOR FROM TRENCH TO GENERATOR P.O.C. GENERATOR -- ROOM 108 CAP E APPROX 160 FT HEAT TRACING 5 W/FT, 1200 WATTS I -TING-' CW i i; PO Pp R• E: t' 2"PW HEAT TRALjE CABLE �I4II F1r j I. I 1 SEE 2/P6.0 FUEL TANK PIPING DIAGRAM PLUMBING ENLARGED 1ST FLOOR PLAN SCALE: 1/8' = 1'-0' PIM IMMO 1-1/2' FOS1VFOR J 1 0 PW ..r r r.r.ri a M IIIMM r.rirel r.r.r r.r reb.r r r.r.04ir.r.r r w44,rir rif 11.r0Per rir.ririr ri1.r.ri11111VIPir.r.r r r01rI riririll .rir t r PA SWITCH GEAR 155 PW V i - 118141144441 PROJECT: in try Te Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION ;Tri .. •. � "� McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: CHECKED BY: EVA TATOSOVA BILL DAGGETf JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED 1ST FLOOR PLAN SHEET NUMBER: P3. .. - (e) A UP DN. 3/4"NPCW UP & DN 4 DATA CENTER 281 ohy- OFFICE 212 ELEC. CLOSET 2801 1"NPCW UP f 1 I DATA CENTER 260 OFFICE 2111 C% FE COMMAND CENTER I253I STORAGE BUILD ROOM 256 rd (2) 2"11 UP (FUTURE) (2) 2"VTR 1 "NPCW DN 4"W (FUTLRE) FD • I QFD fQ 4"W UP TO FUTURE FS 4"W UP TO FD, FD TO BE LOCATED AT LOW POINT IN FLOOR 4"W UP TO FD, FD TO BE LOCATED AT LOW POINT IN FLOOR --41 4"W.UP TO FS PLUMBING ENLARGED 2ND FLOOR PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' i��;fs'b y p' al1�I re 0 J 4"W UP TO FS W FD T. (E) (E) ) -� 4"W DN--\ (4) 2"V UP -0 -0 instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www,mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: EVA TATOSOVA CHECKED BY: BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED 2ND FLOOR PLAN SHEET NUMBER: P3. i/ -iv X t DN. ST ,IR #4( 3/4"NPCW 3/4"NPCW DN 5`` — n 7 7 (4) 2'V ON cC\--3'V UP TO VTR \�f 1 X II X J 2" NPCW ❑ AHU-52D2 — 7 1—AHU-52D1 l 3/4'NPCW FUTURE FS-1� ❑ • IED TO BE LOCATED I AT OW POINT i 1 j-1"NPCW DN I,..I AHU-52C1 O, 1--1/4" COIL /-- CONDENSATE DRAIN (TYP 4 PER SIDE) El 41110 \-1-1/4" DEC DRA1 1-1/4" OVERFLOW DRAIN 3/4" MAKEUP WA R TYP 1 PER SIDE 2" NPCW AHU-52B1 m PLUMBING ENLARGED 3RD FLOOR PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' SUPPLY DUCT --4 G ) 111 UP TO CHILLER PIPING CHILLED WATER MAKE—UP WATER ASSEMBLY (E) 7 AHU-52A2 (E) AHU-52A1 PF -1 L WOMEN'S ROOM 213 1 f MEN'S ROOM 212 1 1/4" COIL CONDENSATE DRAIN (TYP 4 PER SIDE) 1 1/4" DEC DRAIN 1-1/4" OVERFLOW DRAIN 3/4" MAKEUP +A TER TYP 1 PER SID 2"UP TO ROOF (4) 2"V ON 3"V UP TO VTR SECURITY EQUIP 331 LJ 0 O c. PROJECT: fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: EVA TATOSOVA CHECKED BY: BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED 3RD FLOOR PLAN SHEET NUMBER: P3 NON -SHRINK GROUT OVERSIZE CORE DRILL FLOOR --� SEALANT SLAB TO FIT DRAIN \ CLAMPING RING W/ SPACE Y FOR SEAL & GROUT INSULATE FIRST (5) FEET OF DRAIN PIPING CORE DRILL SLAB TO FIT DRAIN BODY 1 \_.SHEET METAL PAN W/ 2' TURNUP SEALED EDGES RAIN BODY R SINK (-Th FLOOR DRAIN DETAIL -} SCALE: NOT TO SCALE NORMAL FLOW EACH GENERATOR IS SERVED BY ITS DEDICATED DAY TANK. r—FOS rDT--1 c__FOR— NC I o GEN. 1 GEN. 2 EMERGENCY FLOW 11110.0 FOS—) r DT -2 EITHER DAY TANK CAN PROVIDE FUEL FOR EITHER (OR BOTH) GENERATOR(S). FAILURE OF DAY TANK 11 SHOWN. INTERCONNECTED DAY TANK PIPING DIAGRAM NOT TO SCALE CONNECT TO EXPANSION TANK PIPING ISOLATION VALVE (TYP) /ea Ole �t-- NO FILL STATION ON WALL OF ROOM EMERGENCY FILL SOLENOID VALVE NORMAL FILL SOLENOID VALVE TO FUEL OIL RETURN FLOW SWITCH 1 "FOS ItI N©Ib NC r0 NO NO BYPASS VALVE NC 1"BYPASS FUEL OIL SUPPLY LEAK DETECTOR FAST FILL UNE J SYSTEM FILL ASSEMBLY DIAGRAM - FOR REFERENCE ONLY SCALE: NOT TO SCALE DV" -- i DISCHARGE PIPE CONTROLLER MTD ON STRUT FRAME SECURED TO THE FLOOR FINISH FLOOR MOISTURE SENSING CABLE • COORDINATE W/ CONTROLS "Tr. SUBCONTRACTOR VENT PIPE WIRING TO CONTROL PANEL (BY ELEC. CONTRACTOR) GATE VALVE, TYP. CHECK VALVE, TYP. COATED STEEL COVER GROUT WATER TIGHT • • �•--���--�t� til-, SUMP IN PUMP DISCHARG SUMP PUMP 1"FOS 1 NO Q,, LD FUEL OIL OVERFLOW LEVEL CONTROLLER PRIMARY TANK EMERGENCY VENT NOTE: 1-1/2" NORMAL VENT CV FUEL OIL OVERFLOW PUMP (SEE NOTE) PRESSURE RELIEF VALVE SECONDARY TANK EMERGENCY VENT ASV ---GENERATOR FUEL SUPPLY ANiISIPHON VALVE �FIRE SAFETY VALVE i i ---c FOS FUEL PURIFIER (TYP) i---FOR--I I FOR LG LEVEL GAUGE i GEN. SET i ONE RETURN PUMP PER DAYTANK. SEE SCHEDULE, SHEET P7.0 (FOP 5202-A & FOP 5202-B) RUPTURE BASIN DIP TUBE (TYP) DOUBLE POPPET FOOT VALVE (TYP) DAY TANK PIPING DIAGRAM (TYP. EACH GEN. SET) NOT TO SCALE • ,4110H -W R ALARM LEVEL PUMP O(STAND BY) 6" PUMP 0 POLY BASIN 0 10' 11 1 I- H 11-111-111- NOTES: MINIMUM 4" COMPACTED SUB -BASE, SEE MANUF. REQIUREMENTS. C) MINIMUM 4" BACKFILL MATERIAL SEE MANUF. REQIUREMENTS. O PUMP CYCLE DEPTH VARIES. O BASIN DEPTH 48" X 36" DIAMETER. PUMP OFF DUPLEX SUBMERSIBLE SUMP PUMPS DETAIL - FOR REFERENCE ONLY SCALE: NOT TO SCALE DAY TANK WILL INCLUDE: FOR INTERCONNECTED DAY TANK PIPING ARRANGEMENTS, SEE FUEL OIL SYSTEM OPERATION NOTES: • LEAK DETECTION SENSOR FOR CONTAINMENT • FLOAT SWITCH - TWO 4 -LEVEL FLOAT SWITCH WITH BRASS STEM AND LOCKING RINGS. • LOW LEVEL - 45% FULL • SUPPLY PUMP ON - 50% FULL • SUPPLY PUMP OFF - 85% FULL • HIGH LEVEL ALARM / RETURN PUMP ON - 95% FULL • FUEL LEVEL GUAGE - FRACTIONAL LEVEL INDICATION. • CONTROL PANEL (SHIPPED LOOSE; PROVIDED BY TANK MFR) SYSTEM REQUIREMENTS: 208 / 1 PH, 60 HZ. AS FUEL IS CONSUMED FROM THE DAY TANK, THE "SUPPLY. PUMP ON" FLOAT WILL MAKE ON DROP, AUTOMATICALLY ENGAGING A SUPPLY PUMP. THE SUPPLY PUMP WILL REMAIN ENGAGED, FILING THE DAY TANK UNTIL THE "PUMPS OFF" FLOAT BRAKES ON RISE. SUPPLY PUMPS WILL AUTOMATICALLY ALTERNATE EACH TIME THE TANK CALLS FOR FUEL IF THE PRIMARY SUPPLY PUMP FAILS TO START ON A CALL FOR FUEL, THE LAG PUMP WILL COME ON AND THE SYSTEM WILL DISPLAY A "SUPPLY PUMP FAILURE' ALARM C0NDm0N. IF THE FUEL SHOULD EVER REACH A LOW CONDITION, THE LOW LEVEL FLOAT SWITCH WILL MAKE ON DROP. THE SYSTEM WILL DISPLAY A "LOW LEVEL" ALARM CONDTION AND SOUND THE PANEL MOUNTED ALARM BUZZER. IF THE FUEL SHOULD EVER EMPTY INTO A "FULL" TANK BEYOND THE PUMP OFF FLOAT, THE HIGH LEVEL FLOAT SWITCH WILL MAKE ON RISE. THE SYSTEM WILL DISPLAY A "HIGH LEVEL" ALARM CONDITION, SOUND THE PANEL MOUNTED ALARM BUZZER AND THE RETURN PUMP WILL ENGAGE. THE RETURN PUMP WILL REMAIN ENGAGED UNTIL THE "PUMP OFF" FLOAT MAKES ON DROP. IF LEAK DETECTOR SENSOR SWITCH MAKES, THE SYSTEM WILL DISPLAY A "DAYTANK BASIN LEAK DETECTED" ALARM CONDITION AND SOUND THE PANEL MOUNTED ALARM BUZZER. THE SUPPLY PUMPS WILL BE LOCKED OUT IF THE SYSTEM RECEIVES A LEAK DETECTED, OR A HIGH LEVEL OR LOW LEVEL SIGNAL UNTIL THE ALARM IS CLEARED AND THE SYSTEM IS RESET. inS ry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: EVA TATOSOVA CHECKED BY: BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING DIAGRAMS AND DETAILS SHEET NUMBER: DAY TANK SCHEDULE TAG DT -52-1 (EXISTING) DT -52-2 (EXISTING) DT -52-3 DT -52-4 QUANTITY 1 1 1 1 BASIS OF DESIGN ACE TANK ACE TANK ACE TANK ACE TANK MODEL NUMBER AC00280U2R1 AC00280U2R2 AC00280U2R2 AC00280U2R2 SERVICE FUEL OIL FUEL OIL FUEL OIL FUEL OIL LOCATION GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM CAPACITY 280 GALLONS 280 GALLONS 280 GALLONS 280 GALLONS WEIGHT (EMPTY) 625 LBS 625 LBS 625 LBS 625 LBS FUEL OIL PUMP SCHEDULE TAG # FOP -52-A1, FOP -52-B1 (EXISTING) FOP -52-C1, FOP -52--D1 QUANTITY 2 2 BASIS OF DESIGN RED JACKET RED JACKET MODEL NUMBER P75S1 P75S1 SERViCE FUEL OIL FUEL OIL LOCATION MAIN FUEL OIL TANK MAIN FUEL OIL TANK FLOW 40 GPM 40 GPM FT. TOTAL HEAD 60 60 MAX FLUID PRESSURE PSIG YES (NOT UPS) E -POWER GPM % GLYCOL IN FLUID NONE NONE MOTOR HP 3/4 3/4 MOTOR BRAKE HP NA NA MOTOR TYPE NA NA VOLTAGE/PHASE 208/230 1PH 208/230 1PH MOTOR EFFICIENCY PER WSEC PER WSEC VFD NO NO STARTER, DISCONNECT BY ELEC BY ELEC NOTE: MAIN FUEL OIL TANK PUMPS ARE EXISTING IN BUILDING STORES; DAYTANK PUMPS ARE NEW. SUMP. PUMP (FOR REFERENCE ONLY) TAG if SP -52-1 (EXISTING) LOCATION UPS ROOM MANUFACTURER WEIL MODEL 1413 STYLE DUPLEX ALTERNATING - SUMP SERVICE SANITARY SUMP GPM 25 GPM HEAD PRESSURE (FT. HD) 30 FT HD DISCHARGE 2" MOTOR HP 1 HP RPM 1,750 RPM VOLTAGE / PHASE 460V / 3 PH GENERATOR POWER YES (NOT UPS) E -POWER GPM 175 GPM E -POWER BHP 15 HP STARTER BY MFR DISCONNECT BY MFR MOTOR EFFICIENCY PER SEC CONTROL MOISTURE SENSOR & TEMP LIMITER SUMP COVER COATED STEEL WEIGHT 85 LBS PLUMBING FIXTURE SCHEDULE ITEM MODEL CONNECTION CW HW W V RWL ORL FD -i FLOOR DRAIN MECHANICAL ROOM FIXTURE: TRAP PRIMER: ZURN-ZN-415-(SIZE PER PLAN) NL -7I, TYPE T STRAINSER WITH RAISED LID AS REQUIRED BY CODE 1/2** - SEE PLAN 2 - - RPBP-52-1 REDUCED PRESSURE BACKFLOW PREVENTOR FIXTURE: WILKENS 1" MODEL NO. 375 SERIES SEE PLAN MINIMUM TEST PRESSURE MAXIMUM TEST PRESSURE — MINIMUM DURATION(PSIG)FACTOR FOV FUEL OIL VENT PI2V-1 PRESSURE REDUCING VALVE AT CHILLED WATER FILL ASSBLY THE ABOVE DATA SHALL NOT BE USED FOR ELECTRICAL,STRUCTURAL OR ARCHITECTURAL COORDINATION. USE ONLY APPROVED MANUFACTURER'S SUBMITTAL DATA ONLY. * MINIMUM AS INDICATED ** TRAP PRIMER ONLY HVAC PIPING SPECIFICATIONS PIPING SYSTEM SERVICE DESCRIPTION LOCATION / AREA DESIGNCONNECTION PRESSURE (PSIG) SIZE MATERIAL TYPE & FITTINGS FLANGES, UNIONS & CPLGS FLEX CONNECTIONS EXPANSION JOINTS ISOLATION VALVE TYPE ISOLATION VALVE ACTUAL MFR & MODEL CHECK VALVE ACTUAL MFR & MODEL BAIANCE VALVE MFR &MODEL STRAINERS ACTUAL MODEL PRESSURE GAUGES ACTUAL MODEL TEMPERATURE GAUGES ACTUAL MODEL TEST PROCEDURE NOTE: ISOLATE ALL EQUIPMENT PRIOR TO TESTING TEST PRESSURE [3] INSULATION CATEGORY SEISMIC BRACING IMPORTANCE REMARKS SERVICE ID MEDIA MINIMUM TEST PRESSURE MAXIMUM TEST PRESSURE — MINIMUM DURATION(PSIG)FACTOR FOV FUEL OIL VENT ALL 25 2" AND SMALLER. CARBON STEEL PIPE A53B ERW STANDARD WEIGHT SOCKETWELD WHERE CONCEALED OR INACCESSIBLE, THREADED ELSEWHERE M.I. UNION Anvil Fig. 463 Class 150 300 psi WOG INCLUDED IN FUEL PACKAGE SUBMITTAL COIL CONDENSATE ALL 0.23-0.27 75 FIBERGLASS 0.5 0.5 0.5 WATER OR AIR WATER: 150% OF MAX.OPER. PRESSURE AIR: 110% OF MAX. OPER. PRESSURE, NOT LESS THAN 5 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 10 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS 1.5 2-1/2" AND LARGER BUTIWELD 1501 WELD NECK FLANGE FOS L. R FUEL OIL SUPPLY & RETURN ALL 125 2" AND SMALLER PVDF DOUBLE WALL PIPE SOCKEIWELD WHERE CONCEALED OR INACCESSIBLE, THREADED ELSEWHERE M.I. UNION Anvil Fig. 463 Class 150 300 psi WOG INCLUDED IN FUEL PACKAGE SUBMITTAL . WATER OR AIR WATER: 150% OF MAX.OPER. PRESSURE AIR: 11416 OF MAX. OPER. PRESSURE, NOT LESS THAN 5 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 10 MINUTES, LOWER TO DESIGN PRESSURE FOR. 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS 1.5 2-1/2" AND LARGER BUTIWELD 150# WELD NECK FLANGE GEX GENERATOR EXHAUST ALL 150 ALL CARBON STEEL PIPE A53B ERW STANDARD WEIGHT BUTTWELD 150# WELD NECK FLANGE PROVIDED BY OTHERS UNISOURCE SERIES CF N/A N/A N/A N/A GENERATOR EXHAUST TO 1100 1.5 PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM TEMP RANGE THERMAL COND. MEAN RAT. TEMP. INSULATION MATERIAL INSULATION THICKNESS BY PIPE SIZE 1 INSUL. I HANGERS RUNOUTS TO 2" (2) 1" AND LESS 1 1/4" TO 2' 2 1/2" TO 4" 5" TO 6' OVER 6" NON -POTABLE COLD ALL 0.23-0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 I NOTES 4, 5 CHILLED WATER 40-55 0.23-0.27 75 FIBERGLASS 0.5 0.5 0.75 1.0 1.0 1.0 NOTES 4, 5 COIL CONDENSATE ALL 0.23-0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 4, 5 NOTES 1 HOT AND COLD -PIPES LARGER THAN 2": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON All EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. PROJECT: instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: EVA TATOSOVA CHECKED BY: BILL DAGGETT JOB NUMBER: 35922 DATE: 03/26/10 SCALE: AS SHOWN SHEET TITLE: PLUMBING SCHEDULES SHEET NUMBER: P7.