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HomeMy WebLinkAbout2251 FARADAY AVE; ; CB090919; Permit\ City of Carlsbad 08-26-2009 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090919 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2251 FARADAY AV CBAD Tl 2120610400 Sub Type: Lot#: INDUST 0 · $1,564,.351.00 Construction Type: 58 Reference #: ABBOT: 45,515 SF Tl//20,260 SF OFF//8015SF WHSE//17,239SF LAB,MANF. Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 06/08/2009 JMA 08/26/2009 08/26/2009 TREY POST 445W.ASH ST SAN DIEGO CARLSBAD RESEARCH CENTER L L C CA 92101 619-685-3990 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Pee Meter Size Add'! Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $4,803.94 $0.00 $3,122.56 $0.00 $0.00 $328.51 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 515 S FIGUEROA FL#16 LOS ANGELES CA 90071 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOl:AL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $7,711.72 $7,118.52 $0.00 $0.00 $13,063.44 $12,058.56 $790.00 $1,510.00 $259.50 $0.00 $21,378.00 $0.00 $0.00 ?? $72,204.75 Total Fees: $72,204.75 Total Payments To Date: $0.00 Inspector:~ FINAL APP OVAL Date· 4"/t51o//t? . , Clearance: _____ _ NOTICE: Please take .NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. I ,;z.l 3g, tf cl-.~'\ e.. . J- Cit" of Carlsbad · · · 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application JOB ADDRESS 2-'2. is, CT/PROJECT # LOT# PHASE# DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) T 1::-tJci-.N't \ M ?~ Me;"""' $PA--06S CONTACT NAME (If Different Fom Applicant) ADDRESS CITY STATE PHONE FAX EMAIL PROPERTY OWNER NAME Date SUITE#/SPACE#/UNIT# # BATHROOMS TENANT BUSINESS NAME <ts; s-1~- SCR. ff 1:b l tJC.ll-voe ~v~~ 'lA-<2-i::> 80/bSF /4)t:?re-~ GARAGE (SF) PATIOS (SF) FIREPLACE YESO. APPLICANT NAME -rtZe'i ADDRESS 4-4-'5 w. ZIP PHONE ~I -&,$~ -Ylie> EMAIL c, fl +-post c. o. CONTRACTOR BUS. NAME 17 Z3?9 AIR CONDITIONING NoD YESONoO STATE ZIP C,/lr, q.2,..[01 "t"£ I\ Ccr-J·-rr.zl'J",,,..,,rvG-I N'G. ADDRESS CITY STATE ZIP CITY STATE ZIP OGG. GROUP FIRE SPRINKLERS YESONoO c-A-'t.2. ~:2-f PHONE FAX EMAIL Tf;A.C l . Ce>YV\ STATE LIC. # STATE LIC.# CLASS CITY BUS. UC.# ARCH/DESIGNER NAME ~DDRESS ~+-il et~ l? L 2-'2-t 2--15" 5' (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to /Jle a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). -'· '. ·' ·, '' ,_ . ' : -----.. .. Workers' Compensatlo_n Declaration: I hereby affirm under penalty of perjury one of the following declarations: ij' have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co ~::rP<--00: Co Mee ,J ,w orv uJS. F'V/1110 Polley No. j, l q -(7~00 .,_ '2,.., Expiration Date C, l l O l / l 0 This section need not be completed if the permit is for one hundred dollars {$100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of Calffomia. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensatio~ages as provided for in SAf the Labor code, Interest and attorney's fees. ~ CONTRACTOR SIGNATURE<:...._ / #. •r-_ DATE e>'1 { '9~ [oq : r :/ ' ''t.....-/ I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes ONo 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the ma1or work (include name I address I phone/ contractors' license number): 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work)· ~ PROPERTY OWNER SIGNATURE DATE r; i . . .. Is the applicant or future building occupant required to submit a business0 , acutely hazardous materials registration fonm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ~Yes No Is the applicant or future building occupant required to obtain a p rm1t from the air pollution control district or a~ry management district? 0Yes ~o Is the facility to be constructed within 1,000 feet of the outer boundaiy of a school site? 0Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED U S THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ( I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certifythatl have read the application and state that the above infonmation is correct and that the infonmation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penmit is required tor excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every penmit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and vrnd if the building or work authorized by such permit is not commenced within 180 days from the date of such penm1t orif the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4.4 Uniform Building Code). _2S APPLICANT'S SIGNATURE tvJ~ 9. [t~ " 8~/08/tn . DATE l lnspe,ction List Permit#: CB090919 Type: Tl INDUST Date Inspection Item Inspector Act 03/29/2010 89 Final Combo 03/29/2010 89 Final Combo 0q/02/2010 89 Final Combo TP AP TP 02/24/2010 89 Final Combo TP 02/23/2010 49 Final Mechanical TP 02/22/2010 44 Rough/Ducts/Dampers TP 02/19/2010 15 Roof/Reroof TP 02/19/2010 44 Rough/Ducts/Dampers TP 02/10/2010 14 Frame/Steel/Bolting/Weldin TP 02/10/2010 24 Rough/Topout TP 02/10/2010 34 Rough Electric TP 02/10/2010 44 Rough/Ducts/Dampers TP 02/09/2010 14 Frame/Steel/Bolting/Weldin TP 02/09/2010 24 Rough/Topout TP 02/09/2010 34 Rough Electric TP 02/09/201 0 44 Rough/Ducts/Dampers TP 02/01/2010 84 Rough Combo TP 01/26/2010 84 Rough Combo TP 01/20/2010 14 Frame/Steel/Bolting/Weldin TP 01/20/2010 24 Rough/Topout TP 01/20/2010 34 Rough Electric TP 01/20/2010 34 Rough Electric TP 01/20/2010 44 Rough/Ducts/Dampers TP 01/14/2010 14 Frame/Steel/Bolting/Weldin TP 01/12/2010 14 Frame/Steel/Bolting/Weltjin TP 01/12/2010 24 Rough/Topout TP 01/12/2010 34 Rough Ele<;tric TP 01/12/2010 44 Rough/Ducts/Dampers TP 01 /11/2010 14 Frame/Steel/Bolting/Weldin TP 01/11/2010 24 Rough/Topout TP 01 /11/2010 34 Rough Electric TP 01/11/2010 44 Rough/Ducts/Dampers TP · 01/07/2010 34 Rough Electric TP 01/06/2010 34 Rough Electric TP 01/05/2010 14 Frame/Steel/Bolting/Weldin TP 01/05/2010 24 Rough/Topout TP 01/05/201 O 34 Rough Electric TP 01/05/2010 44 Rough/Ducts/Dampers TP 12/07/2009 14 Frame/Steel/Bolting/Weldin TP 12/07/2009 24 Rough/Topout TP 12/07/2009 34 Rough Electric TP 12/07/2009 44 Rough/Ducts/Dampers TP 12/03/2009 14 Frame/Steel/Bolting/Weldin TP 11/30/2009 14 Frame/Steel/Bolting/Weldin TP Tuesday, March 30, 2010 RI NR co PA PA WC PA PA we WC PA PA WC WC WC AP AP PA PA AP PA PA PA AP AP AP AP PA WC PA PA AP PA AP AP AP AP AP AP AP AP PA Pl ABBOT: 45,515 SF Tl//20,260 SF OFF//8015SF WHSE//17,239SF LAB,MANF. Comments EQL)PTYARD RTU S EXHAUST PART WALK THRU COMPUTER ROOM T-CLNG COM RM T-CLNG CORR. T-CLNG CORR. LPS SYSTEM, GEN. CLNG LITES CORR DUCTS CORR TCEIL E-H, 3-6 LN T-CLNG E -H 3 TO 6 LN. CLNG LITE$ E-H 3 TO 6 LN. DUCTS E -H 3 TO 6 LN T-CLN(3 E TOH, 1-~ LN. CLNG LITES E TOH, 1-3 LN. DUCTS, E TOH, 1-3 LN. MSA. DBP, SUB PNLS, XFMRS DSB & SUB PNLS, XFMR ELECT RM 1007 T-Cl,.NG C.5 TOE LN. CLNG LITES C.5 TO E LN DUCTS, EXHST C.5 TO E. LN. T-CLNG GRID A-C.~ LN. CLNG LITES A-C.5 LN. DUCTS, LAV A-C.5 LN. FRONT OFFICES T-<;:EIL T-CLNG Page 1 of 3 11/25/2009 84 Rough Combo TP co OFFICES 11/24/2009 84 Rough Combo TP co START CLNL INSP 11/23/2009 84 Rough Combo TP Pl CLNG WALK -HRU / CONF 11/12/2009 11 Ftg/Foundation/Piers TP AP S.O.G. @ MECH ENCL AND TSH ENCL 11/12/2009 12 Steel/Bond Beam TP AP 11/12/2009 34 Rough Electric TP AP SUB PANEL BANK@ REF CORR 11/10/2009 11 Ftg/Foundation/Piers TP WC 11/10/2009 12 Steel/Bond Beam TP AP MECH. ENCL. EQUPT. HOUSE KEEPING PADS 11/05/2009 14 Frame/Steel/Bolting/Weldin TP we 11/05/2009 24 Rough/Topout TP we 11/05/2009 34 Rough Electric TP PA MSB, PULL SECT. CONF. 11/05/2009 44 Rough/Ducts/Dampers TP WC 11/02/2009 17 Interior Lath/Drywall TP PA 11/02/2009 61 Footing TP AP TSH ENCL CMU WALL 11/02/2009 66 Grout TP AP MECH ENCL T/O LIFT., TSH ENCL CMU WALL 1 Q/30/2009 61 Footing TP AP TSH ENCL WALLS 10/30/2009 66 Grout TP NR 10/28/2009 11 Ftg/Foundation/Piers TP WC 10/28/2Q09 66 Grout TP PA MECH. ENCL. CMU 1 ST LIFT 10/26/2009 14 Frame/Steel/Bolting/Weldin TP AP SKIP RM WALLS 10/26/2009 34 Rough Electric TP AP 11111111111111 10/22/2009 61 Footing TP AP CMU MECH. ENCL. 10/21/2009 17 Interior Lath/Drywall TP AP RESTRM & VAR. LOG. 10/16/2009 34 Rough Electric TP AP TPP RELEASED 10/14/2009 14 Frame/Steel/Bolting/Weldin TP AP ELECT RM. 10/14/2009 17 Interior Lath/Drywall TP PA 10/14/2009 34 Rough Electric TP AP 10/08/2009 11 Ftg/Foundation/Piers TP AP SLAB PREP @ RM. 1131 10/08/2009 14 Frame/Steel/Bolting/Weldin TP AP HARD CLNG. SKIFF R. 10/08/2009 21 Underground/Under Floor TP AP MECH YARD F.S., F.D. 10/08/2009 44 Rough/Ducts/Dampers TP AP HARD CLNG SKIFF RM. 10/02/2009 14 Frame/Steel/Bolting/Weldin TP AP WALLS OFFICES 1026A, 1030, 1031 10/02/2009 31 Underground/Conduit-Wirin TP AP UFER GRN. 10/02/2009 34 Rough Electric TP AP 10/01/2009 23 Gas/Test/Repairs TP AP INTERIOR LINE 10/01/2009 24 Rough/Topout TP AP CONDINSATE WASTE LINE UP RM 1161 09/24/2009 14 Frame/Steel/Bolting/Weldin TP AP WALLS RMS 1113-1120 09/24/2009 34 Rough Electric TP AP 09/17/2009 12 Steel/Bond Beam TP AP MECH UNITS HOUSE KEEPING PADS 09/17/2009 21 Underground/Under Floor TP AP EXT. SAMPLE PORT FOR IND. WASTE 09/17/2009 22 Sewer/Water Service TP AP SEWER CONNECTION 09/15/2009 14 Frame/Steel/Bolting/Weldin TP AP WALLS E-H LN. 09/15/2009 1 _7 . Interior Lath/Drywall TP AP WALLS A -E LN. 09/15/2009 24 Rough/Topout TP AP 09/15/2009 34 Rough Electric TP AP 09/14/2009 14 Frame/Steel/Bolting/Weldin TP PA 09/14/2009 24 Rough/Topout TP PA 09/14/2009 34 Rough Electric TP PA 09/14/2009 44 Rough/Ducts/Dampers TP WC 09/09/2009 17 Interior Lath/Drywall TP NR Tuesday, March 30, 2010 Page 2 of 3 09/04/2009 44 Rough/Ducts/Dampers TP PA DUCT PRE-WRAP 09/03/2009 14 Frame/Steel/Bolting/Weldin TP PA FULL HT. WALL @ RM 1130 09/03/2009 24 Rough/Topout TP NR 09/03/2009 34 Rough Electric TP PA FULL HT. WALL@ RM 1130 09/03/2009 44 Rough/Ducts/Dampers TP WC 09/02/2009 44 Rough/Ducts/Dampers TP PA DUCT PRE-WRAP A TO C.5 LN 09/01/2009 14 Frame/Steel/Bolting/Weldin TP co 09/01/2009 24 Rough/Topout TP AP IND & SANI WASTE 09/01/2009 34 Rough Electric TP WC 09/01/2009 44 Rough/Ducts/Dampers ·TP WC 08/31/2009 14 Frame/Steel/Bolting/Weldin TP PA WALLS A TO C.S. LN. 08/31/2009 21 Underground/Under Floor TP NR 08/31/2009 34 Rough Electric TP PA WALLS A TO C.S. LN. 08/27/2009 15 Roof/Reroof TP PA ROOF REINF @ RTUs Tuesday, March 30, 2010 Page 3 of 3 City of Carlsbad Bldg Inspection Request For: 03/29/2010 Permit# CB090919 Title: ABBOT: 45,515 SF Tl//20,260 SF Description: OFF//8015SF WHSE//17,239SF LAB,MANF. Type:TI Job Address: Sub Type: INDUST Suite: Location: 2251 FARADAY AV Lot: APPLICANT TREY POST 0 Owner: CARLSBAD RESEARCH CENTER L L C Remarks: Total Time: CD Description Act Comments Inspector Assignment: TP Phone: 8585832864 Inspector: ./2-- Requested By: CHUCK Entered By: JANEAN 19 Final Structural d__ _______ _ 29 Final Plumbing 39 Final Electrical +=--- 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# CV030901 CLOSED Z-RETAIL SALE IN P-M ZONE; HAND HELD SIGNS CV060177 CLOSED Z-MONUMENT SIGN W/0 PERMIT; Inspection History Date Description 03/02/2010 89 Final Combo 02/24/2010 89 Final Combo 02/23/2010 49 Final Mechanical 02/22/2010 44 Rough/Ducts/Dampers 02/19/2010 15 Roof/Reroof 02/19/2010 44 Rough/Ducts/Dampers 02/10/2010 14 Frame/Steel/Bolting/Welding 02/10/2010 24 Rough/Topout 02/10/2010 34 Rough Electric 02/10/2010 44 Rough/Ducts/Dampers 02/09/2010 J 4 Frame/Steel/Bolting/Welding 02/09/2010 24 Rough/Topout Act NR co PA PA WC PA PA WC WC PA PA WC lnsp TP TP TP TP TP TP TP TP TP TP TP TP Comments EQUPTYARD RTU S EXHAUST PART WALK THRU COMPUTER ROOM Citv of Carlsbad · Final Building Inspection __.;.---1 Dept: Building Engineering Planning CMWD St Lite~~ Plan Check #: Permit#: Project Name; CB090919 ABBOT: 45,515 SF Tl//20,260 SF OFF//8015SF WHSE//17,239SF LAB,MANF. Address: 2251 FARADAY AV Contact Person: CHUCK Phone: 8585832864 Sewer Dist: CA Water Dist: CA Date: Permit Type: Tl Sub Type: INDUST Lot: 0 .......................................................................................................................................................... Inspected ~If Date . f / / Disapproved: __ By: Inspected: 1if UJrf U Approved: Inspected Date By: Inspected: Approved: Disapproved: __ . Inspected Date By: Inspected: Approved: Disapproved: __ ............................................................................................................................................................ Comments: ______________________________ _ \ ~ SOIL & TESTING, INC. z ' San Diego Office Indio Office = 0 P i,i ONE P.o: Box ,600627 \ PHONE· 83-740 Citrus Avenue ... :; <t V z ,= ,., ;i;: t-:;i 0 "' DATE: February 26, 20_10 Mr. Brian Buckhout DBC Construction 9535 Waples Street, Suite .200 San Diego, California 92121 (619) 280-4321 T,O LL FREE - (877) 215-4;321 FAX · (619) 280-47,17 San Dieg·o, CA 92160-0627 6280 River~ale Str~t San Diego, CA _92120 www.scst.com (760) 775-5983 TO L·L FREE (877) 215-4321 ·FAX (?60) 775-8362 Suite G Indio, CA 92201-3438 www.scst.com SCS&T Job No.: 0912143 Report No.: _1 __ Special Inspection Agency/ Construction Materials Testing Laboratory Final Report _ SUBJECT: SATISFACTORY COMP,LETION OF WORK REQUl~ING: (PLEASE CHECK AS APPLICABLE) 181 SPECIAL ,INSPECTION -181 CONSTRUCTION MATERIALS TESTING APPROVAL.NO.: CB090919 PROJECT NO.: N/A PROJ~CT, NAME: Abbott Pharmaceutical PtfASE: N/A ' I PROJECT ADDRESS: 2251 Faraday Avenue Carlsbad, California / ' / . 181 The special inspection services were provided. by: SPECIAL IN.SPECTION AGENCY: Southern California Soil and Testing. Inc. ADDRESS: 6280 Riverdale Street, San Diego, California 92120 SPECIAL INSPECTOR'S NAME: (TYPE OR PRINT) =S=ee=--=-isp""'e'""c=ia,.,_I ""in=sp""'i'""c=tio;;,.,n.,_l''""e""p=ort...,s"--· _______________ _ ( each special inspector is required to complete and submit this Final Report form) SPECIAL IN~PECTOR'S CERTIFICATION NUMBER: see inspection reports EXPIRATION DATE: see inspection reports 181 The construction materials testing were performed by: TESTING LABORATORY: Southern Caiifornia Soil and Testing, Inc; ',. ADDRESS: 6280 Riverdale Street, San Diego, California 92120 RESPONSIBLE MANAGING CIVIL ENGINEER OF THE TESTING LABORATORY: (MR.IMS.) Mr. Garrett 8. Fountain . . \ . . STATE OF CALIFORNIA REGISTRATION NUMBER: G.E.02752 EXPIRATION DATE: 09/30/10 =-=='-'-=------ COMMENTS: Special inspection and/or material testing of placement of reinforcing steel. ~einforced masonry, field welding. drilied · epoxy grouted ancho~s and torque testing were performed at. the abo~e, referenced project as detailed in special inspection reports dated September 16, 2009 through December 18, 2009. -' . . -·I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection and/or material sampling and testing fort.he structure constructed under the subject permit is in conformance with the c!PProved plans and construction docu- ments, the approved inspection and t · ogram and the applicable workmanship provisions'ofthe California Building Code as amended by The Cio/ ()f San Die ~~oFEss,04' · ~'v B '4( Executed on this'----~~'<}:=:-~~,:.>'~Y of Po ~ , Februa ONTH 2010 ,I , I Yl;AR I • cc: ( 1) Addressee · ( 1 ) City of Carlsbad SOUTHERN CALIFORNIA SOIL & TESTING., INC. 6280 RlVERDALE STREET, SAN DIEGO, CA92120 • Phone(6l9} 280-4321 Fax (619)280--1-717 83-740 CITLtt.:S AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) ?7S-5983 Fa~ {760) 775-&362 LEA# 047 SCS&T FILE NO.: 09 ,I.)) /'7"'..J: C PL NC FIX P.O. NO.~· ---------,,--- Ol' I PAGE I Fll:10 INSPECDON REPORT FOe: 0 REN~CED CONCRETE lZf llEl111~:'.:3) MASONRY O WELDING O FIREffiOOfl:-lG O <;:. C. CONCRElE O "-CO=JNG I \1/Al:RP,OOFl'IG 0 P.r. COI\CREtE / SlR!:SS O EPOXY ANCHOllS O H.S. BOLll'lG 0 CSIVOSH?D F LE NO.: .c.RCH.lECr: GENERAL :::ONTRAC!Oll: LOCATO~ CF"WORK INSPEClE0: MAIER'AL CWSIFICATON: /IS@ "lllNINAME CBCilCC I hereby certify :hat I have inspected lhe above re::iorect wo·lc. Unless noted otherwise the work Inspected Is to f'le best of my knowlecge In compliance Wi1h Ire oi;:provec ploos, spsciflcollons and applicable sections~ the govElF.lh;:; ou"lcfrig !aws. lnspectorlrlllas ,J • C ~~.,,J C, ~ DSNOSHPD I hereby cerlif)' ihat I hcve Inspected Me otove repo;led work In ~ccrcorce wllh 1he requirements of DSA/OSHPD opproved documenls. So'Tlp;ing and testing wa·e ccnduc1ed In occordarca with the requfrements oi 1he DSNOSHPD approved dccumenls. The wok Jnspec!ed comples with the DS.A/OSHPD ooprovcd documents. Ves: __ No: __ Inspector lnttlols:. DSAAPP. l\'O.: i~V SCS&T 2CS r.r,2;0~ C SOIL a TElrtN4, INC.,, i -;r lcil SOUTHERN CALIFORNIA SOIL & TESTING, INC. '.:).{. 7 3 7/ 6280 RlVERDALE STREET, SAN' DIEGO, CA92120 • Phone (619) 280-4321 Fax (619)280-4717 83-740ClTRUSAVENl:n, SUITE G, INDIO, CA92201 • Phone (i60) i75-5983 Fmc (760)775-8362 . LEA# 047 .. SCs&T FILE NO.: c)9/ 2/ 'Y f P.O. NO.,,_· ________ _ C PL NC FIX PAGE / OF I FElO INSPECllON REPORI FOR: D REINFORCED CONCRElE .l!!'!!tREINFORCED MASON.,I' D WELDt.JG O FlllEPOOOfl}.G D Q. C. cm~cr.ErE D ROOAMG ! WATERPllOOFlfl.G 0~ CONCllETE /STRESS O EPOJIYA.\JCHOflS O H.S. BO!Jii'!G O ___________________________ _ PHA.."Eil': DSNOSHPO F Le \JO.: PROJECT AClll:SS 22..S/ -'/1-/(,'fi}/I AllCHlECi: ENGINEER: GE'IERAl CONmACiOR: ,-_ I, -S./1-. DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: hA-('.) Do PRINT NAME CBC/ICC I nereby certlty thot I ho11e ospectecl t,e obove reported work. Unless noted o1hal\l.ise the wo1k Inspected Is to 1he bert O' mv knowle::t,:ie In compllcnca wllh the opprove:i p,ans, speclflc~ons and oppli::able secl!ons o11he goveming buildi'liJ lcws. lnspeclorlrlllals ~ C.... ..,J0 ~Al C.,.,, /(J(., DSA/OSllPD I helebv certlly tha1 I 'love Inspected the abOve reported VIOl'k In cccord::rl::e Wi'h the reqlirar-.erts of DSA/OSHPD appra,,;ed doct.ments. SOmr:;llng m::I testing were condL-cted In occordonce wtth lhe requrer1ents of the DSNOSl-f'D approved documer.ts. The wo1< Inspected complies wi1h 1he DSNOSHPD approved docu-rents. Yes: __ No: __ rnspecb lnlttals: g·d OSA A.PP. NO.; G ..s..s:Z llME DEPARTED: ..:2.DDo. REGl51RAT!CN 1(0. //q./4.,, D3/ • • SOIL A TESTIN&, INC. Ql ~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 9172 7 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA # 04 7 SCS&T FILE NO.: <29/Z/4-3 P.O. NO.,_· _________ _ C PL NC FIX PAGE / OF / FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE [l(l' REINFORCED MASONRY 0 WELDING O FIREPROOFING O Q, C. CONCRETE O ROOFING/ WATERPROOFING 0 P.T. CONCRETE/STRESS O EPOXY ANCHORS O H.S. BOLTING O ---------------------------------- PHASE#: DSNOSHPD FILE NO,: ~~ CBC/ICC I hereby certify that I have Inspected the above reported work. Unless noted otherwise the work Inspected Is to the best of my knowledge in compliance with the approved plans, specifications 39d applicable sections of the governing building Jaws. Inspector Initials Z ~ _ DSA/OSHPD I hereby certify that I have Inspected the above reported work In accordance with the requirements of DSA/OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA/OSHPD approved documents, The work Inspected compiles with the DSA/OSHPD approved documents, *signature authorizes the above work DSAAPP. NO,: PLAN FILE NO,: TIME DEPARTED: r:,, ,4-f }00 -i . REGISTRATION NO, DATE SCS&T 205 REV 2/09 • • ~ SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 94222 :::; -C ' u l~,,,t;-i: z .. .. ' = -~--~ :, 0 .. 6280RIVERDALESTREET, SAN DIEGO, CA92120 • Phone(619)280-4321 Fax(619)280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA# 047 SCS&T FILE NO.: 0 '1 / ~ J 4 's P.O. NO.,_· _________ _ C PL NC FIX PAGE OF L FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE .XREINFORCED MASONRY O WELDING O FIREPROOFING O Q. C. CONCRETE O ROOFING/ WATERPROOFING 0 P.T. CONCRETE/ STRESS O EPOXY ANCHORS O H.S, BOLTING [J ------------------------------- DSA/OSHPD FILE NO.: PERMITNO.:~ B09C) C'£ I ENGINEER: Cf, ss \ SUB CONTRACTOR: Da. CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work Inspected Is to e b of my knowledge in compliance with the approved plans, specific o a d lcable sections of the governing building laws, Inspector Initials ---+-1-~----- DSA/OSHPD I hereby, ertlfy that I have inspected the above reported work In accordance with the requlrements"of DSNOSHPD approved documents. Sampling and testing were conducted In accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: __ Inspector Initials: DSAAPP. NO.: PLAN FILE NO.: c-~10 TIME DEPARTED: SCS&T 205 REV 2/09 • • SOIL • Tl!STING. INC SOUTHERN CALIFORNIA SOIL & TESTING, INC. 91 7 ?{ 0 6280RIVERDALESTREET, SAN DIEGO, CA92120 • Phone(619)280-432l Fax(619)280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA# 047 SCS&T FILE NO.: O'{/Z/43 P.O. NO.,_· _________ _ C PL NC FIX PAGE OF / FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE ~ REINFORCED MASONRY 0 WELDING O FIREPROOFING O Q. C. CONCRETE O ROOFING/ WATERPROOFING ORT. CONCRETE/ STRESS O EPOXY ANCHORS O H.S. BOLTING O ---------------------------------- PHASE#: V# DSNOSHPD FILE NO.: CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work Inspected Is to the best of my knowledge In compliance with the approved plans, specificati~d applicable sections of the governing building laws. Inspector Initials J .... ~ DSA/OSHPD I hereby certify that I have Inspected the above reported work In accordance with the requirements of DSNOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: ___ Inspector lnttlal~1 DSAAPP. NO.: PLAN FILE NO.: REGISTRATION NO. 10-2<?--oq DATE SCS&T 205 REV 2/09 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SA'.'l DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 ClTRUS AVENUE, SUJTE G, I:'IIDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA# 047 SCS&T FILE NO.:,._ _LJ__,7Z'-"--'2__.,_/~3/--5'---_ P.O. NO.,_· ________ _ C PL NC FIX P-AGE / Of/ FJELD INSPECTION REPORT FOR: 0 REINfORCED CON:::RETE '9=ell\FOt'lCED MAS0NllY O VIEI.IJII\G O FlflEPlOOFING O Q. C. C0NCREl= 0 ll00FIN$ / WA1ERP100FING OP.T, COCIIOlEIE/Sr.!ESS ~)('(ANCHORS O H.S. 8CL11NG 0 _____________________________ _ OS,VOSHPDfl.E r-JC.: DS,,,APP.NO.: Pl.Ml ;:1LE NO.: C.,,,.,1/-.,e. '-S -/f /1 PRl:-11 NAME 1-C~B~C/~IC~C~l'!"'he-re-.,by-ce-,rf~lff~thci~l~h~av .. e~lnsp ..... e-,ct~ed~lh~e·o-.,b-ove-re .. p-ort.,.e-.d_w_orl<~.~U~nl_es_s n-0 ... led~-,~-+--,--~--~-.&..-..,.',_.-~~~~~~:1 C. oll-,eJW1$e iha woik Inspected Is to !he beSt of ITT{ i:.nowtedge l:i compliance with 1he /,A opp'O,oo plons. sp:;:,clflcal,ons and a,oplcie sections of lhe gyvernng building tiws. lnspac,or lnHlois '-., • ~ • .._J()4 ,J G-1(-~ DSAIOSHPD l !lerebV certify that I have Inspected t'le above repartee! work In acccrdance with the requ!rements of DSA/OSHPD appioved dxurrents. Sampftng and tesllng we·e conductec In occc{donce v.ilh the ·eqliremenls of ihe DSNOSHPD opprovec documents. 1he work i'lspectsd compHes wi1h the DSAIOSHPD approved do~unen1s. Yes:_.,_ No: __ lnspeclor nltlds: •sJgnatore a.11/l:xizes me ooove wo:k SCS&T 205 RE'/ 2'09 • • .,,,~~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. ~4'4 2 0 3 SOIL a TISTING, INC, ~c_ ~ 6280RIVERDALESTREET, SAN DIEGO, CA92120 • Phone(619)280-4321 Fax(619)280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760)775-5983 Fax (760)775-8362 LEA # 047 SCS&T FILE NO.: t:J 1 1 ~ 1 ~ > P.O. NO.,_· _________ _ C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY 0 WELDING O FIREPROOFING O Q, C. CONCRETE O ROOFING/ WATERPROOFING D H.S. BOLTING D ---------------------------------- DSNOSHPD FILE NO.: GENERAL CONTRACTOR: LOCATION OF WORK INSPECTED: CBC/ICC I hereby certify that I have Inspected the above reported work. Unless noted otherwise the work inspecte Is t th best my knowledge In compliance with the approved plans, specific able secttons of the governing building lows. Inspector Initials ----ll'--'-lr-¥'--1...--- DSA/OSHPD I hereby rtlfy that I hove inspected the above reported work In accordance with the requirements of DSNOSHPD approved documents. Sampling and testing were conducted In accordance with the requirements of the DSNOSHPD approved documents. The work Inspected complies with the DSNOSHPD approved do~uments. Yes: __ No: ___ Inspector Initials: *slgnalfJre authorizes the above work DSAAPP. NO.: PlAN FILE NO.: REGISTRATION NO. SCS&T 205 REV 2/09 • • SOIL • TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 87772 6280 RIVERDALE STREET, SAN DIEGO, CA92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA# 047 SCS&T FILE NO.: 0 Cf f 2.J Lf 3 # P.O. NO.:,__ ________ _ C PL NC FIX PAGE OF FIELD INSPECTION REPORT ~OR: 0 ~)l~!;_O~CED CONCRETE O REINFORCED MASONRY 0 RT. CONCRETE/ STRESS A~RS O H.S. BOLTING ' 0 WELDING O FIREPROOFING O Q, C. CONCRETE O ROOFING/ WATERPROOFING DSAAPP. NO.: PLAN FILE NO.: GENERAL CONTRACTOR: suscoNTRAcToR: C..c:u, Corn--Eo<"·t" .S .$fem:> LOCATION OF WORK INSPECTED: CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge In compliance with the approved plans, specific o a d a licable sections of the governing building laws. inspector Initials --:,l,f/-V-l.H~=---- DSA/OSHPD I hereb ertify that I have inspected the above reported work in accordance with the requirement of DSNOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: __ Inspector Initials: c...c:- ~~7i-ll!-~~~~5-:;{:?V,7.2 -1./1 REGISTRATION NO. /2-;/00<J DATE SCS&T 205 REV 2/09 SOIL & TESTING. INC. C • • ' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 PL NC 87777 LEA# 047 ~ I 't:3 OF \ FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY O WELDING O FIREPROOFING O Q. C. CONCRETE O ROOFING/ WATERPROOFING 0 P.T. CONCRETE /STRESS }'(EPOXY ANCHORS O H.S. BOLTING O --------------------------------- PHASE#: DSNOSHPD FILE NO.: GENERAL CONTRACTOR: T SUB CONTRACTOR: LOCATION OF WORK INSPECTED: CBC/ICC I hereby certify that I have Inspected the above reported work. Unless noted otherwise the work inspecte is to t be of my knowledge in compliance with the approved plans, specific cable sections of the governing building lciws. Inspector Initials ______ _..._-«-_._--- DSA/OSHPD I hereby rtify that I have Inspected the above reported work in accordance with the requirement of DSNOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: __ Inspector Initials: *signature authorizes the above work DSAAPP. NO.: PLAN FILE NO.: SCS&T 205 REV 2/09 • ! ifi!IIIPIAXAIR 12/16/09 IBIS BIOSCIENCES 2251 FARADAY AVE CARLSBAD, CA 92008 To: Whom it may Concern, Praxair Microbulk Group 2677 Signal Parkway Signal Hill, CA 90755 Cell phone: (714) 681-5028 Email: Rick_Glasby@praxair.com We installed a 1000 liter Microbulk vessel at the above address using 4 each ½" x 4-1/2" 18-8 wedge Stud Anchors. Anchors provide by McMaster-Carr part number 92188A306. As stated below minimum embed depth is 2-1/4" Wedge Stud Anchors Wedge Stud Anchors-For Concrete ,/......__ Leave a threaded stud in concrete. Drive through a fixture, into a hole, and L -..._ '-!I . ..__ tighten the nut. Stud is chamfered to prevent thread damage during installation. --v -.. --.....7 Not reusable. ·· / Stainless steel and zinc-plated steel anchors are UL listed and FM approved. Diameter Min. Embed. Dp. Rick Glasby Type 316 stainless steel is more corrosion resistant than 18-8. Zinc-plated anchors are 01018 steel ( 1/4" to 3/4" diameters in lengths up to 7j or C1030 or 12L 14 steel ( 7/8" to 11/4" diameters in all lengths and all lengths over 7"). Ultimate Tension and Shear Strength in 4,000 psi Concrete 1/2" 2 1/4" Microbulk Sales Engineer Mnlrino-r>t,r PlnnP.t MnrP. Prnd11r.tive ' ., Page I of I Chuck Cattran From: Brian Qualls [BQualls@gSSl-se.com] sent: lhu 12/17/2009 11:27 AM To: Chuck Cattran cc: subject: RE: Generator Info. and Hot water tank Info. Attachments: Chuck, The mounting configuration from the manufacturer is adequate to resist all prescribed loads. Once I know something on the tank I will send you sheet with a sketch of this condition and whatever the result of the tank is. Let me know if you need anything else. Brian Qualls Structural Designer -tGSSI ·s.r.-u.ru-d Cr·,;1n:r-"'~, 3969 First Avenue, Second Floor San Diego, CA 92103 Phone: 619-687-3810x211 Fax: 619-687-3814 From: Chuck cattran [mailto:Ccattran@tsaci.com] Sent: Thursday, December 17, 2009 7:28 AM To: Brian Qualls SUbject: Generator Info. and Hot water tank Info. Brian The hot water tank has a capacity of 115 gallons. The generator is 13T'x 50"x 104" high. the weight is 9227 pounds Let me know if you need anything else Chuck 1 '> /17 l')()()Q { • • • SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 88913 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA# 047 SCS&T FILE NO.rn,..,.:....___. ...... ! __ -Z..__._14 __ ~~- P.O. NO.·~--------.--- C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY 0 FIREPROOFING O Q, C. CONCRETE 0 ROOFING/ WATERPROOFING 0 P.T. CONCRETE/STRESS O EPOXY ANCHORS O H.S. BOLTING O ------------------------------------ PHASE#: DSNOSHPD FILE NO.: CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge in compliance with the approved plans. sp.icificc+ioo,.ond applicable sections of the governing building laws. Inspector Initials / c::::____ DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of 0S11/OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: Inspector Initials: DSAAFP. NO.: SCS&T 205 REV 2/09 .j ' 0 ' . SOIL a TESTING., INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 9 4 7 0 2 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA # Q4 7 SCS&T FILE NO.: 09/Z /4 3 P.O. NO.,_· _________ _ C PL NC FIX PAGE I OF I FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY 0 WELDING O FIREPROOFING O Q. C. CONCRETE 0 ROOFING/ WATERPROOFING 0 P.T. CONCRETE/ STRESS O EPOXY ANCHORS O H.S. BOLTING O ------------------------------------ PHASE#: DSA/OSHPD FILE NO.: ,'tff GENERAL CONTRACTOR: ·r..5. SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 1-Z-<-/-&J? PRINT NAME CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials __________ _ DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DSNOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: ___ Inspector Initials: *signature authorizes the above work DSAAPP. NO.: PLAN FILE NO.: TIME DEPARTED: . :~.c,? p-~ REGISTRATION NO. SCS&T 205 REV 2/09 SOIL a TESTING, INC. • • SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280RIVERDALESTREET, SAN DIEGO, CA92!20 • Phone(619)280-4321 Fax(619)280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 93817 LEA# 047 SCS&T FILE NO.: 0:3 \ Z.145 P.O. NO.·,__ ________ _ C PL NC FIX PAGE OF REINFORCED CONCRETE O REINFORCED MASONRY 0 WELDING O FIREPROOFING O Q, C. CONCRETE O ROOFING/ WATERPROOFING DSNOSHPD FILE NO.: MATERIAL CLASSIFICATION: CBC/ICC I hereby certify that I have inspected the above reported worl<. Unless noted otherwise the work inspected Is to the best of my knowledge In compliance with the approved plans, spe~q~"rl applicable sections of the governing building laws. Inspector Initials ___ ~~.----'-----~~---- DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DSNOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: __ Inspector Initials: *signature authorizes the above work DSAAPP. NO.: PLAN FILE NO.: SCS&T 205 REV 2/09 • • SOIL Ii T!STING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 9 3 7 9 8 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 LEA# Q47 SCS&T FILE NO.: 09/Z/4-3 P.O. NO.·,__ ________ _ C PL NC FIX PAGE I OF / FIELD INSPECTION REPORT FOR: ~ REINFORCED CONCRETE O REINFORCED MASONRY 0 WELDING O FIREPROOFING O Q. C. CONCRETE O ROOFING/ WATERPROOFING 0 P.T. CONCRETE/STRESS O EPOXY ANCHORS O H.S. BOLTING D ---------------------------------- DSNOSHPD FILE NO.: MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 9-~-tJ CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge In compliance with the approved plans, specificatlons-~d applicable sections of the governing building laws. Inspector Initials .::rz.,. DSA/OSHPD I hereby certify that I have inspected the above reported work In accordance with the requirements of DSNOSHPD approved documents. Sampling and testing were conducted In accordance with the requirements of the DSNOSHPD approved documents. The work inspected complies with the DSNOSHPD approved documents. Yes: __ No: __ Inspector Initials: DSAAPP. NO.: REGISTRATION NO. DATE SCS&T 205 REV 2109 I S SOIL & TESTING, INC ~ 4~ Southern California Soil and Testing, Inc. ~ \ c..__, 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 a:.; ~{ P.O. Box 600627, San Diego, CA 92160-0627 r:~\; -, ~~ 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Grout Compressive Strength Test Report File Number: 0912143 Project Title: Abbott Pharmaceutical Project Project Location: 2251 Faraday Avenue, Carlsbad, Ca Architect: Nancy J. Escano Engineer: Permit No: CB090919 Contractor: GSSI TSA Plan File No: Location In Structure: High-Lift Westside of Opening on South Wall. Material Supplier: Mix Designation: Admixture(s): Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By; Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Superior 8665G n/a Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 78 minutes 64 degrees F 010 JG 0992134 0912143 10/29/2009 11/2/2009 11/5/2009 0.00 9.27 20,600 2220 7 Days 2000 Slump Inches: Unit Weight Plastic/Dry, pcf: Concrete Temp: Ticket Number: Samples Tested By: 0992135 0992136 10/29/2009 10/29/2009 11/2/2009 11/2/2009 11/27/2009 11/27/2009 0.00 0.00 9.95 9.48 30,210 31,670 3036 3340 29 Days 29 Days 2000 2000 9.50 I 73 degrees F 160284 CN RE Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C1019 standards. This agency makes no other warranties express or implied. Distribution: Reviewed By: (1) City of Carlsbad -Building Inspection Department (1) DBC Construction -Ray Funderburk Gordon T.M. <! SOIL & fl=STING, INC. ; ~ 1;(~~ Southern California Soil and Testing, Inc . .., ,. r 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 j £(' '-p P.O. Box 600627, San Diego, CA 92160-0627 ~ ~'"~:_~ 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Grout Compressive Strength Test Report File Number: 0912143 Project Title: Abbott Pharmaceutical Project Project Location: 2251 Faraday Avenue, Carlsbad, Ca Architect: Nancy J. Escano Engineer: GSSI Permit No: CB090919 Contractor: TSA Plan File No: Location In Structure: Material Supplier: Top Lift 4' of Mechanical Room Walls Superior Mix Designation: 8665G Admixture(s): n/a Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By: Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 120 minutes 69 degrees F 653 JC 0992344 A 11/3/2009 11/4/2009 11/10/2009 0.00 9.31 27,920 3000 7 Days 2000 Slump Inches: Unit Weight Plastic/Dry, pcf: Concrete Temp: Ticket Number: Samples Tested By: 0992345 0992346 11/3/2009 11/3/2009 11/4/2009 11/4/2009 12/1/2009 12/1/2009 0.00 0.00 10.49 10.32 35,880 36,830 3420 3570 28 Days 28 Days 2000 2000 8.00 I 72 degrees F 160704 CN Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C1019 standards. This agency makes no other warranties express or implied. Distribution: (1) City of Carlsbad -Building Inspection Department (1) DBC Construction -Ray Funderburk Reviewed By: ____ --~::__-....--, ~ -7/_-/ £ Gordon T.M. Wood~rd RCE # 60481 Southern California Soil and Testing, Inc. 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Prism Compressive Strength Test Report File Number: 0912143 Project Title: Abbott Pharmaceutical Project Project Location: 2251 Faraday Avenue, Carlsbad, Ca Architect: Engineer: Contractor: Nancy J. Escano GSSI TSA Location In Structure: Top Lift 4' of Mechanical Room Walls Material Supplier: Superior Mix Designation: 8665G Admixture(s): n/a Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By: Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 120 minutes 69 degrees F 653 JC 0992514 B 11/3/2009 11/9/2009 12/1/2009 0.00 66.21 119,690 1810 28 Days 1500 Slump Inches: Unit Weight Plastic/Dry, pcf: Concrete Temp: Ticket Number: Samples Tested By: 0992515 0992516 11/3/2009 11/3/2009 11/9/2009 11/9/2009 12/1/2009 12/1/2009 0.00 0.00 67.25 68.42 121,890 118,720 1810 1740 28 Days 28 Days 1500 1500 Permit No: CB090919 Plan File No: 8.00 I 72 degrees F 160704 CN Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C1314 standards. This agency makes no other warranties express or implied. ~ Distribution: Reviewed By: / _/ (1) City of Carlsbad -Building Inspection Department ---------/ (1) DBC Construction -Ray Funderburk -Gordon T.M. Woodard RCE # 60481 Southern California Soil and Testing, Inc. 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Mortar Compressive Strength Test Report File Number: 0912143 Project Title: Abbott Pharmaceutical Project Project Location: 2251 Faraday Avenue, Carlsbad, Ca Architect: DGA Engineer: GSSI Contractor: TSA Location In Structure: Material Supplier: Mechanical Yard South CMU Wall Lift #1 Spee Mix Mix Designation: Type S Admixture(s): n/a Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By: Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type n/a 74 degrees F n/a JR 0991998 10/28 10/28/2009 10/29/2009 11/4/2009 2.00 3.14 10,170 3240 7 Days 1800 Slump Inches: Unit Weight Plastic/Dry, pcf: Concrete Temp: Ticket Number: Samples Tested By: 0991999 0992000 10/28/2009 10/28/2009 10/29/2009 10/29/2009 11/25/2009 11/25/2009 2.00 2.00 3.14 3.14 16,400 14,850 5220 4730 28 Days 28 Days 1800 1800 Permit No: Plan File No: 0992001 10/28/2009 10/29/2009 2.00 3.14 0 Hold 1800 CB090919 0.00 I n/a CN Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C780 standards. This agency makes no other warranties express or implied. Distribution: (1) City of Carlsbad -Building Inspection Department Reviewed By: ------:;,-- (1) DBC Construction -Ray Funderburk Gordon T.M. ~s011·&.,,1!~.'.-1 1NG,iNc Southern California Soil and Testing Inc rY ~.t I • () 'l ~ ,'SIC, 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 ff~ S~f P.O. Box 600627, San Diego, CA 92160-0627 ~ \:~~"""''''('1:,':k. .. 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Mortar Compressive Strength Test Report File Number: 0912143 Project Title: Abbott Pharmaceutical Project Project Location: 2251 Faraday Avenue, Carlsbad, Ca Architect: Nancy J. Escano Engineer: GSSI Permit No: CB090919 Contractor: TSA Plan File No: Location In Structure: East Wall 1st Low Lift, 3rd Bed Joint 15ft from North End. Material Supplier: Mix Designation: Admixture(s): Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By: Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Spec Mix Type S n/a Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 7 minutes 66 degrees F n/a JG 0991855 A 10/27/2009 10/28/2009 11/3/2009 2.00 3.14 12,110 3850 7 Days 1500 Slump Inches: Unit ~eight Plastic/Dry, pcf: Concrete Temp: Ticket Number: Samples Tested By: 0991856 0991857 10/27/2009 10/27/2009 10/28/2009 10/28/2009 11/24/2009 11/24/2009 2.00 2.00 3.14 3.14 15,370 15.470 4890 4920 28 Days 28 Days 1500 1500 0.00 I 75 degrees F n/a CN Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C780 standards. This agency makes no other warranties express or implied. Distribution: Reviewed By: (1) City of Carlsbad -Building Inspection Department (1) DBC Construction -Ray Funderburk Structural Engineers PROJECT ____ A ___ s_B_o-_, r;.___J:.._@_t.;;_.S ______ __ GSSI NO. 'fQ ;i' 3 /f DATE tj{F; ,l~ -ENGR 'B,. QvA-t..t,.-5 ••ro.c. 3-lfla:M'. THE CITY OF SAN DIEGO DEVELOPMENT SERVICES DEPARTMENT DIVISION OF BUILDING & SAFETY, INSPECTION SERVICES Tel. (858) 492-5070 Fax \858) 492-5098 SPECIAL INSPECTOR ID CARD Name: THOMAS CON'l'AS-.'ll-- certificate No.: 8 3 9 Signature: 6D [ Crikvk Expiration: December 31, 2010 • SEE REVERSE SIDE FORTYPE(S) OF WORK AUTHORIZED FOR SPECIAL lNSPECTION, THOMAS E CONTASTI STRUCTURAL MASONRY SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, raving been so certified pursuant to successful completion of the prescribed written ex inations. Expiration date: ay-1-a 12 No. 5056265-84 Not valid unle signed by certificate holder. ICC certification attests to competent knowledge of codes and standards THOMAS E CONTASTI STRUCTURAL STEEL & WELDING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written exam· ation . Expiration date:_ ~012 No. 5056265-85{ I ( vafld-unless ed b certificate holder. ICC certification attests to competent knowledge of codes and standards 1 ! j . I I : ' i THOMAS E CONTASTI .,,~ !\l.'1 11aa;,. ~!!=ii IIITERNATIOIIAL CODE COUHClt ' REINFORCED CONCRETE SPECIAL INSPECTOR The individ~al named hereon is CERTIFIED in the category shown, ~aving been so certified pursuant to successful comple_tion of the prescribed written examinations. Expirat1ondate: M~2012 Q~ No. 5056265-49 D G . L,., "-- . . Not valid unless signed by certificate holder ICC certification attests to competent knowledge of codes and stan.dards 1illfRNAilONAL CODE COUNClt THOMAS E CONTASTI PRESTRESSED CONCRETE SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examinations. Expiration date: May 13, 2012 Q ~ No. 5056265-92 <;:Q :e },., ·· . Not valid unless signed by certificate holder. ICC certification attests to competent knowledge of codes and standards 'NlE!NATIONAl CODE CO UH Cit THOMAS E CONTASTI COMBINATION DWELLING INSPECTOR . UNIFORM CODES The individ~al named hereon is CERTIFIED in the category shown, ~aving been so certified pursuant to successful comple!1on of the prescribed written examinatio s. Expiration date: May 2012 ---~':)5056265-56 ------~-. -· ---~ \ II JEFFREY W ROGERS -COOECOUNCIL" SPRAY-APPLIED FIREPROOFING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful compleUon · of the prescribed written examinations. ,..., Expiration date: May 14, 2011 . No. 5087272·86 ("' l JEFFREY w ROGERS.. . REINFORCED CONCRETE SPECIAL INSP.ECTOF\. r , · CERTIFIED in the category shown, i . The individual namrt~df'e~epr:~~~!nt to successful completion of the · having been so ce 1 1 . . · prescribed'written exam1nat1ons. Expiration date: May 14, 2011 · No. 508727~~9- · j;ll'IJ r ,<f"• JEFFREY W ROGERS. ' t ' I i.; STRUCTURAL MASONRY SPECIAL INSPECTOR The individual named hereon'is CERTIFIED in the category sh9wn, having been so certified pursuant to successful completion of tlie prescribed written examinations. Expiration date: May 14, 2011 No. 5087272-~4 'I EsGil Corporation In (Partnersli.ip witli. (}overnment for (}3ui{aing Safety DATE: 8/24/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 090919 PROJECT ADDRESS: 2251 Faraday Ave. SET:IV D APPLICANT 'if JURIS. D PLAN REVIEWER 0 FILE PROJECT NAME: Ibis Biosciences Carlsbad Facility Abbott Molecular T. I. [XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D· The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ~ D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Trey Post 445 VV. Ash Street San Diego, CA 92101 , r8:] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Trey Post Telephone#: 619 685 3990 Date contacted: (by: ) Fax #: 619 685 4 077 Mail Telephone Fax In Person D REMARKS: mike.peterson@carlsbadca.gov By: Glen Adamek EsGil Corporation ~ GA O EJ O PC Enclosures: 8/18/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnersli.ip witli. qovernment for (}3ui{aing Safety DATE: 8/11/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 090919 PROJECT ADDRESS: 2251 Faraday Ave. SET: III ANT . EVIEWER Q FILE PROJECT NAME: Ibis Biosciences Carlsbad Facility Abbott Molecular T. I. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [Zl The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact per~on. [Zl The applicant's copy of the check list has been sent to: Trey Post 445 W. Ash Street San Diego, CA 92101 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. cg] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Trey Post Telephone#: 619-685-3990 Date contacted: t I,, / o ? (by: fA ;r) Fax #: 619-685-4077 Mail ......--Telephone Fax......-In Person D REMARKS: mike.peterson@carlsbad.ca.gov By: David Yao Enclosures: EsGil Corporation rgj GA D EJ D PC 8/6 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 090919 8/11/09 RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2251 Faraday Ave. PLAN CHECK NO.: 090919 SET: III DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/6 DATE RECHECK COMPLETED: 8/11/09 REVIEWED BY: David Yao FOREWORD (PLEASE READ}: This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, ·noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo City of Carlsbad 090919 8/11/09 Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.7(1) and 307.7(2) possible. The building official may require a technical report to identify and · develop methods of protection from hazardous materials. Section 307. 7. The response shows Schirmer Engineering will provide technical report. This item will be reviewed after the report was provided. See mechanical item. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Glen Adamek for Eric Jensen ENERGY CONSERVATION 1. The envelope energy design from 2008 does not include the proposed changes in the envelope under this permit. This permit show changes in doors, windows and walls. Please provide new envelope energy design addressing the proposed changes in the envelope. Provide documentation of the original energy design with modifications (additions or alternations) as applicable for this tenant improvement. (If energy design was part of the "shell" permit) or provide a complete energy design as required for a new building. The previous use was "office and storage", I'm not sure that the entire building envelope was ever completed for "conditioned space". The documentation didn't make it to the plan reviewer. Please resubmit. City of Carlsbad 090919 8/11/09 2. The proposed changes to the envelope to be reviewed when the new envelope energy design is provided. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. See above comment. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen or Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 090919 PLAN REVIEWER: Glen Adamek SET: III 1. 2. GENERAL AND ARCHITECTURAL PME ITEMS The following numbered items are the remaining numbered corrections from the first · plan check list. The items in bold, underlined type are the latest items still remaining. The General sheets of the drawings are not signed and sealed. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The drawing number E-CB1-130-03 still shows TS0000 Lab #1140, Amplification Lab #1141, Instrument Assembly and Evaluation #1142, and RUO Manufacturing #1162B are all still F-2 occupancies; and Storage #1125, Shipping/Receiving #1126, Stockroom #1148, and Manufacturing Warehouse #1161 are all still S-2 occupancies. And the Cover Sheet still shows S-2 occupancy and no F-2 occupancy? Please correct to agree and provide data for what is in the S-2 and F- 2 occupancy areas. The "Hazardous Materials summary documents by Schirmer· Engineering" are incomplete data. Please provide a copy of the complete Hazardous Materials report by Schirmer Engineering. The tables are incomplete and does not clearly show all data requested. The drawings show S-2 occupancy storage rooms and F-2 occupancy manufacturing rooms, that restrict the types of materials allowed to be within the F-2 and S-2 occupancy areas. Please provide list and data for the limits and types of materials allowed in the F-2 and S-2 occupancy areas. (The F-2 and S-2 occupancy areas may be F-1 and 5-1 occupancy.) The Hazardous Materials note on Cover Sheet can not be used for the F-2 and S-2 occupancy areas. Please provide data on materials to be used and/or stored in the building, including the Labs, and storage rooms including the "Hazardous Material Storage room". Provide data on the proposed hazardous materials to be stored City of Carlsbad 090919 8/11/09 and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). A) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. ·· 8) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5. 4. See item #2 above (provide the complete report by Schirmer Engineering. The Fire Department must review the data on the proposed amounts of hazardous materials to be used and/or stored within the building. The Building Official to check for Fire Department's approval of the list and amounts of proposed hazardous materials within the building. PLUMBING (2006 UNIFORM PLUMBING CODE) 12. In the complete Hazardous Materials report by Schirmer Engineering, please address the disposal of hazardous materials and the limits of materials in the proposed Laboratory Waste and Vent Systems. Please clearly show what types of materials are to be drained into the Laboratory Waste and Vent Systems. Clearly show compliance with UPC, Section 811.0. Show pretreatment requirements. Show the proposed PVC DWV piping is approved for the types of materials to be drained through the the Laboratory Waste and Vent Systems. Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, 1Naste, and vent piping, gas piping, and the roof drains. 15. The CPC, Table 6-6 can not be used for sizing the water main from the public water meter to the pressure regulator (the developed pipe length to be used in the CPC, Table 6-6 is the total distant from the water meter to the most distant water fixture, 170 feet from the water meter to the pressure regulator plus the 850 feet from the pressure regulator to the most distant water fixture, for a total distant of 1,020 feet, which is over the 1,000 foot maximum pipe length in the CPC, Table 6-6. Also to use the CPC, Table 6-6 the fixture units for the flush valve fixtures have not been corrected {water closets and urinals). The corrected fixture unit values for water closets and urinals, as per CPC, Table 6-7, is 142 fixture units larger. Note: the 2 inch water main is undersized for just the 10 flush valve water closets. Also, per the sizing calculations on Drawings No. E-CB1-425-01 the 2 inch water main is undersized for iust the water demand for the new restrooms. Please correct the existing 2 inch water main. The existing 2 inch water line from the water meter to the building and to the point of connection to the new water line is undersized for the new water demand plus the assumed future water demand. Please address. Please include the assumed water demands for the future improvement of the future tenant ~pace, not apart of this permit, to be served by the water service serving this City of Carlsbad 090919 8/11/09 tenant space in the water line sizing calculations on drawing number E-CB1-425-01. Or, clearly show separate water meters and water services for each tenant space. 16. Please provide cut-sheets and installation instructions for the proposed wall hung flush valve water closets, to show they are designed to work with only 25 psi as used in the water line sizing calculation or correct the calculations to match the water pressure required by the proposed water closets. Please correct the following revised water line sizing calculations on drawing number E-CB1-425-01: (Also, check the required pressure to operate the wall hung flush valve water closets. Calculation use only 25 psi, many require 30 psi or more.) 23. Provide the following information concerning the water heater: B) The engineer's seismic bracing calculations for the water heaters and hot water storage tanks do not seem to match the plan. Please provide the cut- sheets and installation instructions for both the water heaters (WH-1, WH-2 & WH-3) and hot water storage tanks (ST-1 & ST-2) clearly show the sizes and operational weights. Also, the operational weights called out in the Water Heater Schedule on Drawing No. E-CB1-425-02 do not match the weights used in the seismic bracing calculations. (The plans show the operational weights for each water heater is only 700 pounds. The calculations use 1,200 pounds. And the plans show the operational weights for each storage tank is 1,340 pounds, but the calculations use 1,260 pounds.) Please correct. Please provide the signed and sealed engineer's design, details and calculations for the proposed seismic bracing of the water heaters and the hot water storage tanks showing member sizes, bolting, and foundations. The detail 14 on sheet E-CB1-416-02 must match the engineer's design, details and calculations. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 24. The response does not address the Building Official Approval? Obtain Building Officials Approval for the proposed sewer pump system for the Mechanical Yard. As per CPC, Section 709.0: "Wherever practicable; all plumbing fixtures shall be drained the public sewer or private sewage disposal system by gravity." Please detail and explain why "it is not practicable to drain all the fixtures by gravity." Note: If you have any questions regarding this Plumbing and Mechanical pla·n review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In <.Partnersfiip witfi government for <.Bui{aing Safety DATE: 7/22/09 D APPLICANT ~ JURISDICTION: City of Carlsbad PLAN CHECK NO.: 090919 SET: II D PLAN REVIEWER D FILE PROJECT ADDRESS: 2251 Faraday Ave. PROJECT NAME: Ibis Biosciences Carlsbad Facility Abbott Molecular T. I. D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Trey Post 445 W. Ash Street San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Telephone #: 619-685-3990 Fax #: 619-685-4077 Person contacted~ 7rey Post Date contacted: 7 p.J./of (b~) e.,Mail /Tele~hone Fax v'ln Person REM~m~peterson@carlsbad.ca.gov By: David Yao Enclosures: EsGil Corporation fgj GA fgj EJ O PC 7/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City ~f Carlsbad 090919 7/22/09 RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2251 Faraday Ave. PLAN CHECK NO.: 090919 SET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/15 DATE RECHECK COMPLETED: 7/22/09 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo City ~f Carlsbad 090919 7/22/09 Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.7(1) and 307.7(2) possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.7. The response shows Schirmer Engineering will provide technical report. This item will be reviewed after the report was provided. ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. The doors to the electrical service room will need to comply with NEC 110-26(C) 2. Please make the architect aware of this requirement. (Panic hardware). The door schedule on the architectural does not specify the doors as equipped with panic ''hardware". ENERGY CONSERVATION 1. Provide documentation of the original energy design with modifications (additions or alternations) as applicable for this tenant improvement. (If energy design was part of the "shell" permit) or provide a complete energy design as required for a new building. The previous use was "office and storage", I'm not sure that the entire building envelope was ever completed for "conditioned space". The documentation didn't make it to the plan reviewer. Please resubmit. 2. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. See above comment. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City qf Carlsbad 090919 7/22/09 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 090919 PLAN REVIEWER: Glen Adamek SET:11 GENERAL AND ARCHITECTURAL PME ITEMS 1. The General sheets of the drawings are not signed and sealed. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 2. The drawings show 5-2 occupancy storage rooms and F-2 occupancy manufacturing rooms, that restrict the types of materials allowed to be within the F-2 and 5-2 occupancy areas. Please provide list and data for the limits and types of materials allowed in the F-2 and 5-2 occupancy areas. (The F-2 and 5-2 occupancy areas may be F-1 and 5-1 occupancy.) The Hazardous Materials note on Cover Sheet can not be used for the F-2 and 5-2 occupancy areas. Please provide data on materials to be used and/or stored in the building, including the Labs, and storage rooms including the "Hazardous Material Storage room". Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). A) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. · B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5. 4. The Fire Department must review the data on the proposed amounts of hazardous materials to be used and/or stored within the building. The Building Official to check for Fire Department's approval of the list and amounts of proposed hazardous materials within the building. 5. Where on the drawings are the heights of the parapet walls shown, as per the response? Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " 6. Where on the drawings are the amount of maximum liquid capacities in the lead acid batteries shown, as per the response? As per IBC, table 508.2 the incidental use areas for Stationary Storage Battery Systems having a liquid capacity of more than City of Carlsbad 090919 ' . 7/22/09 100 gallons used for facility standby power, emergency power or uninterrupted power supplies, shall be separated from the remainder of the building by a fire barrier and horizontal assemblies. PLUMBING (2006 UNIFORM PLUMBING CODE) 12. Please clearly show what types of materials are to be drained into the Laboratory Waste and Vent Systems. Clearly show compliance with UPC, Section 811.0. Show pretreatment requirements. Show the proposed PVC DWV piping is approved for the types of materials to be drained through the the Laboratory Waste and Vent Systems. Provide a plumbing material schedule on the plans describing the following systems: Potable v.mter piping, the drain, \Vaste, and vent piping, gas piping, and the roof drains. 14. The direction of flow of the existing 10 public sewer main within Faraday Ave. is not shown, so it is not clear as to which manholes are upstream and which manholes are downstream. (If the sewer flows North then backwater valves are required and if the sewer flows South no backwater valves are to be installed.) Please address (show invert elevations at each manhole). Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 15. The existing 2 inch water line from the water meter to the building and to the point of connection to the new water line is undersized for the new water demand plus the assumed future water demand. Please address. Please include the assumed water demands for the future improvement of the future tenant space, not apart of this permit, to be served by the water service serving this tenant space in the water line sizing calculations on drawing number E-CB1-425-01. Or, clearly show separate water meters and water services for each tenant space. 16. Please correct the following revised water line sizing calculations on drawing number E-CB1-425-01: (Also, check the required pressure to operate the wall hung flush valve water closets. Calculation use only 25 psi, many require 30 psi or more.) A) Correct the proposed fixture unit calculations as per CPC, Table A-2: 1) The correct water fixture units for the flush valve urinals is 4 fixture units each, not 3 fixture units each used. 2) The correct water fixture units for the Utility Sink (Service or Mop Sink) is 3 fixture units, not 2 fixture units as used. B) The GPM values and the velocities in the Water Pipe Sizing Schedule on drawing number E-CB1-425-01 still do not agree with CPC, Chart A-4. Please correct the GPM & velocity values shown in the Water Pipe Sizing Schedule on drawing number E-CB1-425-01 to agree with CPC, Chart A-4. City of Carlsbad 090919 ·< • '7 /22/09 F) A complete review of the water line calculations will be done when complete plumbing plans and corrected water line sizing calculations are provided. 17. Correct the vents for traps in the Mechanical Yard. Remove the hook at the top and detail the support and height above grade. 22. The 3 inch horizontal lab waste line may not be run at less than 2% slope. Please correct. Show for horizontal drain & waste lines, smaller than 4 inches in diameter, the required ·minimum ¼ inch per 12 inch slope. UPC Section 708.0 23. Provide the following information concerning the water heater: B) Please provide the signed and sealed engineer's design, details and calculations for the proposed seismic bracing of the water heaters and the hot water storage tanks showing member sizes, bolting, and foundations. The detail 14 on sheet E-CB1-416-02 must match the engineer's design, details and calculations. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 24. Obtain Building Officials Approval for the proposed sewer pump system for the Mechanical Yard. As per CPC, Section 709.0: "Wherever practicable; all plumbing fixtures shall be drained the public sewer or private sewage disposal system by gravity." Please detail and explain why "it is not practicable to drain all the fixtures by gravity." 26. The Duplex Sump Pump System for the Mechanical Yard must comply with CPC, Section 710.0. Please provide plans details and calculations showing compliance. Please provide plans details and calculations to show the sewer pump system complies with CPC, Section 710.0. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT .. EsGil Corporation In <Partners/i.ip wit/i. government for <Bui[aing Safety DATE: 6/ 19/rlf JURISDICTION: City of Carlsbad PLAN CHECK NO.: 090919 PROJECT ADDRESS: 2251 Faraday Ave .. SET:I D 12.f? CANT JURIS. D PLAN REVIEWER D FILE PROJECT NAME: Ibis Biosciences Carlsbad Facility Abbott Molecular T. I. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Trey Post 445 W. Ash Street San Diego, CA 92101 D Esgil Corporation staff did not advise the applica·nt that the plan check has been completed. -~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Trey Post ( 'f• H) Telephone#: 619-685-3990 Date contacted: Co [ 2--'l-I~, (by: ~ ) Fax #: 619-685-4077 Mail Telephone./ Fax.,,,-In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation [El GA [El EJ O PC 6/11 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 090919 6/19/08 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 090919 OCCUPANCY: B TYPE OF CONSTRUCTION: III-B ALLOWABLE FLOOR AREA: unlimited 507.3 SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 6/19/08 FOREWORD (PLEASE READ): JURISDICTION: City of-Carlsbad USE: office/lab ACTUAL AREA: T. I. 45515 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/11 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabl.ed. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the.2007 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) wher:e each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 090919 6/19/08 Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations(reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. . 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering arid Fire Departments ·until review by EsGil Corporation is complete. • PLANS 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. 2. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.7(1) and 307.7(2). 3. A complete description of the activities and processes th~t will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.7(1) and 307.7(2) possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.7. SITE PLAN 4. Provide a fully dimensioned site plan drawn to scale. Sec. A 106.1.1. Include the following: a) Clearly dimension bwilding setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 5. Clearly designate any side yards -used to justify increases in allowable area based on Section 506.2.(60 feet yard around)_ City of Carlsbad 090919 6/19/08 • FIRE BARRIERS 6. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION Furnace room where any piece 1 hour or provide automatic fire-extinguishing of equipment is over 400,000 system Btu per hour input Laundry rooms over 100 1 hour or provide automatic fire-extinguishing square feet .system Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing feet system • EXITS 7. Per table 1016.1, the max. travel distance for B occupancy with sprinkle system is 300 ft. Code compliance plan shows max. allowable is 350 feet. Please check. • ACCESSIBILITY 8. Provide notes and details on the plar1s to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 9. Sheet E-CB1-231-00 shows the CMU fence wall is 10' high with 3'-6"x1'-6" footing. Detail 17/E-CB1-212-00 shows the footing is 3'-0"x1'-3". Please clarify. -10. Sheet 3 of the calculation shows the wall height is 8 feet. Detail 17/E-CB1-212- 00 and E-CB1-231-00 shows the wall is 10' high. Please clarify. 11. Please refer to the following corrections for mechanica,I, plumbing, electrical and energy items. 12. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 13. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. City of Carlsbad 090919- 6/~9/0s · _ Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 14. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92.123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 090919 PLAN REVIEWER: Glen Adamek · SET:I GENERAL AND ARCHITECTURAL PME ·ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Cod~. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Please provide data on materials to be used and/or stored in the building, including the Labs, and storage rooms including the "Hazardous Material Storage room". Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifisations found in IBC Tables 307.1(1) and 307.1(2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5. 3. Please address if Control Areas are to be used within this building for the amounts of hazardous material to be stored and in use. City of Carlsbad 090919 6/19/08 4. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. 5. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: ''Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " 6. As per IBC, table 508.2 the incidental use areas for Stationary Storage battery Systems having a liquid capacity of more than 100 gallons used for facility standby power, emergency power or uninterrupted power suppl'ies, shall be separated from the remainder of the building by a fire barrier and horizontal assemblies. 7. The incidental use area (furnace room/water heater (boiler) room/ laboratory and vocational shop/ storage/ laundry room, waste and linen collection - rooms (laundry/storage/wasteland linen over 100 sq. ft. only) shall be separated- from the remainder of the building by a fire barrier or· if provided with an automatic fire extinguishing system the separation must comply with IBC, Section 508.2.2: "the incidental use area shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The partitions shall extend from the floor to the underside of the fire-resistance-rated floor/ceiling assembly 9r fire-resistance-rated roof/ceiling assembly above or to the underside of the floor or roof sheathing, or sub deck above. Doors shall be self-or automatic closing upon detection of smoke in accordance with Section 715.4.7.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80." 8. For mechanical plan check, include the architectural design detailing the following: IBC 716.5. a) Fire Walls b) Fire Barriers c) Shaft Enclosures d) Fire Partitions e) Corridors f) Smoke Barriers g) Horizontal Assemblies h) Exit Passageways If this tenant improvement contains any of the above. assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. City of Carlsbad 090919 6/19/08 9. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 PLUMBING (2006 UNIFORM PLUMBING ~ODE) · 10. Please complete the plumbing plans. The Note schedule is missing from Drawing Numbers E-CB1-399-:00· and E-CB1-401-00. Also, the print and symbols are so small that they are not readable. Please correct. 11. On Drawing Number E-CB1-130-03 the calculati9ns for the required minimum lavatories are incorrect. 12. Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, w·aste, and vent piping, gas piping, and the roof drains. 13. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and_ slopes of the building sewer, site gas lines, and site water lines. 14. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next ·upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC710.1 15. Please include the assumed water demands for the_ future improvement of the future tenant space, not apart of this permit_, to be served by the water service serving this tenant space in the water line sizing calculations-on drawing number E-CB1-425-01. Or, clearly show separate water meters and water services for each tenant space. · 16. Please correct the water line sizing calculations on drawing number E-CB1-425- 01: a) Please provide the fixture unit calculations for the to show where the total demand of 110 fixture unit was calculated. b) Please correct the GPM values shown in the Water Pipe Sizing Schedule on drawing number E-CB1-425-01 to agree with CPC, Chart A-4. Also correct the velocity values. c) Correct the water line sizing calculations to show compliance with UPC, Section 610.12.1: Sizing for Velocity. Water piping systems shall not exceed the maximum velocities listed -in this section or Appendix A. Maximum velocities in copper and copper alloy tube and fitting systems shall be limited to a maximum of eight (8) feet per second in cold water and five (5) feet per second in hot water. City of Carlsbad 090919 6/19/08 d) Please correct the fixture unit values (both tank type and flush valve type) shown in the Water Pipe Sizing Schedule,on drawing number E-CB1-425- 01 to agree with CPC, Charts A-2 and/or A-3. The fixture units shown are e) f) too large. · · Clearly show the size of the public water meter. As per the GPM water demand and the pressure loss show, t.i'sing UPC, Chart A-1 the water meter size must be not less than 2 inches. A complete review of the water line calculations will be done when complete plumbing plans an,9 corrected water l(ne sizing calculations are provided. · 17. Provide vents for each floor drain and or floor sink or, if combination waste and vent system is proposed, detail the tailpiece connection, pipe sizing, and identify the limits of the combination waste and vent system. UPC 910.0 & Appendix "B''. Note: CW&V are permitted only where standard venting is-not possible. 18. Hot water supplied to a public ·use I·avatory or ~ny bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 19. Show the shower control valve and shower head locations comply with UPC, Section 411.10. 20. Detail how the floor drain trap seal_is to be maintained. UPC 1007.0 21. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 22. Show for horizontal drain & waste lines, smaller than 4 inches in diameter, the required minimum¼ inch per 12 inch slope. UPC Section 708.0 23. Provide the following information concerning·the water heate~: a) Show water heater size, type and location on plans. UPC-501.0 b) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1 /3 of the tank. UPC 508.2 c) Show P & T valve on water heater and detail.the drain routing to the exterior. It may not be installed upwar-ds from the valve. UPC 506.2/608.3 d) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 24. As per CPC, Section 709.0: "Wherever practicable; all plumbing fixtures shall be drained the public sewer or private sewage disposal system by gravity." Please detail and explain why "it is not practicable to drain all the fixtures by gravity." City of Carlsbad 090919 · 6/19/08 25. Please provide cut-sheets and installation instructions for the proposed water heaters showing no weather protection· is required and required flue systems. 26. Please provide plans details and calculations fo show the sewer pump system complies with CPC, Section 710.0. 27. The plumbing schedul_e shows the water closets WC-2 "Wall Hung For Children" Please explain. Note:· the plans show no Daycare use in this building. This seems to show no non-accessible adult water closets being provided. MECHANICAL (2006 -~NIFORM ME_CHANICAL CODE) 28. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and-identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. · 29. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 30. Detail the primary and secondary mechanical conde,nsate waste design: Pipe ·sizing, routing, and termination areas. UMC 310.0 & UPC 807.2 31. Provide the exhaust and make .. up air design for the occupancy type listed in Table 4.4. UMC 403.7 32. Please provide calculations to show compliance with UMC, Section 1105.3 for the maximum allowed amount of refrigerant in the walk-in coolers and walk-in freezer boxes as per UMC, Table 11-1 or please provide the required refrigerant vapor detection and alarm systems. 33. Provide plans, details, and calculations to· show compliance with UMC Chapter 11 for a "Refrigeration Machinery Room": a) Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the A 1 system horsepower rating. b) Provide fire rated separation as per IBC 508.2 (1 hour or sprinklered/r~~istance to passage of smoke construction). c) Provide exits as required per IBC 1015.5 & UMC 1107.3. d) "Equipment, piping, ducts, vents or similar devices which are not essential for the refrigeration process, maintenance of equipment or for the illumination, ventilation or fire pr:otection of the room shall not be placed in or pass through a refrigeration machinery room." UMC 1109.1 e) Provide the (4) calculi:3tions demonstrating compliance with the exhaust requirements found in UMC 1108.2 f) Show the ventilation discharge clearancE:s as per UMC 1108.7 City of Carlsbad 090919 6/19/08 g) Show the required emergency controls for the refrigeration machinery room ventilation and equipment. UMC 1108.5 & 1109.4 34. Please provide cut-sheets and installation instructions for the proposed Chiller and proposed boilers, so the proposed installations can be reviewed. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CO.DE) 1. Correct the feeder schedule (sheet E-CB 1-610-01 ): The parallel 400 ampere feeders require a minimum No. 3 equipment ground (Longer, if required for voltage drop). 2. Identify the main overcurrent disconnecting means as "GFP" protected with a third party certification test required .. 3. Include the generator neutral bond connection on the single line diagram and the grounding diagram. 4. Lots of panel schedules missi11g, please provide. 5. Complete the lighting design: • Clearly label or describe the method(s) of providing reduced lighting levels. • Include a schedule for the inverter system. • Include a fixture schedule. • Provide the method for the "whole building shut-off" energy requirement for all locations not controlled via a motion sensor. • Make it clear on the floorplans that the branch circuiting for the inverter emergency circuits is routed completely separate from the normal power circuiting. 6. Complete the power design: • Label the floorplan receptacle circuiting. 7. Complete the mechanical floorplan circuiting. • Air handler(s) branch circuits. • The computer room (CRAG) unit design i$ missing. 8. On the single line diagram, include the Utility fault current available and tlie AIC rating for all service and distribution board overcurrent devices. City of Carlsbad 090919 6/19/08 9. Specify whether the system design is fully-rated, series rated, or engineered (fault current levels shown throughout the system). 10. Check with the Utility Company for access of the service ( exterior door opens to a mechanical yard) and the required clearance "in front of" their utility pull section. 11. The doors to the electrical service room will need to comply with NEC 110-26(C) 2. Please make the architect aware of this requirement. (Panic hardware). 12. Identify any of the mechanical equipment that must be installed on an electrical power back up system, if any: Identify as emergency, legally required, or optional standby. 13. Standby or emergency power is required for hazardous materials per IBC 414.5.4. 14. Include a description of the placard(s) required at the main service disconnecting means describing the existence and locations of the generator and UPS systems. ENERGY CONSERVATION · 1. The electrical designer will clarify the whole building shut-off and method(s) of producing a reduced lighting level. (See electrical comments). 2. Provide documentation of the original energy design with modifications (additions or alternations) as applicable for this tenant improvement. (If energy design was part of the "shell" permit) or provide a complete energy design as required for a new building. The previous use was "office and storage", I'm not sure that the entire building envelope was ever completed for "conditioned space". 3. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 090919 6/19/08 DISABLED ACCESS REVIEW LIST DEPARTMENT OF. STATE ARCHITECT TITLE 24· . · • ACCESSIBLE SINKS · 1. Per Section 1117B.9, non-commercial k.itchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor spac$ at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. b) The accessible sink shall be a maximum of 6-½" deep. The sink shall be mounted with the counter qr rim no higher than 34" above finish floor. Knee clearance that is at least 27" high, 30" side and 19" underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping,, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. • DRINKIN.G FOUNTAINS 2. Plans shall indicate that drinking fountains comply with Section 1115B.4.6 as either: a) Located completely in an alcove, ?::32" in width and ?::18" in depth. b) Positioned to not encroach into accessible pedestrian ways. 3. The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unobstructed knee· space under the drinking fountain not less than 27 inches in height and 8 inches in depth, the depth measurements being taken from the front edge of the fountain. Additionally, there shall be toe clearance of 9 inches in height above the floor and 17 inches in height above the floor and 17 inches in depth from the front edge of the fountain. A side approach drinking fountain is not acceptable. Se_ction 1115B.4:6· 4. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 1115B,4.6. 5. Note on the plans that the drinking fountain(s) will comp[y with all applicable Title 24 provisions (bubbler heigh~, etc.).· ·:. City of Carlsbad 090919 6/19/08 • GENERAL ACCESSIBILITY REQUIREMENTS • CONTROLS AND OPERATING MECHANISMS 6. Note on the plans that controls and operating mechanisms shall comply with the requirements of Section 11178.6. 7. The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for forward approach (or within 54" but not lower than 9" if side approached). Electrical and communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 1117B.6.3. • SIGNAGE 8. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Wherever basic UBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." 9. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 10. Provide a note on the plans stating that the sign age requirements of Section 1117B.5 will be satisfied. • COUNTERS AND TABLES 11. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1.(counter at lobby) 12. The tops of tables and counters shall be 2.8" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. END OF DOCUMENT City of Carlsbad 090919 6/19/08 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 090919 DATE: 6/19/08 BUILDING ADDRESS: 2251 Faraday Ave. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: III-B BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. T. I. office 45515 34.37 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance I .,.. I Plan Check Fee by Ordinance I ..,.. I Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee ==8 Repeats Comments: D Other 0 Hourly EsGil Fee 1------IHr.@' ($) 1,564,351 1,564,351 $4,433.101 $2,881.521 $2,482.541 Sheet 1 of 1 macvalue.doc + ... '. >'' PLANNING/ENGINEERING APPROVALS DATE ___ u ___ /_;z./c_~c_J_ ADDRESS_-V,_?_0_/--,:......--+-ft/2--~---=--------\~/ RESIDENTIAL RESIDENTIAL ADDITION MINOR . ( <$17,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER·--------=----------- · ;:/ PLANNER __ ____.......,,..__ _ _,,__.,_ DATE _______ _ Docs/Misforms/Planning Engineering Approvals ,,... ... ENGINEERING DEPARTMENT ,..,. FEE CALCULATION WORKSHEET D . Estimate based on unconfirmed information from c;1pplicant. D ing plancheck plan submittal. Cl?:,D ~ CJ) t)' Address: __ ?_7-_~_7 __ -1-_____ ...,.,_ __ Bldg. Permit No .. ________ _ Checked by: ___ _ Prepared by: ____ _ Date: ____ _ Date: ----- EDU CALCULATIONS: List types and square footages for all uses. Types of Use: b K Sq. Ft./Units: {() / '2--· ~ 3 '? EDU' s: EJ---L . ' '=j ----- Types of Use: _______ Sq. Ft./Units: 1-.fv /?, 13 EDU's: ----~ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: _ (j vi-Sq. Ft./Units: /)J.J-JVI-Lv' ADT's: L,°3 / Types of Use:-----~-Sq. Ft./Units: / ~ "?"'>? ADT's: _____ _ FEES REQUIRED: {H.AN ~ '7 n. i, • . WITHIN CFD: DYES (rlo bridge & thoroughfare fee in District #1, red~ced Traffic Impact Fee) 0 NO ~ 0 1. PARK-IN-LIEU FEE FEE/UNIT:. ____ _ PARK AREA & #: ___ _ X NO. UNITS: __ _ =$_,--------- D 2. TRAFFIC IMPACT FEE {iP; .ADT's/UNITS:]..-::? / /{) (Q_ _ =$ £-( / "2--L.,- 0 3. BRIDGE AND THOROUGHFARE FEE (DIS __ DIST.lia--~~ _ ADT's/UNITS:_____ X FEE/AfJ)T";~ = $_~-,-',,~,......_.-- 0 4. FACILITIES MAN.AGEMENT FEE ZONE: ___ 1~_ 6 ~ J :j § 3 UNIT/SQ.FT.: ____ _ X FEE/SO.FT./UNIT: =~ ~ D 5. SEWER FEE ,, .. ,' /- EDU's: 0 , t,,~ BENEFIT AREA: J-/ . 1~. 1-r EDU's: _ __.,:]:,__ __ FEE/EDU: ) ()c::.J lo ~-7 <::,-y_ ,,,--------- X =$ 7 -------/ X FEE/EDU: ~C) 7 lo =$ 1 ~Ito 1-,,1 I D 6. SEWER LATERAL ($2,500) =$ ----0 7. DRAINAGE FEES PLDA. ___ _ HIGH /LOW ACRES: _____ _ X FEE/AC: ·=$ ~ 7 D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE . SDCWA FEE IRRIGATION 1 of2 Word\Docs\Mlsforms\Fee Calculation Worksheet Rev. 7/14/00 • • ,.-; • • ' I \ : \ • ' . . -·. -\ \ 1 ', ·~ ··3{ ~-', .. ·-~·-. ., '1 ·. · 1 ' ... \ < • ) ' . { ~ C){o {) 'l[, ?>-) ~' ~ s--' ~nG , ~--'. ,' . .,. ·'!4: ~ . .! ... ·Cft>'t\. bk:- 3I S-t.· ~ r_·· W v--- 12. 9 J~-fh.~ >. >, >, ..0 ..0 ..0 :i ~ ~ ~ -"'--"'-'-' " " Q) Q) Q) .c .s:: .s:: (.) u u C C C "' "' "' a: a: a: ~DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB09-0919 Address 2251 Faraday Av Planner Chris Sexton Phone "'"'(7"""6'""0..,__) -"-6=02=---4'""'6=2""'"4 _______ _ -ARN: 212-061-04 Type of Project & Use: Tl Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone:§. CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: _) Legend: .~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES O NO O TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: DiscretJonary Action Required: YES O NO O TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO 0 CA Coastal Commission Authority? YES O NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08, Site Plan: [gJ D D [gJ D D ODD ©oo Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ .<lLe-~ 0/6 l-/3b-od-h<51 ~~-s. Parking: Spaces Required d.!f.1 ~hown:265 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments 1) Please show the parking breakdown by use. See attached handout. Please state if there will be any vehicle used in conjunction with the use. 2) Will parking be ~ .... ~.,~~ /j (I)~ ~v_~ . , · eliminated from the construction of the stora e a~A "?;'19J pa,~ ~ lg_.e_ . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUT~::-TE 7 -/(,:;, H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 08-25-2009 Name: Address: TREY POST 445 W. ASH ST SAN DIEGO CA 92101 Reviewed by: ~Ll)O. DEP1' COPY Permit #: CB0909 l 9 Job Name: Job Address: ABBOT: 45,515 SF TI//20,260 SF 2251 FARADAY AV CBAD ..-----------,--,_, ~~, INC~-&w"'Ph~~mttt-ecl...f,er..,re.y~ incomplete. At this time, this office cannot adequately conduct a review to determine com Ji-.-_. ,i:th"1ke~app'f~e'1fc5tle=s->aB_ijz_~~-Please review carefully all comments attached 'Tesu mit the necessary plans and/or specificaticm~changes "clouded", to this office for r · approval. Conditions: Cond: CON0003523 [NOT MET] 1. Building information shall be noted on the title sheet. This information shall include but not limited to, code edition dates, occupancy types, number of exits required and provided, exit width required and provided, etc. 2. When calculating occupant load, numbers shall always round up -there are no partial persons. Make adjustment. 3. Show in exit analysis, show diagonal distance and exit separation. 4. At each exit, show how number of exiting is derived. All occupants shall be accounted for. 5. Re-evaluate fire extinguisher placement. Placement shall comply with the following code citation: Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. 6. Clarify haz mat in Room 1128? Is this a 1-hr control area? 7. Rm 1129 -9 occupants exiting into equiptment yard -can they be rerouted to another exit path - does travel distance allow? 8. Provide a technical report outling all hazardous materials , quantities , locations, MSDS sheets " (NFP A 702 placarding) , processes, etc. 9. All changes shall be clouded on revision sets. 10. Provide documentation indicating County of San Diego, Department of Environmental Health, Hazardous Materials Division has received HMBP (Hazardous Materials Business Plan). Entry: 06/22/2009 By: cwong Action: CO Cond: CON0003618 [NOT MET] 1. Add the following notes: 1. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than I-foot candle at the walking surface. CFC 1006 2. Provide documentation indicating County of San Diego, Department of Environmental Health, Hazardous Materials Division has received HMBP (Hazardous Materials Business Plan). Entry: 08/17/2009 By: cwong Action: CO Cond: CON0003631 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 08/25/2009 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: Tl , INDUST Date of Report: 08-17-2009 Reviewed by:~/))~ Name: Address: TREY POST 445 W. ASH ST SAN DIEGO CA 92101 BLDG. DEPT COPY Permit#: CB090919 Job Name: ABBOT: 45,515 SF TV/20,260 SF Job Address: 2251 FARADAY AV CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003523 [NOT MET] 1. Building information shall be noted on the title sheet. This information shall include but not limited to, code edition dates, occupancy types, number of exits required and provided, exit width required and provided, etc. 2. When calculating occupant load, numbers shall always round up -there are no partial persons. Make adjustment. 3. Show in exit analysis, show diagonal distance and exit separation. 4. At each exit, show how number of exiting is derived. All occupants shall be accounted for. 5. Re-evaluate fire extinguisher placement. Placement shall comply with the following code citation: Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along nonnal paths of travel CFC 906 and 906.5. 6. Clarify haz mat in Room 11287 Is this a I-hr control area? 7. Rm 1129 -9 occupants exiting into equiptment yard -can they be rerouted to another exit path - does travel distance allow? 8. Provide a technical report outling all hazardous materials, quantities, locations, MSDS sheets (NFP A 702 placarding) , processes, etc. 9. All changes shall be clouded on revision sets. I 0. Provide documentation indicating County of San Diego, Department of Environmental Health, Hazardous Materials Division has received HMBP (Hazardous Materials Business Plan). Entry: 06/22/2009 By: cwong Action: CO Cond: CON0003618 ? [NOTMET] ~ 1. Add the following notes: 1. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than I-foot candle at the walking surface. CFC 1006 2. Provide documentation indicating County of San Diego, Department of Environmental Health, Hazardous Materials Division has received HMBP (Hazardous Materials Business Plan). Entry: 08/17/2009 By: cwong Action: CO · RANDALL LAMB 4757 Palm Avenue, La Mesa, California 91942-9252 619-713-5700 PH• 619-713-5701 FAX www.Ra11dal1Lamb.com Mike Peterson Engineers -Mechanical • Electrical • l'lumbing • Lighting Design SAN DIEGO• SAU FRAIIOSCO Building & Development Services Manager City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Subject: Abbott IBIS T.I., Plan Check No. 090919 RL Project No.: SD04613.00 Dear Mr. Peterson: August 17, 2009 I am writing to request your review and approval of a sump pump installation at the Abbott IBIS Tenant Improvement project at 2251 Faraday Avenue. The proposed sump pump installation and related waste piping has been designed to serve mechanical equipment drains only, such as boiler blow-down, relief valve discharge and infrequent drain-down of water storage tanks. At this stage in the design phase, it is not possible to accurately define the existing invert elevation of the below slab/grade building drain line within the building, or the exact depth and width of existing footings and grade beams that the waste line would have to cross under in order to connect with the existing building drain line. For budget and pricing purposes it was deemed necessary to include the sump pump in the plumbing design. If, during construction phase it is found that the new waste line from the Mechanical Yard can, in fact, gravity drain to the existing building drain line and be in compliance with the California Plumbing Code, the sump pump will not be installed. Your assistance with this issue is greatly appreciated in order to satisfy EsGil Corporation's plan check comment relating to California Plumbing Code Section 709.0. Thank you for your time and consideration. Sincerely, James E Scullion Senior Designer c.c. Trey Post, DGA Glen Adamek, EsGil Corporation We measure success by your satisfaction. SM 8/07/09 Michael Peterson Development Services Manager City of-Carlsbad Building Department 1635 P;1raday Avenue Carlshad, OA 92008 Dear Mike, Confirming our telephone conversation on Friqay, August 7, 2009, Abbott requests permission to erect m~tal stud wall, exten'd conduit runs, extend main HVAC ducts and plumbing mains. We have submitted all the documentation for the bullding permit and have responded back to all with . regards to questions that arose on the submittal. We feel that the permit will be issued shortly c;ifter all parties .have reviewed our materials. We are asking this -because our schedule is extremely tight and we would be doing all the work at our risk. Thank you for your understanding. Gerald A. Schacht Senior Project Manager GAS/jj Abhott A Promise for Life ll>,,._. ~GSSI Structural Engineers Calculations for 9053A IBIS R&D Facility Project (Additional Calcu1ations for PC Co1Tections-8-l 2-09) Carlsbad Research Center Carlsbad, CA 92008 DOWLER GRUIVIAN ARCHITECTS 445 West Ash Street San Diego, Ci\ 92101 Phone: 619-685-3990 Fax: 619-685-4077 SHEET / 0 F / A Ti?, /C PROJECT _.c..._..,__p_t_0_1 _~ __ __;;) ______ _ GSSI NO. o/05JA Structural Engineers DATE @/r2-/<Jf vi/,pe,,1-/{ crt Tt:vf Pl½U"-'tt ':,l ;;,-z," \ rt& r~~; { 11 tc ' -1 " Lw P°p: 0,5 t;1,6 W1 ::. co, -~J ro, e ~ w c /.o:; -=-o. 2-f v -:::-0, ?·'1 K > 00 :-:-77-·'1/ r-v-_ 0,7/St.r,\l'J.;:. o.c.-rD.&-=o,lfo .., O,{ G '{ JOO c 1'8 # T W\)\'l..._ (!:i_ Z -ff x & '$1-z~ --·( Q_{{ x ?00 ... f-~) U () ::: _ g # -z.-z_ ~. f,-( 0 p{ (<. [J 1---t /..-'( lAGE ~ ·: ,· No Op!..f F1 Pt> /:i.-:: ""ti/ i,,;. f {p # J;f; rr (/ Y 7 >!f 1( 1-ltt-Tr kB-2 t 'y{? /'( /-11,toN A ;V C /Ye v.: s Air 1-t I lI:··,: _:· n. l V11 J. lAJv!J :: . qytj ti 7 s (p It Job: ______________ _ Raytherm® -Type WH Engineer: _______________ _ Contractor: _____________ _ Prepared By: _______ Date: ___ _ Model: Indoor/Outdoor: ----- Water Heaters ~al Models 181-401 [ Low NOx ) LOWNOx • Less than 40 nanograms per Joule CJ/JIT /'5 4-~, Pf. __ _ EFFICIENT 1 o x 4 ~ ze,c; I • 82% thermal efficiency -highest of any at spheric water heater available today ft-Ul:; :: Zt> THERMAL SHOCK PROOF > Twenty-year warranty against ther up to 150°F differential 1> Maximum operating temperatur. : 210°F LIGHTWEIGHT 1> A floor load of 70 lbsJsq. ft. or less HIGH RECOVERY ~ Cuts fuel costs substantially because the standby and radiation losses associated with other tank-type water heaters are eliminated LOW WATER OPERATING TEMPERATURE 1> Operates with water temperature as low as 105°F without condensing Heat Exchanger • ASME Inspected and Stamped 160 PSIG • National Board Approved • Headers D Bronze -Standard D Glass-lined Cast Iron -Option A-2 • Finned Tubing Controls (cont'd) • High Limit Control. Manual Reset - 200°F • On/Off Switch • Flow Switch • Economaster II Pump Time Delay Gas Control Train D Copper-Standard • Natural Gas Manual Main Gas Shut-off Cock Main Gas Pressure Regulator Redundant Safety Shut-off Valve Control Valve D Cupro Nickel -Option A-3 • • ASME Steel Tube Sheet • • Silicone 0-Rings • • 125 PSIG ASME Pressure RellefValve • • Temperature and Pressure Gauge, • Shipped Loose • Water Connections D Left Hand -Standard • 0 Right Hand -Option A-6 Firing Mode 0 On/Off(WH1) D 2-stage Firing (WH3) Design Certified ANSI Z21.10.3/ CSA4.3 • Two-pass Flow Configuration • Pump -Optional Construction D Mounted, 1/8 HP, 120 VAC, 10, 60Hz Controls • 120V, 60Hz, 1 Ph Power Supply • 120/24V Transformer • 100% Pilot Shut-off/Lockout • Electronic, Intermittent Ignition (11D) Pilot • Front Controls • Stainless Steel, Fan-assisted Burners • PolyTuf Powder Coat Finish • Vent Selection D Indoor Drafthood-Option D-10 D Outdoor Stackless Top - Option D-11 • Base -Optional D Combustible Floor Shield - Option J-1 Catalog No.: 3500.204D Effective: 1-15-08 Replaces: 4-1-05 310lb.s. = = = = = = = = = = Indoor Model Illustrated Temperature Controls D 6-2 Single-Stage Tankstat (100-180°F) D B-3 2-Stage Tankstat (100-180°F) D Y-241 Electronic Sequencer, 1-4 Stages D Y-281 Electronic Sequencer, 1-8 Stages Additional Safety Controls D F-9 Low Water Cut-off Probe D 1-3 High Limit Control, Auto Reset, 180°F D S-1 Low Gas Pressure Switch, Manual D S-2 High Gas Pressure Switch, Manual D D Raytherm -Type WH [ Low NOx } Models 181-401 Model IK! ------------- INLET PUMP COVER !OPTIONAL> {OUTDOOR MODELS ONL YI r J IC> --.--------\-+--'-~f;;;;;;;;;;;;~;;;';,i';;;';;;;';;:;:,:;-;;;;h INDOOR DRAFT 1-1/2' NPT WATER CONNECTIONS Model No. WH-1a1• WH-261 WH-331 WH-401• MBTUH MBTUH Input Output 181 148 264 216 334 274 399 327 40• STACKLESS OUTDOOR TOP 38' 25-112· 3/4 NPT 13-1/4• GAS CONNECTION GAS CONNECTION• Dimensions (Inches) Width Height A C J 1A.1/'1 62-518 12-1/16 22-318 62-718 11-118 25-3/4 63-3/4 10-314 29-1/4 65-318 12-1/2 • Exceptions on WH3 (2-stage-fired) models: -Model WH3-181 has an 18-1/4" gas connection • Model WH3-401 has 375 MBTUH Input and 308 MBTUH Output 3·7/8 21-114• ELECT. CONN Flue Dia. K 6 7 8 9 i. D ·= ·= '= := ,= ·= ·= '= := != t----A----< ·Shipping Weight (Lbs.)-Approx. No Pump wlPump 191 221 214 044 J 234 264 253 283 HEATER RATES OF FLOW AND PRESSURE DROPS Model 10° AT 20° AT 30° AT 40°.dT No. GPM AP (ft) GPM AP (ft) GPM AP (fl) GPM AP (fl) WH-181 30 4.2 NIA NIA NIA NIA NIA NIA WH-261 43 8.5 22 2.2 NIA NIA NIA NIA WH-331 NIA NIA 27 3.4 NIA NIA NIA NIA WH-401 N/A N/A 33 5.2 22 2.3 NIA NIA NIA -Not Applicable HEATER RECOVERY RATES Model Temoerature Rise No. 10°F 20°F 30°F 40°F 50°F 60°F 80°F 100°F Gallons Per Hour WH-181 1794 897 598 448 359 299 224 179 WH-261 2618 1309 873 655 524 436 327 262 WH-331 3321 1661 1107 830 664 554 415 332 WH-401 3964 1982 1321 991 793 661 495 396 NOTE: Ratings shown are for elevaUons up to 5,000 feet for indoor or outdoor installations. For elevations over 5,000 feet, contact manufacturer. Raypak, Inc. • 2151 Eastman Avenue. Oxnard, CA 93030 • (805) 278-5300 • Fax (800) 872-9725 • www.raypak.com Catalog No.: 3500.204D Effective: 1-15-08 Replaces: 4-1-05 /-i--2 u~o Stock ASME Code Tanks (80 and 115 Gallons) fj;Y,@,/1 =llll TANK SPECIFICATIONS & DIMENSIONS PARTNO. - 951119 CAPACITY GALLONS A 8 ,. --.. 115 2"NPT 59-1/4 NAMEPLATE/RATING DECAL ASME IDEN11F1CA110N PLATE Willi SERIAL NUMBER SERIAL NUMBER A-80IL£R REnJRN---..i (FROM BOILER) A-BOIL£R SUPPLY --t---i.. (TO BOILER) ORiett REDRCULA TON DIMENSIONS (IN.) APPROX. C D E F H SHIPPING WT. (LBS) ---" -- 28-1/4 18-1/16 11-1/16 4-3/16 53 385 "RELIEF VALVE" LAB£1. f ?SB MAGNESIUM ANODE (.8-40 0.0. X (2 PLC'S) , . . _:· Wit~ J:'N "SCALD DANGER" LABEL INSULA 110N R-16 Sl&L TANK JACKET "TANKSTAi LA!3EL S~J:~ I~ 3/4" NPT TANKSTAT -rn"~--LABELI ""'9-+--I ·-~~ b -__L E F H£>.TrR l'OUNTEO PRE~-SU'l.E REUEf VALVE & ~ C4TtY.i.:.\'C ,rJ' Oft'7Vll~ ,Jl'eAa.VIJ..Y{ I llll»ICMlrtR OPTIO.'>IAl INTEGRAL PUMP (CERTAIH M00a.S OHl'I') "" 18t-<CD1 ~U-82.1 g"2E.-UlS lAbC~ fig. #8054 Raypak, Inc., 2151 Eastman Avenue, Oxnard, CA 93030 • (805) 278-5300 • Fax (800) 872-9725 Li!ho in U.S.A. Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST -:· / {• I, . , .~-,_ ,·-/ Date of Report: 08-17-2009 I );,,_ • " l "'/ Reviewed by: ·-'-'" / \ Name: Address: TREY POST 445 W. ASH ST SAN DIEGO CA 92101 Pemut #: CB090919 Job Name: Job Address: ABBOT: 45,515 Sf TI//20,260 SF 2251 FARADAY AV CBAD I t INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003523 [NOT MET] 1. Building information shall be noted on the title sheet. Thjs information shall include but not limited to, code edition dates, occupancy types, number of exits required and provided, exit width required and provided, etc. 2. When calculating occupant load, numbers shall always round up -there are no partial persons . . Make adjustment. 3. Show in exit analysis, shovv diagonal distance and exit separation. 4. At each exit, show how number of exiting is derived. All occupants shall be accounted for. 5. Re-evaluate fire extinguisher placement. Placement shall comply with the following code citation: Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along nonnal paths of travel CFC 906 and 906.5. 6. Clarity haz mat in Room 1128? Is this a 1-hr control area? 7. Rm 1129 -9 occupants exiting into equiptment yard -can they be rerouted to another exit path - does travel distance alll)\v? 8. Provide a technical report outling all hazardous materials, quantities, locations, MSDS sheets (NFPA 702 placarding) , processes, etc. 9. All changes shall be clouded on revision sets. 10. Provide documentation indicating County of San Diego, Department of Environmental Health, Hazardous Materials Division has received HMBP (Hazardous Materials Business Plan). Entry: 06/22/2009 By: cwong Action: CO Cond: CON0003618 7 [NOTMET] fi 11-~ i l. Add the following notes: 1. The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. CFC 1006 2. Provide documentation indicating County of San Diego, Department of Environmental Health, Hazardous Materials Division has received HMBP (Hazardous Materials Business Plan). Entry: 08/17/2009 By: cwong Action: CO '"\, "' tGSSI Structural Engineers / Calculations for 9053A IBIS R&D Facility Project (Revised for PC Cnffcctions and New .Mech Units) Carlsbad Research Center Carlsbad, CA 92008 DO\VLER GRUIVIAN A.RCHITE-CTS 44 5 West l-\sh Street San Diego:, Ci\ 92101 Phone: 6 l 9-685-3990 Fax: 619-685-4077 ~GSSI Structura I Engineers Loads: Roof: Dead Load ( DL ) Roofing 1/2" Plywood 2x Framing Insulation Sprinklers Mechanical Suspended Clg. Misc. DL~= Live Load ( LL ) LLI= f DL +LL= Soil Bearing Capacity: Project: IBIS RD Facility Project Engr.: B. Qualls 3.0 psf 1.5 psf 2.5 psf 0.5 psf 2.0 psf 0.5 psf 3.0 psf 2.0 psf 15.0'psf 20.0 psf {Reducible} 35.0 psf SBC= 2,000 psf@ 12" min below grade. (1500psf'1.33) Seismic: Building A Sile Class: Wind Load: Occupancy importance Category Factor JI 1.00 D Response Cs Mod. Factor S05/(R/I) R 2.5 0.321 Ss=1.161 S1= 0.439 Fa= 1.04 Fv = 1.53 S1,1s= 1.20 S1,11 = 0.67 Sheet: GSSl No. 9053 A Date: -et5120W- C, /!t'/z.;;,:J/f' Sos= 0.80 S01 = 0.45 · .. ::.: ... : ...... ·: ·.: .:.: .. : ... :. ·.:.: .: .... :: _:.: ... ::. ·: ... :: ·.· · .... :.-................. : .. .:.:. : ... : .. · ..... :. :.::: .... :. ·. : : .. : ... : : .. : .. ·.: : .. : · .... -: .. : ... : .... : . · ...... :.:.: .:.: .. : ·.: ....... : .. ·: Basic Wind Speed: 85 mph Exposure: C "" ~GSSI PROJECT J" 'f5 I> t:J-f\ ,··er .,,-,,. {;::,,.,,-1r:,-·r Y. .• _ r,.,·(L/:-· ... ,. -,,-;;, ,:ti?-4 SHEET __ __::_&-__ ._._ 9() 5 3A.r GSSI ~10. _.,_I---- DATE _ __;..&..cf-'-!1 !..Lt!;;:_d _$ __ Structural Engineers ENGR G -id uA L.-f ~; Cr·tc u<~ l r:. ·, '2-0 f, ,: ; ., ( -· ··r 1 -~; Ir -~ __ _, ! -t-- R1 W-2 t.l,u"f"'-= i' 1,J-·t-- 'J/, ._I_, !,__\..=·i_-__ _ ~1,__ ___ _;-~· f f (; t. If -, l" (µ-:=-(tG/2 ~ u,;-.r -;;/= i.tof 1-f cH'lrr_,-~f.. Ii.Jr.·-··'--z,..01&0 r# vJ, ::c()/zJ ( 58 -t 1~troh_ 7 71:-t = 2 G, op If [,J1..--= Q <u(?) C 3 ;') ·~ 2fJ O j; ! f P, ::(11,\(7/7) (2i5:l t li'VD/lj ::= ;;~/ F --z_ l~~f.-;. f~J;3Cff# i-: 7-6_,lvG C.,fJr;,_ .. ·. ·. · ...... : ... , .. ·. ·. :.:.: :.:.: :: :·: ::: ,:.:·. ::·.: ·. :. : . :.:: .. :. : :·" .. · .. : ... : ·:. :· :: ... :.,: ... : ···:::·.::··: ... ··:: .. : :: . · ... : .. :.:·:.: .. ·.::·: ·.:.:.· :.:::: . .:.:: . . . ,. . .. . . . .. . .. i-f L +· !-;-;1 _;, \ Structural Engineers Project: IBIS R D Facility Project Engr: B. Qualls Sheet No. {[:JP GSSI No. 9053A. Date: 7/10/2009 Typical Cantilevered Concrete Block Wall ( 2007CBC) Wall Design CBC orDSA? Wallht.,h Wall, l l eff Wall wt. Sos S1 Rp = = = = = = = = I, Importance Fact = Cs= SDSl(Rµfl) = Cs~ min. ;; Cs, min. = Cs, = Fp= c;wp = Mwall Total Mwall Vert. Reinf. Rebar spacing d pn k = = = = = CBC 10.0 ft. 8 in. 7.63 in. 82 psf 0.8 g 1.1 g 3 1.0 0.27 0.03 Trellis load WU 0.29 if(S1>.6g, Cs=.B*S1/(R/l) 0.29 24 psf 1203 859 fl-lbs (Mwall/1.4) #5 24 inches o/c 5.1 inches 0.065 0.301 . " :: h ht. of lrellis above wall Trellis size, 12 x17 WI. of trellis framing = = Trellis lateral load lo lop of wall = Wall lenglh = Load to lop of wall/fl. Vtrellis = ht ol lrelas above wall. = Wall moment al base = Foundation Design Soil Bearing Cap = re = Footing Thickness, FT = Fooling Width, 8 = OTM, w•h'(h/2+FT)+ trellis = OTM~1.5 :: 12 17 O lbs 0 lbs 12 fl. O lbs 1.s rt. O ft-lbs 2000 psf 3000 psi 15 lnche: 3.25 feet 1503 ft-lbs 2255 fl-lbs = 0.900 Resisting Momeni, RM = Mmas = 2343 fl-lbs > 859 Mwall. Okay Wall, wr*ht.+trellis = 820 lbs. Ms = '1901 ft-lbs > 859 Mwall, Okay Fooling, 150-•FT·B = 609 lbs. No. ci(Horiz"R~i~f :.:.;·· :: ... ·:·-:{:: .. :: .. :·:::.:: ... ::.: .. :.::.:::·.: ... ::::: .::··::. ··.·: ... ::.:::.: ... ·: :.: : ... ::::·\~;-;n=e·~~~\vLw~·1/;i='i~'. .... : -~· :. ······1-429 lbs. Horiz. Reinf. = # 5 RM, TFWt·B/2 2323 ft-lbs Horiz. Spacing = 24 inches o/c a::{RM-OTM)/Tolal Wl = 0.57 fl Steel Ratios 3'a = 1.7 < p_v p h = 0.0016 = 0.0017 0.0033 rm fy = 1500 psi Es, steel = 60,000 psi 29,000 k/in"2 Em, mas. = n == ErJErn = Wall thickness = Vert. Reinf. = Horlz. reinf. = Footing Thicknes = FootinQ Width = 1, 125 k/in"2 25.8 B in. #5@ 1 #5@ 15 inches 3.3 feet > .0007. Okay > .0007. Ol\ay > .002, Okay 24 in. o/c 24 in. o/c e = 8!2-a = q, if 3~a < 8 = 1.1 fl. 1662 psf q I. Soil Pn.:ssurc q l = 92 psf q:?: Soil Pressure: ll2 Momeni Fooling, Mfooling MuFooting, Mfootingr1.4 Effective depth, Footing Ku, Mu'12/(phi'bd'·2) p,pFooting As, min@ wall,AsFooling Rebar size, Fooling Reinf = 1571 psf = 1256 ft-lbs = 1758 ft-lbs = 11~5 inche: 11 psi = 0.000176 ; 0.03 in"2 i: = #4 Cantilevered Block Wall w Cl reinforcing.xis ' ~GSSI Structural Engineers Project: IBIS R D Facility Project Engr: B. Qualls Sheet~,.1· Project No. 9053A Date: 6/19/2009 Overturning of the Mechanical Equipment . ~ Ab "5 t1 s, 7 C: a,;> fCJ~ ;ti~ w ;U~ C fl <) N (1 r;. Design Parameters component arnpllication factor spectral acceleration, short period importance factor Component response mod. factor Strength Design: .9D +1.DE Allow. Stress Design: .9D + 1.0E/1.4 SD or ASD? = Allow. Stress Design a=> = Sos = Ip = Rµ = z = h = z/h = 2.5 0.80 1.00 6.0 16 16 1.0 ft. (hi. in structure of poinf of allachmenl), z=O @ grade fl. {avg. roof ht.) Fp ;;; .4*ap..,Sos-Wp*(1+2+z/h)/(Rp/lp}, (13.3-1) Fµ(max) = 1.6*805.'VW;i, (13.3-2) Fµ(min) = 0.3*S05 .. lp .. Wp, (13.3-3} Fv = .2"·So5*Wµ, (12.4-4) Fp = Fµ(max) = Fµ(mfn} = F, = Unit RTU-2 RTU-6 SA-E2B EF3A Cond 1 CH-1 B-1 P-1 BIBO AH-1 AH-2 AH-3 AH-4 0.29 WP 0.91 WP 0.17 WP 0.11 WP Curb Ht. (in.) width 6 3.7 6 3.7 6 2.7 ... .. ... . ......... .. 6 2.0 6 4.0 -7.3 -3.2 -3.0 -3.3 -7.8 -8.0 -6.2 -3.8 Size, feet length 6.0 4.2 5.3 ...... 4.0 10.0 18.6 6.0 6.0 11.0 24.0 25.0 21.8 19.3 weight, height lbs 3.5 1,700 3.0 900 4.0 475 ... . .... .. 2.0 500 6.0 700 8.0 17,000 6.0 4,000 6.0 500 4.5 1,500 6.4 12,400 7.4 13,700 5.5 9,000 3.5 4,900 OTM = Fp*unit heigh!/2 + Fv'wt*unit widlh/2 RM = (.9)*Wt*unit width/2 Fp Fv OTM RM Uplift, lbs ft-lbs ft-lbs 486 194 1,449 2,808 No uplift 257 '103 703 1,486 No uplift 136 .... 51. . .. 412 ......... 571 .No uplift ··-.. 143 57 271 450 No uplift 200 80 860 1,260 No uplift 4,857 1,943 26,549 56,075 No uplift 1,143 457 4,160 5,760 No uplift 143 57 514 675 No uplift 429 171 1,250 2,248 No uplift 3,543 1,417 16,829 43,245 No uplift 3,914 1,566 20,785 49,320 No uplift 2,571 1,029 10,260 25,110 No uplift 1,400 560 3,514 8,379 No uplift ' ... : tGSSI Structural Engineers IBIS R&D Facility "' ....... : .. :.::.:.: .. :.::.:.:::. ·.: .. _._: : ... :..: ... : .. ::. :.:::. : .. :.:: ... :: __ ._. ; __ :.: ·:. ·.::.:. .. : ;·.:..:.:._ :·:.·. 'I. Project Name= IBIS R&D Facility Project Conterminous 48 States 2006 International Building Code Latitude = 33.13 Longitude= -117.28 Spectral Response Accelerations Ss and 81 Ss and S1 = Mapped Spectral Acceleration Values Site Class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.161 (Ss, Site Class 8) 1.0 0.439 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 33.13 Longitude= -117.28 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D -Fa = 1.036 ,Fv = 1.561 Period Sa (sec) (g) 0.2 1.203 (SMs, Site Class D) 1.0 0.686 (SM1, Site Class D) .. : ..... :. =---=·: .. : :.:::;_-.: : . .: .. : .. : . .::.-... ; . ::.:;: .. :.::.: :.: ... :._ . . . : . ·.: ·.: .: : .: : .:: ::.:·:· ·::: ·.:.: .... : . : ....... ·. :.: ... : .. :. .:, ; -: ... :. '_. .: .. :: .... : :. . . : ·... . ·:.: · .. : .. -.... : ........... -· -. . Conterminous 48 States 2006 International Building Code Latitude = 33.13 Longitude = -117 .28 Design Spectral Response Accelerations SDs and S01 S0s = 2/3 x SMs and S01 = 2/3 x SM1 Site Class D -Fa = 1.035 ,Fv = 1.561 Period Sa (sec) (g) 0.2 0.802 (S0s, Site Class D) 1.0 0.457 (S01, Site Class D) i rr-f ' Air=Cooled Series R™ Rotary liquid Chiller Model RTAC 140to 500Tons (60 Hz) 140 to 400Tons (50 Hz) Built For the Industrial and Commercial Markets November 2006 RLC-PRC006-EN I\ I• A A r A ii .•.•... i.,-F u r ,. ................. _ r_ .......... .. . .. ,,-..... _._ ... _ ... __ :r······"" ........... r, ...................... r ....... .. ): 134" ..... :-: __ _ ACCESS SIDE VIEW: ·-·~ .... ---------.. -------'-•.-..................... ~'. ..... . ..! ...... -.. -... _._:, ·····-·-......... .. . "';,'".. .. . ..... .... ...... .. .. ~;---·-........ . r· ........... _ .. _ .... :! ........... _, ___ .... _._··r··--................ , .......... ---·--,,, I (~) MODEL CF-BTFB-16-M-SS ISOLATION DAMPER WITH MANUAL ACTUATOR (_ij) TRANSITION (q) MODEL CF-lxl-200-IPB-SS PRErtLTER HOUSING @ IAOOEL CF-1x1-TSU-14-SS UPSTREAM AEROSOL INJECTION TEST SECTION (ti MODEL CF-1x1-012P-1GB-SS HEPA FILTER HOUSING (f.) MODEL CF-1x1-ASTS-SS MANUAL SCAN TEST SECTION @ 4" NPS DECON PORT WITH VALVE, COUPLER, &: OUST PLUG (fi) 3• HIGH UNIT MOUNTING BASE (I} MAGNE.HELIC GAGE WITH STAINLESS STEEL FlTTINGS, TUBIMG, .. . ISOLATION VALVES, IN-LINE HEPA FILTERS, ANO DECON VALVES APPROXIMATE OPERATING WEIGHT: 1,500 LBS, AT 3,500 CFM AIRIFLOW, ESTIMATED TOTAL sYSTEM PRESSURE DROPS ARE: " W LEAN H" wl 5IRTY ~-camfil \)~~\\~\:J ~o'S~ c,-<.'o~ o.--\ \''il-0 _"7}"\~0, _,i,,,-c,G'- @)~~ lDcmum 1\u,· l1llJ1./ /l'fnw.r.nndifln,,.1:u1n ~0~\\-~o'il- "<~ 'f,o"\ . ..... ·-· ~ .......................... J-... --. . .I 'lllll. 1x2 BAG-IN/BAG-Our FILTER UNIT :;111 ( I t fl1 I ......... --............... 7 ... 1.lltll\'/!Nc; 111.!Mlll 11 P00637 ..... .l.. ___ 1 1lrv. {) IJ C n ; . ····•k•~,¥'"8 ---·-. . .. ....... i A ""r,··-34" 11 r: A ........ ~..,_ 40" F II I ...... --··· .. ~ ........ ~,~ • 'k' •••• ~ •• -•• " 6 i: ii ....... ·r------··. :.__··-··_ --___ [ -. ~ ~ :: ,. L ,. r ACCESS SIDC view· ...... ··~ -·----·· -..... . ________ ,,, ....... __ , <" (Al MODEL CF-BTrB-12-M-5S ISOLATION DAMPER WITH --MANUAL ACTUATOR @ TRANSITION (q) MODEL CF-1xt-2D0-1PB-5S PREFILTER HOUSING (D) MODEL CF-lxl-TSU-14-SS UPSTREAM AEROSOL INJECTION TEST SECTION (t) MODEL CF'-1xl-0I2P-IGB-SS HEPA ALTER HOUSING /fi f.!ODEL CF-1x1-ASTS-SS MANUAL SCAN TEST SECTION (q) 4• NPS DECON PORT WITH VALVE. COUPLER, & DUST PLUG (ff) 3• HIGH UNIT MOUNTING BASE ID MAGNEHELIC GAGE WITH STAINLESS SiEEL FITTINGS, TUBING, ISOLATION VALVES, IN-LINE HEPA FlLTERS, AND DECON VALVES APPROXIMATE OPERATING WEIGHT: 950 LBS, AT 900 CFM AIRIFLOW, ESTIMATED TOTAL SYSTEM PRESSURE DROPS ARE: O.s: W,G, CLEAN 3,0 W.G, OIRlY ~~\\~G ~b..\.. Q ~ C~O":l' ,::,<;,~Q · ~c·amtil @;:E?~ • .,;;g, ~ ~~c>As"~ (0G•1111fil 1'1111 hllp:i /r,Nw,r.c1111li11or, .c.m,, ~0'~'~ 'io'il- 0 ~~ ~a-<. 11111. h1 BAG-IN/BAG-OUT FILTER UNIT !\11111 I .-,r 1 fJHAl'/jfjf; -t-1rn;n11 I< P09637-2 ill V. fl i: I) C IJ ,\ r, ...... ~ .. ~·--·-· ·--···-·-··-·· !l .. _ -·· . 1... ...... ·-··--···-·' ·-·· ···-·--····· . .I.. . ........ -'·-··-··· --···--··--_!_ ...... . Air-Cooled Series R(TM) RTAC Jle,.'lls; CH-1-STD EFF Qly: 1 Tags: CH-1-STD EFF 511 B/2009 12;20:52 PM N --..- IO to "' i..'. w t.: ID tn Q) E C a,-~ 0 E o "iii -~ C fil o .Q E Q) 13 ·-0 ~ o I c J!l cn o ro C U 0: ~ L.... en C OJ C: g ro ;2 2 $ ::i Abbott IBIS ... . . . ............ . ••-• •••••••••••N•HOO'"'' •••••• oOOO•OOO•O• ··=------~----: Cl rl ~ i I ' :a . -~ "' "' 0 N "' ':" ~ ' t,, t .... i ..... :! :·:: .. :, .·.::· .... ! !:_ ! b '------,:.=-=-=-=-=-=-=-=-::..::re=======::::l ~===·=· =====::::ra. TOPSS Dimen~ion Drawing ALU/ Et;HTS ANO l)l,1 EN snr~s ARE /\PPR0X:/,1/\TE. Cl:RT:F:ED PR NTS ARE AV/\lABLE UPO!i REQUEST. s w > w 0 CJ) Page: 2 ' Air-Cooled Series R(TM) RTAC ltel;lls: CH-1-STD EFF Oty: 1 Tags: CH-1-STD EFF 5/18/2009 12:20:52 PM ·. :.: ... ·. : ... : .. : .. .-.:.: ·.:· .. ·.::· -·: ... .-.. : ::. : . :: ::. ~ ..- lD co " (0 ..-(Cl --..-,- ······· ..... ········· . .. -................ . Abboll 181S .. ,J,·· ;'/ I ··:·,.-'· .. ·: TOPSS Dimension Drawing !e H+l--1---,;; "' . "' fd.L 1-1 EL!ITS ANO 01:l ENSDNS A'!E Al'l'ROX}tATE. CEllTFED PRJHS Aile AVA1ABLE Ul'OII REQUEST. s w > 0 z w rage: 4 > r-r-:;: m ti = -; V1 > :z 0 0 :;: m z V1 t;j :,: V1 > "" m > .,, .,, ;::, 0 X ~ -f >~ ;;I tn • en ,-,o rTI =· :::, ::: --i m ~ §· :::, :, .,, SJ "'!!! .... .., 4 =· -f ,E V1 :,,. ;::, ,.,. > < :i> !;' "' r-m C -;;, 0 ~ "' m CJ C m '-" .., 1J "' u:, !I; --------------------------7--------1 -,1811 I I I l[ wnn111Nr. CLUARANCI! PfHN>TIONM. f.U:(41RIC l.Cli:lf; I\IHICl,l:. 11U·:.t1 1·· ---o o o o o o r -----·-:;··-----·--: i 000000 t ;:. i 1 ______ r---'----------------7--:, : :. I 40" I : [ J : : : TUR; REt,IOVI\L t I : : ~LCAl'iA.tJC:': .t.rtr,.r. ____ \ ______________________ --------J t, \tlOPJCat-r,R[JL i' PMHH. i:fl.01 i: !. ~m OUSfhlJC:IIUNS 1;r;c1;u,1.1.5tcor.o ,\n(A mmu·nr:r, F'(Jr. utnT OV!;.\JIOU. 1.1:.1~mlNAHCE, ; : .\.CC:(:.:.s ft.UJt.L MIO :.m I tow Top (Plan} View W1 -near sida W2 • ft1rsidc 108" ------1 Side View i' :: :· W3 -near sldo w-1 •far side Notes: Total W4 I Weight I 16204.0 lb 1. Ulling chains/cables will nol be the same length. Adjust to keep uni! level while lifting. 2. Do NOT rork fir! uni!. 3. Weights are typical for unlls with R-134a charge. 4. Weights are typical for unils without louver panels. lso View 96" ----i n CG 38" 45• Back View tn o;;;-;!?. -. -m ..., ~~an ~ ~ !'? 0 0 -I C'l Q.. fs~;c:~~ ..J.{A_,cn !',l n cii m ~ :t -I ffi" "!i.Ou, ~' m :o "I] ~ :J:l-=i s: CJ s: rn -"Tl :0 "11 ~ i &W\i );, cr cr g tii 1ii ::, := :::-,,, ti ;i( > 7. :::, 0 '-I ... ~ V\ d :;: V, > "' n, ::, .,, "O "' 0 ~-i .;. 0 >-,, -{ tn m en ;.,g "'3 "'11> ...f :I >,ta· M1 :I Oc:, "Om ~l -i lO V, ;; '" > < > ; ;!! rn C: "';l 0 :;,:: "' rn 0 e: m V\ -l "O lll "" ~ .... UNIT SIZE 200TON UNIT SIZE 200TON ~ i MOUNTING LOCATiONS AND POINT LOAD WEIGHTS Total Operating 1 2 3 4 5 6 7 8 g Weigh! 10 2031,0 lb 2106.0 lb 2030.0 lb 210,1.0 u;: 2028.0 lb 2102,0lb WW.0lb 2100,0 lb 1GS,M.0 lb MOUNTING LOCATION AND ISOLATOR PART NUMBER .MAX 1 I 2 I 3 I 4 .:-1 5 I G I 7 I 8 I I I .: I I I I NOTE: Polnl loads nml IOCllilons mo n1ov1dect for customer use only. NO ISOLATORS i\RE PROVIDED WITH THIS CHILLER. I I I :: I I I l ~ . i! !'. j: i\ ,. NOTE: Poinl loads and locallons am provided forcustomci, ~sc only. NO ISOLATORS ARE PROVIDED WITH THIS CHILLER. ;: ;: ' g 10 LOAD Unit Top (Plan} View Control Panel 01 2 0 0 3 40 0 5 6 0 07 8 0 0 9* 10~ 0 • Note: Mounting locations 9 and 1 Dare not used on all units. See table above if applicable for this particular uniL r.n Oli;'~ ~~3'b i'5 ~ !'! 0 0 -I (l Q.. 0 Ill I CtJ C.Oto10..; ~ ~ ~ (/) !':'r:,cnm h.1 :i:: -I ::i. !=:>.om ~z;q:i~ '1J --l "Tl-! s:: Cl ~ rn -"T1 ;o "Tl --! fi I ~ ,\ Er CT Cl := ffi cii ' Dimensional Data Figure 3. Cooling and gas/electric -3-5 tons standard efficiency; cooling and gas/electric; 3 tons high efficiency; heat pump· 3--4 tons standan:I efficiency Notos: 1. All dimensions arn In Inches/millimeters. :i.. 1/l Nl'T Gas Connectlon = r;t_c Models only}; 2" Eleclrlcal Connection: Single Point Power When Heal Installed (T_C Models only.) EVAl'O".@l~.'lf:W,W -.~ ' -=ioa<.en COIL lnat"COtnncLVi,111= 7,.. (Zll.l'J}W..»:'411 Figure 4. Cooling and gas/electric -3-5 tons standard efficiency; cooling and gas/electric -3 tons high efficiency; heat pump -3-4 tons standard efficiency-downflow airflow supply/return -through the base utilities Noto: All dimensions are ln lnches/mllllmulers. 3 518' __J 1,1• _j_ 9 1/4" lS l/2" _j !!2 MM I J5EMM 235MM 3!14 MM I 4- ...•....•.•.. 102~~\.!Jll.t:l_l..'j'fj.;;··i;!" ====~ 24' RETUF.1'/ 6101\11\1 SUPPL:{ rn• 457W,t TBU CO~IDEI ATE 162 I / 11-f!OUGH THE BASE GAS (Y_CMODELS ONLY) 61112· 165MM I RT-PAC023-EN ' Dimensional Data Figure 21. Cooling and gas/electric models -7½, B½ and 10 tons standard efficiency Nctu: All dimensions are In inches/mllllmeters. ' ittiir -1~1\!l,I j Figure 22. Cooling and gas/electrtc -7¼-10 ton·s standard efficiency -downflow airflow supply/return through the base utilities Note: All dimensions are in lnches/mllllmelers. l ,,1- -~ }M -__ I__ ~~!It~ ---~~['~ --~~i"st --,. i=a ... , .... , ...... 170 . .. f .. " ...... ....... ... . · r ··-.. SLPPL Y i ! i Jl" O:JI! lrM :: .. ·· ... · .· .. ·.··.·········· ·····.· ... __ ,. ___ , ___ _ ............... , ........ . .. ·-··············-.. ······················ ··- Rf.PRC023-EN '- TIRANE' Weights Table 143.Maximum unit & comer weights {lbs} and center of gravity dimensions !in.) Tons Unit Model No, TSCD36E1,3,4, W YSCO36El,314,W 3 WSC035El,3,4,W -·-····-.... 4 TSC048E1,3,4,W 6 6 7V, 7'h av, 01/:, YSCD<!BEl,3,4, \V WSC04BE1,3,4,W TSC060E1,3,4,W YSC060El,3,4,W WSC06DE1,3,4,W TSC072E YSCD72E TSC092E YSC092E TSClD2E YSCJ02E TSCI2DE Y5Cl2OE Maximum Model We[ghtsCa) Shipping Net 555 607 589 586 63B 600 1:\36 688 825 898 936 1009 1059 1048 1095 llll 1173 480 532 51'! 511 563 525 561 613 CiB2 755 793 866 916 905 953 968 1030 A l57 165 177 t67 175 181 183 190 228 295 304 358 370 359 371 3B8 403 Corner WelghtsCb) B C 1:!2 137 107 129 145 109 142 156 177 .t:'16 146 147 160 161 173 171 1B7 95 95 113 101 101 115 111 110 114 209 219 252 265 265 277 21i7 283 D Jn7 134 117 ll"I 142 119 125 155 163 115 124 109 12·1 120 132 142 157 Center of Grnvlty (in.) Length Width 31 31 29 31 31 29 31 31 38 40 41 41 41 42 42 40 41 19 19 20 19 19 2D 19 19 24 23 23 22 22 23 23 23 23 10 ----;.'1.o ~----------------------------------------------(a) Weluht5 are appto•lmate. (b) Comer weights are given Cot lnfonnatlon only. I C:IITER oF ll"1.VITT -LEJIGlll -f A:------=G=---J..-="---=--.." cr~i~IW o WIDTH ................ ············· . . . . . . . . . . . . .. . ..... ........ ·.:.:: :_·_. ·.: ... :.: .:. : : ... ::.:·:.:.:. · .. : .. ·~. : .. · .................... ----... . .. ............... -...................... -··-············-................. ····--····· .... ··- "----~------------c CEIJTER OF GRAVITY Table 144,Maximum unit & comer weights {lbs) and center of gravity dimensions (In.} Unit Maximum Model Weights(") Corner Weights!bJ Center of Gravity (In.) Tons Model No. Shipping Net A B C D Length Width 3 THC036El,3,4 566 472 l09 BS 186 92 40 26 YHC03GE1,3,.; G31 344 127 103 20~ 110 39 Z6 4 THC048El,3,4 798 653 155 127 248 123 40 25 YHC048E1,3,4 B69 725 173 145 266 141 40 25 5 THCD60E1,3,4 B23 676 204 74 327 71 41 26 YHCOGOH,3,1 B!J4 7<:B 222 92 345 89 41 26 (a) Weights are approximate. (b} Comer weights ate given ror Jnlormallon only. 174 RT-PRC023-EN ©2008Trane 22-1797-02 15i!AIAA9Wi&IWd4tt913 \ ?dffffiHflfri5MEEH11 W AiJSi&i!l4a&i5P IHH ¥it¥ 4YCY4024A through 4YCY4060A Single Packaged Convertible Gas/Electric 14 SEER 2 -5 Ton, 40 -120 KBTU R-410A Pub. No. 22-1797-02 '\ J_ 25 .:ri · !I I ' ' " ' Dimensional Data --------129:0.it --------i t Eo•tlSJ -----c---- 11/Lcf ' 1~9l !i:l J>-·---,., . .,., T"" - 8 , ,,-rLU, tt!l30 i/ .,,~- I u,.o, l il·l/!J ---· -···---~!! ~=;::::======+;::===~~ '/(I. • ••.• J i.ttt lOP .SIO.E :l~':R or Gn~~-ll 4 Olll~T j ··\·., FRONT SIDE .,,...;,;,.,_,,9;; !9 .. : ::.-·.-_,,. :: ,:.: ::~~'.;grn~:~ J~~!f /rii ...... · .. :,: :--:·:··:::--:·:--::·:,: .. ::.::.·,:. ·: : .. :::·.-. :·,:·:: :·::,:·:.::· --·::: .. :--. ::.---. : .. :: ...... I l:l•1113n LEFT SIDE '··-·--=·· e.o.l 17JIJ7l m: 011 Y·Y ,e_ 23 (2J/J21 urrt.t-1 OH 51nrs or r.aa,nrtch cun nrnnu!is y y A .. J ' " I ' c:) . . . . ) --, SQIIQM ____ SIDE_ 4VCY4D24A through 4YCY4036A (1 of 3) 23 Dimensional Data a 3 . e 1: ---.......__...---· __..,,. :3?d2J -_.,-· .. , ··--··-·····-...... ···-··-·····--. ____ .. .. ....... r,3.IJ:; ..,.--.. ~ 0 G . _; (I -------- FrCCll\l!J,Jtt, !.!t;•tt Ufr~Mitf t'\ltl"4 f]•9f]:'} , : l i tCC',CJH7H ;1.:.: l!Gl I • • • • •-•• • • ; ! .I : U: ---··---·, ........... . :!Ol~C'l l __ ....... _ J.\Ci !i'I•! 7~: :,! ----------····-·-· --... 11rr s=t, !I • f!l .lrH.C; 2} __ IO_r ____ 1_i, __ ,-,i;;,·--···; 241: nni r---..___ ................. .. .......... ... ······ ....... , .... . t 114-~i?.il 294.C-2 [ I I · f: i ! b I I 7 0. ~•j t I , I -' I .ic l r---· -Q(l. :;c- l " -:~; . f, 1-19. =~ - '. ~-7 IE) : 16 l I •11!:>UL: BOTTOM DUCT OPENIN_GS .. ··-.... -----------------· -........ ··------. . . ··--..... __ ~o.v~~ c11iiH '-:,!._~, 011'. H(i~E 11·, ·iJ?J lit(~ Ui flY l?.iC: /?.: \.F.: CC:i-:';EC-(lll 4YCY4024A through 4YCY4036A (2 of 3) 24 -,<'~ 1,3:. 10 '. 7-I I~ I .. . -· ·····-· ..... 11 . Dimensional Data 1)7.; 5 ; ~ -7 t; Q: ~- _BACK DUCT OPENINGS .. ' ' ~ I ~,- ~! ! -.-~ •-.. :l-... ,:-:.:.h • .:! :t~!i if,---'-------!! 1·· : 000 000 0 .:M··· __ _. 000 0 • • 0 0 0 0 ... 0 0 0 ........ ._._.,_._. .. ,. ·.c ... : ... ,:.:.:::'.i ,·-·-,-; X X1 BACK SIDE l 115. S(: ti3 .. f1!3?1 fSU;F~c: ;.R~t.; r:: r.· : : J:: ---------. ·.;..: .,~,- !::. u I r-- ,,,,,r•. ~-X !•=it;:. ::: !::i'i :-; ~:;£Gi :::-:"£",:{'I.·--=~ ' I ;;1_ ; =-; ·-= 4YCY4024A through 4YCY4036A (3 of 3) 25 ::· :) '- Z~. JO lll ,u,; :, IU•l/161 Dimensional Data r" B l i--------15JJ.6J 160·~11£1 i----c---..... -)ll,--1--- ~, + INLCI TOP SIDE A ~=~-= ~:u + UU1L£1 -- \ \ ,., 1~ . ' 11a.S, I !·211l11 <!I-JUI[! \ .... C(lllrn or GRAVI l1 ~75 OS -· J \,_cOIJDtHSAll DRAJ!I fOR 112·~/Bl 19.0 [J/4J f[MAtt UPI FRONT SIDE ·· -.::.-, ....... :.:.-:::: .. :.· .. : --..... .-:.-.L1:Ei:"_:·s,0E :·.:,--,_-__ ·, . .-·.:.:: .... .----............................................................................ . . . .. ' -..... -..... ' .. . . . ---·· ······ ..... -· --·· ..... . .. . ... . . . m11n• y.y ttriti.t liH SID[! ot IlUUHlD• C,llCT ortu1MS y A L y __ t : I ' I l i ! ' BOTTOM SIDE 4YCY4042A through 4YCY4060A (1 of 3} 26 '- 45 7. 20 [ IBJ 11 NS 10[ l Dimensional Data 83.06 ----.... --<"-----~SUPPLY !3·9/:-21 ~.... · B3.06 ---.....__ !J-9/32) · . ~ 3a1.c,o- 115 J II - ;~"-3810D "--. II~) ~-3Z!i.39 C lllSID[l -~ I 12·:ci/321 ~-457.20 113} t lfl510[) ,~4.09 19 · 518 I I II/SIDE I BOTTOM DUCT OPENINGS llCCDll•thD[D S[UIC[ (l[UANC[ ••11•. ,urn o A O.\J.lf(Rl[CDX QJ.C,,, !10£ lO.J , liZ) llll ~IV[ ti:.J DH R,6Hl lll( 9JJ J IJ£,J nor.1 me IOH.! 1"11 CL[ARll1ct ro CW..IU!I ,u,r NAl[IIAL '"'"~ 30110•. V Mt~ !10[ l~ .t It I Lit! SID( 1!1 J IE! Rl{,Ut SIO[ l~! J 1111 rtO\J 51.D[ JO.t & lfZJ TOF !IJ' IJU ·· .. · ....... : .... : .::.:. ·2 4Y···ENTRY-\_::: · .. :: .. ... ,, 359. BO r 14-51321 ,9.:1.o2 I [ll·9j/1€J 175.H li-11:-Zl I OE. •)5 [J-3/1&) I ~:L ~2 !5·7/Sl m.v m1 106!Lf JJ1 J I ··~. .""-POWER HITli Y 34.52 DIA HOLE \. [1·11152) \., U-,1~.,j I (.J-Z3/32i r- \.,.,.GAS LIN[ ENTRY fOR I 2. 7 0 I I/ Z I GAS COHN[Cil(lll N. p. T. 4YCY4042A through 4YCY4060A (2 of 3) 27 ..HIGHT ··slDE Dimensional Data "" J SUPPt I [j-7/161 4~9.02 ll&.07 --~49 02 I 17·1111&1 !OUTS ID[ l [17•11/161 !&·15/1&) IOUTSID[l BACK DUCT OPEMNGS BACK SIDE SJO. &O !20·Ti5J I I fl~ _____ ._. _ .. _._ .. _ .. ::: .. : 1352:54·.::::.---· .. ··.·.: · ·.:·:: .. ·.:':":·:.:· · :.: ... : .. :.:·:.::.::::.:.:: :·::.:: .... :.· .·.::: ... ::: :.~--· rs3·114J m,,., X·X ISUflfAC! AR[AJ Uf'IUl l?JHf[liOJlUrlflDTPL~lt:Hl'llt-t. II[ !GIil MHI 1n. HFROl. toRntn •IIGHJ • ~l'll55 !llll'FIHG TOltt ~Ill r CElll[R r,r Gil<VII I HHIIII, fJ.JO[L ~(IGfll l(l&IIT ~ WI \i( .-3 WJ iGltBS 1G1L6I D { HCt~OJUO,.! 10:61 15 J [IHI SOllllll JS J I 100) £ 1.6 I IJ9l Z96.S 16531 2;e, I ISZ51 JJJ. 5 [11.51 6:!i:.S 121. SI H!.n tll·l1a1 Jl(TJOJU 1120 I 15. I I tt1 I ~& o 11121 1;.E t 101 I &1i ~ IJHJ 29E.2 H;EJ ?JC.:! l~lll JJJ.5 (tl.51 &26.5 121..11 ~-/CIJOSOAI/AJ I 1201 1050.:l (l[-J/61 &2 I I le II 1&. l I 1021 JJ. I 195 l i;_; 11&91 ]Oii.~ (Gltl ,:, •• 15J6} !01.J !IS.al 111.2 l?UI 10ClJ0j!!Ol6 10!51 9H.JJ IJT·llcl 11 I 11101 51 J {11)1 l:;.J {1001 II f {IH) co&.~ 1?5)1 l'lf. I 15:51 J!2 0 !IT.JI 69&.5 l?l 51 •oc,:r,o 11101 I0!0.9J lll·l!Sl 53 9 tro51 U 2 I IQJJ J.1, I 19~ I i. ) {169) )Of.: lfl&J 7J: 1 15J5J 398.8 I I~ l) Ill ? 12, 01 J'IC lfOJ:A IA)IAJ !09fl 15 I t1f1I ~o ! 111,1 1,.~ I 101 I f!~ll~Jf 199.Z lf~9J ?JC.; t5J I J JJJ.! Ill 51 1,98 5 111 ,l 10~0.,J )ll·J/61 JJ(/EOJSA /tJHJ 11101 e1 f I IEOI HJ 110,I ,,., m1 IJ ~ IIHI JOI.E IH~l 1JJ. 1, t5ll l !19.1 !IS ~I IOI, I 111 e1 J'ICl601:0A /A;/AJ I 1101 1050 !3 tt1-:!16l er I t IE I I IE } l re, I JJ. I U5l 16. i 11&91 JO&.; 1&151 ?.!:,; l~!~J ~o I l 115. BI 111 1 r;; o J >OCl60JB 10% I 1050 !J l<t•J/SJ 81 & ! lcO l l& l t 101) J, l UJI iJ 5 ft&Zl JOI 6 16;51 iJU 15311 !19. I I 16 51 70& I Ii l EI JD(/50&0 1120 I IO~o ;J fll•j/j;) a; ; rns1 11 c (HiJ) Jl. l 111) n.1 !IBI !01'.9 16151 H= o f54SI 396.a 11; 11 7 ll. 2 Ho.Ol 4YCY4042A through 4YCY4060A (3 of 3} 28 ' SPEC. SHEET D-201 LR-I OL8 PARKER HIGH EFFICIENCY, LOW NOX DIRECT FIRED HOT WATER BOILERS T1460LR TOT2160LR-PREMIX BLOWER GAS FIRED ;i-' WI FINNED CONVECTIVE SECTION 60 I fr [. (1_ .,-----2LC • f 1 ,. r .,-~/, I l' G,\S lt1Llf'--.SJ'. f •;i=t;: ·.-...., HI 7. Gt.S l.'JLCT POSITIOt\ VARIES ULSEO ON &OllFRTRII.I • l..'l"Nt GAS FW'GUJ ATOR OL'I Or HOOM f,li.t= ~ ;~,~ ·8. -~ ~ f _5,nrf 1 PREMIX ~ BLOWER j : ~ i !------------~ j jTHREAOEtJ~¥ 1¥'--i --LP-.' ~ nn1m~s : " ;tLA · -i~r.,cmoN 1'41!'~.l!ONLY TOP VIEW ~ ~ I I "JO \\R. •-um-u~~~T-._--,-_,_.., _ TEu:>. t. !::AK~;':~i ._ oPr:RA11N~ cONtRo· · J I / PFitssu;=tt " "· ...-~'._ .1 :GAJGi: 7.:._ \ --.' -I ======~,-:'q- CONJHOl.~, \. __ •• $,_, .. / ~'----"T { l t:: -~:l 3HD PAN!:l ..... r: ~ I ::lAHOf,1LlHICUliil.1µL,A-OR • --.,; l 5liQll'.t.l.n:I.J.ll 2HC : f i, -·. ·, ;;, 31:,IA \•:ATJCl,L DUlLET OH (S>J;C<AL OROEFI JIIC:I () T ! ! FRONT dfh¼ '.""': ,.. J_ : I ~~ Gli~::,:::u::::ii=t:_-==-_-c11__,·;__,,'--_______ __,_i ' ·-! --1\V/\---! ·= NO. MODEL NO. -T1460LR' T1730LR (T1995LR)T2160LR A · BTU Input 1000's BTU/HR. 1460 1730 :'-1-990 ! 2160 B ; BTU Oulput (84%} 1000's BTU/HR.. 1226 1453 : 1676 1814 C i Heating Surface so. i'T. l 287 , 343 436 436 1WA i Width ofCabinel Only ( 32 38 38 ! 38 1WB I Width Overall lnclu!:ling Blower -{Bollom/ Side Mounted)" 45 r 50 / 66 : 50 / 66 l 50 /66 1WC t WIDTH of Premix Manifold Beyond Cabinet-(Side Mounted only) IN. t • 17 I 19 ! 17 2LA f Length of Cabinel Only-i 59 73 i 73 2LB i Length Overall (Bollom Mounted/ Side Mounted} l 103 2LC i Header Length less Blind Flanges i 7B 90 ' 90 ~ 76 2LD , Length of Blower Beyond Cabinet (Bollom Mounted/ Side Mounted} 3HA : Height of Cabinet Only (Bollom Mounted/ Side Mounted) IN.: 69 / • ! 71 I GS 71 / 66 ; 71 i 66 3HB ' Height Overall Including Oraf\ Hood (Sid) (Bottom Mounled / Side Mounted) IN.: 1111· ;113t10B,115/1101115i110 3HC ; H.O.A. lnclu. Baro. Damper (Vert./Horiz. Outlet) {Spec, Order) (Bollom Mounted) IN. 97 / 95.: .. 99 f 97 i 101 / 100!1011100 3HC1 "tH.O.A.-Jnclu;·Baro;·Damper (Vert.lHoriz. Outlet) (Spec. Order)'(Side l\toUnted)" ·· · · ····· ···· · ···· ·· ·········· ... IN. . • 94 / 92 ! 96 / 95 ! 96 i 95 4A : Vent Stack Diameter with Drafl Hood (Std) IN. 16 16 i 18 i 18 4B ; Vent Staci\ Diameter with Baromelrlc Damper (Spec. Order) IN_. 14 14 I 16 J 16 I 7A 1 Sid, NaL Gas Inlet Size (Inlet Press.: 7" W.C. Min. 14" W.C. Max.) IN.: 1-1/2 : LPG Gas lnlel Size {lnlel Press.: 11• W.C. lmn. 14" W.C. Max.) IN.; 1-1/2 2 l 2 i 2 I 2 j 2 ; 2 ; : Sta. High Press. Nat. Gas or High Press. LPG Gas 78 I lnfel Size/ Supply Press. 1-5 PSI IN. j 1-1/2 1-112 i 1-1/2 l i-'/2 l ; I 15 i Hot Waler Oullel Size (CL. 150 FLANGED) IN. i 3 4 4 4 15H i Hot Water Outlet Heigh! Fram Floor (Bottom Mounted/ Side Mounted) IN. i 56 /" ; 56/ 51 56 / 51 56/51 16 ! Walerlnlel Size (CL.150 FLANGED)_ ·-·· _ _,,IN..,. . ...,.• __ 3 _ __,. ____ _ 16H ! Water Inlet Height From Floor (Bollom Mounled / Side Mounted) IN_ ! 63 J • ! 4 i 4 : 4 i 64 /59 ! 64 / 59 64 i59 17D I Drain Openings (1" Return Side orBoiler) OuUel Side IN.! 1-1/4 , 1-1/4 l 1-1/2 1-'f2 18/\HPI SafetyRelle1ValveS!ze-125PSl,250"F."H"Code OUTLETIN.: 1-114 i 1-1/4 ' 1-1/4 1-·/4 18ALP i SofetyReliefVolveSlze-S0PSl,25D'F."'H"Code OUTLET IN.: 2 i 2-1/2 2-1/2 2-112 20A j PowerSpeclfications :11sv-1 PHi2ServicesReqd:{1)3PH.6t1J1l5V-;PH 20B . i°Cciiiiriiis (115V-i Phase, 60 Cycle} ! ' 5 AMPS 21 i Blower HP (3 I-'nase, 60 Cycle) Ma;,..··· HP ( l l Woler Capacity GAU 32 i 41 51 51 l J\et Weight or Boiler · ·· ·· LBS. i 2650 i 2870 ' 3380 3380 l Domeslic Crated Shipping Weight or Bailer LBS.; 2850 i 3120 3680 36B0 MINIMUM LISTED CLEARANCES TO 12" 48" 6'' 12" COMBUSTIBLE CONSTRUCTION: Cabinet Sides & Rear Cabinet Top Drafl Hood Vent Connector Bora. Damper Chimney Connector Recommended Clearances !or Access: Inspection Doors 18"; Controls 24"; Eleclrical Panel 30", 3ph (36"); /\dditionat space may be required by Local Codes • T146DLR available in bollom mounted manifold only. •• Widlh I'. gas inlet position may vary based on boiler trim. Due to continuous improvement. spedlicalions are subject lo clmnge withoul notice. ••• -Actual Amp draw is Jess. f DATA AIRE INC. DATA AIRE SERIES Operation and Maintenance Manual Chilled Water 7 ~50 ton Chilled Water Cooled 12.B :~ 15.35 FLANGE {WITH 1" COLLAR)-\ Data Aire Series -Chilled Water 30 ton Upflow with Rear Return 0 -v \ .J,, \ 0 ......... ..... . .. ... ..... ····-··· ...... P£\'IS:t&u: D!:;tPtFTIOU I CJ.ff AFFR'. .. mw r;r.c J -........ \ REfa.R VIEW DATA AIRE DAl/, AIF.E ;co TOIi C\\' t•?f"Lv\11 IJMIT l'nTH P.EAF R£1UPII r-tF DATA AIRE INC. 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CA 9215• tFI : / 1000: i E:~E:::::i::::::::::::::::::::t::"4::ii~o~"m;~~~'ii',~fu,~~\~~fi~fli~~~'f:~"-':::it~~~~~~~el~!!.t:=i 1111c (G19) G71-0IOO l-,-.10..,.0.,.cu.:.., :..C::'H..'.:'."ff.:.'.::..-U.:.:..l_V_ll_'{_V ___ f1_i:_'"'.'H----=l,--t.u;;;11;;,1-,T"A-;;:c,:-------:,,-:ll;-;--_-;3;--------, NO Oo\11: ·---__ REYIS_!9H -OWN APP Abbott IBIS f'" " 9 Pl.i\N VIRW SIDE VIEW ~s;;v, ''f£i/S.,°'-&''70~"""'":7;P~--"-T~;,s,s/Jr' f'-19x34 ii ----------101----------+------------130--------------1 rnr. -~~ i--------------------------2jl-------------------,---------f >111:E!i: COJ.IIJAIIOLIHC p G/5/09 urr, (!) ON£: t:AC/1 •t. !H)O lt:L PRELIMINARY MECHAtllC!\l or,AWING NOT FOR CONSTRUCTION U!if!!1l:. !i" .. Su:11.11r ,-;, r4 • r.,,,11""' .. ,, r!i .. roJr Sid: LS .. Lu .. s,,Jc: D~4 .., tuhl:ac Al,- IU, .. R•lu,ri lut II$ ,.. lh:tr >d12 HS, r Hi~h 5:11., ~.renp,r'j· AU • Af lUt"nu.ar C.C a. Clllllf'IQ C-011 CU • Condtn:1\n~ Unit Q[ • IJ11e::t Cornponttl•11 or .. 1Jt.u1 rtJI, O:t. = u-. Cai CC • £c,111omitct rr. htat rt:\w ru .. r-\"11at• UC • lteat,'f\11 Ca• IC -lttiJirc:tt £wepntat1,c I.IS = ut,._,,., t!tu I-IS • µu1h.1tc 'j,::.u"1ulc1 Ml : IJuttlJCt'IC' Pr• Pl•ttu.,, rim Prr = f'1c:/fina1 f*4tt'f 11L .. Plen1.1m J.IR a.. Prt> ... rlh:1 SC " ntc:~111 CL1I Sf • ~n,,ing troll \,.-• vuo r11w WliES.:.. JOG flAM£: 1, NI o:n-trt1111on, attl "' lntt1ii::, 1,1111e,, otr1er-,i1~ s:1e::1l1tD, 2. ~IJ:.~":.1 ~~== ~~:::::: ~!: ; ~:~· <ii dlhct j Lltl1n1J luu 1u,at1t1U t'l1 rnttntinical dru .. Wlqi urc let taiJIH.,,lutlon on1r, Aclun1 l\111n17 hx:a11an -.;111 ~,,. l,fr;;1e11cf•u:i ~ Cn~11Jy Lte~ Cn1;1itn:c:klg te•lt:•. Abbott IBIS £ER, U-OD-YT a~ 96~1 AtRWA> fiD, SUllE E Cl'M• "" .,, ...... UECIIAIIICAl DRA\\WC 11.ami SAN OIEGO, CA 921~~ • 3500 . , / tDAAWlllC tlAllB Sll-AM-0.d•• 1m.c (519) 671•0100 IJODCL: c•r.rur.;JJ'l"IJ!-FCH-L 1u111r !AG, AH-4 I : : 1 1 J _J JOU NUMBCR: ,l'X,\',l' n.n n. r .J REV1510H I DWti I APP I : j NO,I UAIC ·1 ; ii ' l~!§~FORMANCE CERTIFl£ATE OF COMPLIANCE Part 1 of 3. PERF--11 lPROJEC:T NAME DATE ' IDS Carlsbad Research 09/04/2008 ;PROJECT ADDRESS / 2210 Faraday Ave Carlsbad Buudihg Pennll ti: iPRINGIPAL DESIGNER• ENVELOPE . TELEPHONE I Smith Consulting Architects 858-793-4777 !DOCUMENTATION AUTHOR . TELEPHONE: Checked by/Dale McPARLANE & ASSOCIATES, INC. (858) 277-9721 Enfo=mcnl Agency Use GENERAL INFORMATION DATE Of PLANS jBUJLD!NG CONDITIONED FLOOR AREA I CLIMATE ZONE 1982j 63,348 Sq.Ft. 7 BUILDING TYPE Qg NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTELGUESTROOM ..... _ PHASE Of CONSTRUCTION D NEW CONSTRUCTIOU D ADDmoN !XI EXISTING+ ADDITION/ALTERATION STATEMENT OF COMPLIANCE "fhls Certlllcato of Compllanca lists tho building features and performanc11 speclOcallorni nooclod to comply with TIUa 24, Parts 1 and 6 of tho Cvllfomla C:odo of Ro9ulatlon5, This cortlRcato applfll-l! only to II Building 111Slng tho porformnnco compllanca approach. 111n documenlnl:lon preparer horaby cortlllos tllat tho documonll!Uo s IOOCUMENTATIOH AUTHOR 1s Ttl~ DATE Tirnoth D LaPlante .,, .v-=--"---'·~ 9-o4-o8 .e" Principal Designer hereby cerlifys that 1he proposed building design re sented In this set of cons:tructlon documents is !consistent wl!h the other compliance forms and worksheets, witfl the specifi atlons, and with any other calculations submitted wilh this permit application. The proposed bullding as designed meets the energy efficiency requirements contained In sections 110, 116, ii:h1ough 118, an~ 140. 142, 143 or 149 of Title 24, Part 6. EIIV. LTG, MECH. D O O 1. I hereby affirm that I am eligible under lha provisions of Division 3 of the Business and Professions Code lo sign this document as the person responsible for its preparation; and that I am licensed In the Stale of California as a olvll engineer, mechanical engineer, electrical engineer, or I am a llcensed archltecL DOD I ; 2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or-6737 .3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. !n DD 3. I affirm that lam eligible under Division 3 ofihe Business and Professions Coda to sign this qocument because it pertains lo a structure or type of work described as exempt pursuant to Business and Professions Code Sec!lons 5537, 5538, and 6737.1. (These sections oflhe Business and Professions Code are prinled In full In the Nonresldentlal Manual.) ENVELOPECOMPLIA~JcE·--·--········-.. ····-.......... ···················--········-··········· ...... --··············-············ ..... . Indicate location on plans of Note Block for Mandatory Measures 1--------------------1 Required Forms ENV-1 -=1p=m=N=c1=PA.,..,L'""~=-=N=v=EL;--::O::-::P:-::Ec:D:-::=~SJ""G=Ne=R=---:-N:-:-AM=E-----.,-,,1s=1G=N"'ATURE i Smith Consultin Architects LIGHTING COMPLIANCE jLIC,HO. l DATE Indicate location on plans of Nole Block for Mandatory Measures Lighting ComJ)liance Not In The Scope Of =rttfs-Sabmitta! Required Forms l PRINCIPAL UGHntlli DESIGNl=R • NAME 1 SIGNATURE ' MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Mechanical Compliance Not In the ScoP-_e Of Required Forms This Submittal ! PRINCIPAL MECHANICAL DESIGNER· NAME t ~~ .. ~~_,.-.1c..5 Run Initiation Timo:: Ofil9ffl08 OS:.38;46 Enel!)}'Pro ·U by EnergyScrt Ucer !~umber. 2446 Bun Code: 1220542606 Job Numbor: 3311 Paoc:1 ors I . rt r------··· ·-· ..... . ··· .... ···_!_ ... _ .... ! j i I I PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3. PROJ"CT NAME IDS Carlsbad Research j ANNUAL TDV ENERGY USE SUMMARY ikBtu/sgft~yr) f!il:'..f.lG)' j'.;OMPDNEIIT Space Heating Space Cooling Indoor Fans H~at Rejection Pumps & Misc. Domeslic Ho! Water Lighting Receptacle P1ocess TOTALS: Si;iml.ird -· .. e~s.ign 0.05 I---·--·· .. ----: . 77,37, ; ----·---· · .......... so.rn: ! ; . ... . . ~Eili 0,00 o,oo: '·····-·-· i2.BD! i 83,94i I ··-·, ---···· o.oo; 2&1.90 Percent bet1m then Standard: I GENERAL INFORMATION ----······ Proposed .... : Orr.;ign·.::::, 0.10 -·--.. o.oo . 0.00 0.00, n.ao: 63.91!: ..... ~ .. ~~; 263.15 Cornplla11ce Mllrr/ln ,---:....-..... ·0.0\ 'l.E9: •.•.. --• ~-2 -0.Zf o.rn.i o.u.i; 0.00[ 0.00. 0.00' 0.7~:. { 0.7% oxcluding proteas} BUILDING COMPLIES ' Building Orientation Number of Stories Number of Systems Number of Zones :-·· -·······. ____ jl'/J.li d=fl: Conditioned Floor Area : --·--_G3,3>lil::.:1::. Front Elevation Lelt Etavation i.......... ··········-·--1· Unconditioned Floor Area . ·-···· ···--~;.qn. ..... ........2 Conditioned Footprint A;e3 . . .. ·-····--···----.. __ s'. Fuel Type ... ·····-.... -·· .... ·------ .... Grmrs. Ar:o:i. _Gla5ilUJ Amo O:r:;r;fi . i Nalural Gas: ' l .. -·------ ·•• · • .••• (l:-1) 1--· ... •l,1§1lsqll. ! _ ....... B57;~qtL .Gl~\riu.~i,!fo ! , 20.7%: r-----. ....•......... ..(::) ' '-250' • ' ",P1 ~-45.1% . ... Rear·EJevalion ... · ·. : ..... : .. : ... · .: ............ : :.;: .. :.:· .. : ... : 1~1 .. : ... (.~.::· .. :: ::·~~;;~1::;~ .. :; .. :.;~:.:~ ~~:~~2f ::;;: ·; -.. .-... 0.0%'. Right Elevation .. ·--·-(W) Total Rooi .. _ Standnrc! •. Ughiing Power Densiiy ; 1.2u-J: WiSOIL ; ----~ .......... --. . Prescriptive Env. Heat Loss '. _ ..... i7.7m1'1,11,,1, Prescriplive Env. Heat Gain:.··--673,00imun,.F . .-:.-.. :.-..:-~ ~-. ...:-. .:::-:::.--.:-.-:-·· Remarks: . ~!2G~!ttt1L i --~----s_'i_~~~ ~~l ~ . .._to::~~; -~~i~?±)iqft ;_ _______ 5,:~~2_. :lqft . 2BA;;t! .. " ···----··t _ ·--__ §~,~7~l eqn .... Pro1>0!i£!L ! i . . _ . ___ (~:P:~Q V'l/sqn . 19,253 Btu/I\ ... !!03_:1,).!7 IilUfn-F Run fnitiaHon Time: 09/04/08 08:36:46 Run Code: 1220542606 'DATE . 09/04/2008 ................... -----·-·------··. !PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of3 --IDATE PROJECT NAME! IDS Carlsbad Research 09/04/2008 ZONE INFORMATION Floor Inst. cirL' Allciwod LPD ·Proc. Araa U>D Cril.d/:fi Area j Tnllorod ·Loads svstomNamo Zono Namo OccuoancY TvDo (sqrt.I {W/sf11 (Wfs . 1Wtsfl3 fW/sn4 (W/sf} ., Undefined System 5Undeiined Zom!_ Office 47,B50 o.ooc 4Undefined Zone omca 4,366 O.ODC .. . . 3Undefined Zone OJiico 3,278 o.ooc .. -·-·- 2Undefined Zone Office 4,365 0.00( .. 1Undelined Zone Office I 3,491 o.ooc •, : ' .. .. : -· _;._ ....... ··: •w•-:·-.•;.--} .. _·., .. -.. ---... --~--I . --Nolils: 1, Son LTG-2-C 2. S11t1 LTG--1-C 3. Soc LTG-5-C -1. Seo LTG-0-C lfnm~ nbovii ·mqulm apcci~I tlot:t1menllltlon (llamn mnrl:nd with nsmnsk, uae L TG-2 .c by olhars) (!rt rilhora) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST "£ht local onrorcomonl agency should pay spoi:lal attontlon to tho !toms spoclflod In this chockllst. Thoso !tams raqulro spnclal wrfttenJustlllcatlon and documontatlon, and spoclnl verification to be unod with tho performance approach, Tho loc11l onfori:omenl ag1mcy datormlnos Ula adaquacy of thoJusllficallon, and may rajoct a building or doslgn that othoiwlsa compllos based on tho adequacy of tho spacial justification nnd documontatlon submlltod. . · 1--............. :. _·:.:,·.:·:::.:::.: :.: .. ::: ::·: ·.::.:·.::::. : .. :.:.:.: . :. ·.:. ·.:·.-.:.:. :::: ::::·:::. ·: .. :.::. :.: ..... : : :. ::.:~::·:~.:·: .... : ·: .. ::.: ... ,. :: ... : .. :.:.: ·.:. :: .: . · .. : .. ·.:: _:;·.:·: ::: ·: ,' :.:: -... : ··· .. f-------------------------------------------···-·- Tho 11.::copllonnl foaturan llstocl In this porformanca npproach applli:allon havo spocmcally bosn ravlawod. Adequate wrllton justmcallon and documonmtlon for their use havo been provtclod by tho nppllc:11nt. Aulhotlzod Signature or Stam~ I : :un romation Iime! !.!9£0NQ8 Q8i?€i1§ BYu Codoi 122o§J2906 : ! Eneroy?ro 4A by Enl!IllySon User Number. 2445 Jcb Number: 3311 Pnoo:S ors l ··········· .... ... ___ , _______ ... 'I- /CERTIFICATE OF COMPLIANCE PROJECT NAME IDS Carlsbad Research jOPAQUE SURFACES # Surface I Insulation Act. Tvoe Area U-Fac. 1 Cav. Cont. Azm! Tilt 1 Roof 478511 0,04_91 R-19: R-0.0I 0 0 2 Roof 436f 0.049 R-191 R..0.0 0 0 :3 Wall 404 0.060 Noni>! R-13.0! 248 90 41WaU .2,73~ 0.780 None R-0,0I 248 !;10 Cond: Status Ex!st!gn ! Exlstinu I ~ew Exisffno I Joint Appendix IV Reference 02-A22 D2-A22 15·A1 13-E5 DATE 09/04/200B Location / Comments 5Undefined Zone 4Undefined Zone 4Undefined Zone 4Undefined Zone ····-5 !Roof I 3,276' 0.049 R-19 R-0.0 0 0 Exisllng 102.A22 !3Undefmed Zone 6 Wall 4151 0.780 Nona R•O.O 158 90 c:vr~n"" 13-1:5 !3Undafined Zona 7 Roof 4,365 0.0491 R-19 R-0,0 0 0 Exisllno i02-A22 i2Undefinad Zone a· Wall 30D. 0.0601 None R-13.0 68 l 90 New i15-A1 I2Undelined Zone -·-. re Wall 2,590. 0.780 None R-0.0! 68 ! 90 j Existing 13-E6 '2Undefined Zone 10 Roof 349 0.0491 R-19 R-0.0I 0 ,r· i::vtstrnn 02-A22 1Undeflned Zone 11 Wall i 2.9Bf 0.780 None fi:o.ol 336 90 Ex!s!lno 13-E!i 1Undefined Zone ·J2iWall : 30~ 0.060 None R-13.0 338 90 N"'" 15-A1 1Unde!ined Zone : : ' I .. ! I -: I I I I I : I I I I i I I I I I I l I • II, E, A. n {Nw, e,:istinu, AU:rod, l'lcmovad) iFENESTRATION SURFACES ~ Mom lhM orcquol 1010,000 ,:q.ll. ol tlbl-l:Ullt fan~zlr.'Jon GlllD 1111111 ir.::!LJ:ID n lob el ccrli:ltnlo olU1erl3:luod by NFilC a1 pmv'.:!O a CEC Doroun Lnhlll Corl,ficolu u,lng 1111, ddoull Waci;t;, frcm 6tondnn!> T:iblo 116-Aiind B. C"'1!J\c,if.4 ahJl!I b~ filed In Iha 1::)tl'Jllc::JtG ,m,,l:l orna, d""~ ton1truc:i:o and In !ho blllldm m=ot• cllli;,i ._,., con,lllltllan · j Acl I Cond. Location/ JUIY.E!!-. Ar-ea U"Fac.1 SHGC ~ Azm. Stal Glazino Tvoe Comments 1 IWlndow Rlt1hl 1vv1 84 1.19-0 116--A 0,52 COG 248 Ne1v IPPGMonol!thlcCarfbla 4UndeflnedZone 2 M'lndow Rl!lhl 111v1 449 1.190I 116-A 0.521 COGl 248' New !PPGMono!ith!cCatlbla 4Um.iefinedZona 3 !Window Right (WI 280 1.190 116-A 0,521 COG! 248 New IPPG Monolllh!cCarlbla 4Undellned Zone 4 !Window Rlohl IW1 367 1,1130 116-A 0.52 COG 248 New PPGMonollthlcCarlbla 4UndeflnedZone 5 Window Rlohl (W ! 266 1.190 116-AI 0.52 COG 246 New PPG MonolithlcCarlbla 4Undellned Zone 6 Wlndo1v Right (WI J. 266, 1.190 116-A 0.52 COG 248 New PPG Monoli!hlc Catibla !4Undeiined Zone 7 Window Righi (WJ I 266! 1.1901 116-A 0.52 COG 248 New PPG Monolllhlc Carlbla l4Undeilned Zona n window Rlciht IWl 126' ·1.1901116-A 0.52 COGl 246 New PPG Monollthh:; Caribfa ,4Undeiined Zone g iWlndow Left rEJ ___ 63711.190 116-A 0.52 coG: BBi New PPGMonoli!hlcCarlhla '2UndefinedZono 10 vmdow Len {E} 280 1.190 116-A 0.52 COG: 68I New !PPG MonolilhlcCaribia 2Undefined2one 11 vmdow Len (E) 3B7 1.190 11B·A1 0,52 COG: 68I New PPG MonolllhlcCaribla 2Unde0nedZone .. 12 Jmdow Lert fE\ 266 1.190 116-A: 0.52 COG; 68 New PPG Monolithic carible WndeflnedZone 13· imdow-.. Left .... ·:cg1.,.::·: · .. · ... :.:.:.· ... :2& .1.190 .116-.A;,·.0.52 .. :COG .. .-·:c68 ·· New--~--P.P..G.Monolilhlc CaribJa ... · ·. ·. .:·.:· 2.Undefinecl Zone (1) IJ.lci:lcrrypc: 1111-A Dof:1:,11 Tablo lromSinntlnnl!,, Tlllllo Nl-1 Onlau!I rabl<> ftnm the ACM Mnnual/\ppblUll:t, IIFRC tllblllod volllll. <,) SHGCTypa: 116-ll Dornu.Hol:lo rrc:n S1m1donlo, COG eon:.,,-of =· NFllC Ll!!Jeted Voluo EXTERIOR SHADING I Window I Overhang l Left Fin I Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hgt. Dist. !,,en. Hgt. 1 None 0.76 3.0 28.0 12.0 0,0 0.0 0.0 ! o.o o.o 0 0.0 20.5 0 ---2 Nona 0.76 ! .... 3 None 0.76 I I I ---' 4 None 0.76 7.0 55.2 4.5 0.0 0.0 0.0 0.0 4,5 0 I 0.0 20,5 0 5 None 0.76 7.0 88.0 4.5 0.0 0.0 0.0 0.0 4.5 o 0.0 4.5 0 .2_.. None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 0.0 4.5 0 l l 7 None I 0.76 I 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 0.0 4.5 ___ !1, _ _j None 0.76 I 18.0 4.5 0.0 4.5 0 i .8 7.0 0.0 0.0 0.0 0 0.0 4.5 ...... ; 9 None 0.76 I I ... 110 Non~ ! 0.76 i 111 None 0.76 7.0 55.2 ,i.lf 0.0 0.0 0.0 I 0.0 4.5 0 0.0 4.5 0 ... 112 None 0,76 7.0 3B.0 ' 4.5 0.0 o.o 0.0 I 0.0 4.5 0 0.0 4.5 0 .. : 13 Nona 0.76 7.0 3B.O ' 4.5 o.o 0.0 0.0 0.0 4.5 0 i 0.0 4.6 0 (MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES J 0 7h• proposed l:1Jlldlng 111 In cllm:rtnon•• l lhrouoh 16 ind coni.lns an onda111d :p•c• wllh flonraroa g, .. ttrlltlln 26,0oa tt2. • c•tnng hulght !lftlll!tt'lll•n 15 let~ antt ,n lFO for ooncnl UghUnil at at bu\ OJ! Wll'.2. fl•• 5•.Uon 1,4:l(c}. trlhl• bo:1 l• dlcc~•d, EllV..\-C must ba nn..i out. wh1n oubml!Ung undttlh.l Pruetlpllvo Compllane& Approid!. EnerayPro 4.4 by Enarm-Sort ?age:4ol5 ' r ,-·--·--· --. ---------------------------------- ... ···--·······. ------·· ---. -· ...... . ·-·-.:-- !CERTIFICATE OF COMPLIANCE ENV-1-CI PROJECT f'IA!B5 IDS Carlsbad Research !OPAQUE SURFACES # I Surface Insulation Act. , Tvoe Area U-Fac:. Cav. Cont. Azm. i i i I TIit I I 1 I I ; DATI: 09/04/2008 Cond: I Joint Appendix; Status IV Reference · Location / Comments I ·--- .. .. -... 1 I I ! ! --! ···--! i 1----I -· -·- I t I I I I I I .. I I I ~-~ I -·-I I I I .. I FENESTRATION SURFACES stnn:!ord• Tab!!I I Ill-A and B. C-..a(ll •holl ba lllod in thll co:,lr.lc!cf• pn;lo:;l dfi::U lfurln, r:,nll!U:!lon lln!l lrl lllo lru!J:fna mMD!t<(A onico l!l!J!rc::,n:,tructlon o /AIJ!ll lhlln o: ~lo 10,000 •q.!I. ol J!Url:uill ftll1D'1mi'on ,mm must lndlldc nlnll!ll co!U""1UJ oJa1erJ:ouodl:)' tlfRC orl'f"'lldll b CEC Def£ull l.abd C•rtll'.outa u>ina Uio dolau!tU-foclDn: trom I ······- #ITvoe Act. Cond. I Location/ Area U--Fac.1 SHGC2 Azm. Stat. Glazing T~ge Comments 14iWlntlow Lett H•, 266'. 1.190 116·A 0.52 C00 6B New PPG Monolilhfc Canllla 2Unr.lefmed Zone 15iVIJ!ndow Left 11:,1 270: 1.190 116-A 0.52 -GOG 68 New . PPG Monollthlc Canbla 2Undelined Zone 16 Window Front (N) 437i 1,190 116-A 0.52 COG 338 New PPG Monolllhlc Canbia 1Undelined Zone ·-· 171Wlndow Front {Nl 420 i.19D 116-A 0.52 COG 338 .. New PPG Monolithic CariblEl 1Undeflned Zona i I -· l ! r ==1 I I I i-·-I I I t l , --i -·· I l ......... ,.:,.-:"-·· 1c-·=-~--.c·. ::.-.-.-. ·: .... == .... =--........ · .... ···=···.-.I . ..... · ... ·.····:··:· .. · ·····J .... ::···--·"l.:.·· .. ·1.··:· .. ·.:···.·" ....... , -- ! -11iu-1,::tcrTypo: 111i-A011foun ,ob!o l'n:mlitondotdo, T!lblo Nl-1 Oo!aultTot,!o rinm !ho JICI\I Monu:ilApponat; NFRCln!llllod v11.'uc. (< SHGCTJP•! 11E-8 DolO!l!lTnbla tmmSlru1da:tlr, COGOmiDtalG!nn,, NF!lCLnball,dVolUD EXTERIOR SHADING Window Overhang I# Exterior Shade Type SHGC Hgl Wd. Len. Hgt. LE:ct.RE:irt. 14 None 0.76 7.0 38.0 4.5 0.0 0.0 o.o 15 I None 0.76 ! 7.0 3B.5 4.5 o.o 0.0 0.0 Left Fin Dlst. Len. Hat 0.0 4.5 0 I 0.0 4.5 0 f .. I Right Fin Dist. Len. Hnt. 0.0 4.5 0 0.0 4.5 0 l 16 ;None D.76 I ··-~ 17 lNone 0.76 t l I I i ! I I l I -· -+-·· ' j i ·--! .. ·-·--, -.. II\UNIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACE:$ [] ibo propoHd bulldlng Is L1 climate zcno" 2 thrOUgh 16 :nd ~nlll11S •n oncl~•d •P= wflh flQOt'aru grutorlhnn 25100D JU, 4 ctlllng f1Qf9ht !111'•lfrU1an 15 foo~ ind an LPO rarncnoral Dg~Uog d •I h:ul 0.5 Wln.2. Sec SecUon 1.tl[c}. H lhl• box lscltocktd, E»V-4-C mwt ~• Hll•d cul Whtn 1ul,mllllng undorlhc PtncripUvc Compl!ance Al!pro•o.'i. I : Run lnlt!atiQ[I Tim~; oerofii@ Qaj~S:46 Buo Codei 1220§4Z606 : i Enen.JyPro4A byEneJUYSofl UnerNurnbor:2445 JcbNum!Jor: J311 Peoo;5of5 _, ~ BOILERS PRODUCT DESCRIPTION 125 PSI Hot Water Boilers Power Burner Fired Rite Power Burner Fired Watertube Boilers are found at the heart of better engineered closed-loop heating systems ?II over North America. From conventional space heating to low temperature return systems to industrial process loads, Rite offers 47 basic models, ranging from 480 -12,499 MBH input (11 -300 Boiler Horsepower). These heavy duty, long lasting boilers have been providing heat to schools, commercial buildings, airports, dairies and the automotive industry (to name a few) -Safely and reliably for nearly fifty years. So simple to maintain and operate, Rite Boilers feature complete waterside access so that virtually all scale and mud deposits can be seen and mechanically cleaned during a single scheduled maintenance shutdown. The result - Better fuel efficiency and lower operating cost over the life of your boiler investment. Consider a few of our other standard features: • Floating heads that eliminate pressure vessel cracks and broken welds caused by thermal stress cycling (backed by Rite's 25 year Thermal Shock Warranty). • Top supply and return water connections. • Rugged Heat Exchangers with minimal pressure drop at normal flow rates can also handle the boiler firing under no flow conditions. • Rite's bolted/gasketed headplates that eliminate any possibility of hydraulic explosion in the event that safety devices fail -and you have a better boiler by design. RITE POWER BURNER FEATURES Rite Power Burner Fired Low Pressure Water Boilers must be specified when Low NOx emissions are required or fuels other than natural gas will be used. While Power Burners are more expensive and use more electrical power than atmospherics, they do have one advantage: by controlling the amount of air they use for combustion, Power Burners achieve higher combustion efficiencies than atmospherics -especially at less than full fire rate. •;Jii1i1W=!;•=J•);Ul=t;1@1;J=t•l=J•11!=1ii--i't1Nri•1;@=t•l•1;@,it=r•11!a;~i4 Both use Power Burners to com bust the fuel, but the similarities end there. Forced draft boilers require larger fan motors to "push" the products of combustion out a sealed combustion chamber and into a positive pressure stack. Should a leak develop in the combustion chamber or stack of a forced draft boiler -potentially toxic flue gasses could escape into the boiler room. Rite Power Burner Fired Boilers use smaller fan motors to combust the fuel only. All Rite Boilers are designed to operate with negative pressure combustion chambers and stacks, which means flue gasses are safely under negative draft conditions from the time the fuel is burned until they exit the stack. il!?ae ENGINEERING & MFG. CORP. DOWNEY, CALIFORNIA 90242 PHONE 562-862-2135 FAX (562)861-9821 Rev. 8/2001 ~ BOILERS 125 PSI Water Heating Boilers Models & Ratings/Power Burner Fired STACK / DRAFT REQUIREMENTS • UL listed for use-with Type B Vent when power burner is for natural ar LP. gas fired only. • Type 304 stainless steel lined slack is required when equipped wilh #2 ail ar combinallan gas & #2 ail burner. • Minimum slack height for natural or LP. gas fired burners Is 10 feeL • Minimum height far #2 oil ar combination gas & #2 oil fired boilers ls 15 ft. • The stack should be s4pporled independently of the boiler and an adjustable length section of stack should be installed after the barometric:: damper to alrow for future separallon. All Rile Boilers have internal stack supports to handle the weight of the stack during fnstallallon. • Power Burner fired boilers are supplied with a barometric damper (shipped loose) and a draft gauge Qnstalled) la help set and maintain a draft between -.05" to -.09" W.C. for all fuels and firing rates. AIR REQUIREMENTS Adequate Combustion/Ventilation Air is vital for safe, efficient operation. Refer to the latest edi!lon of the Uniform Mechanical Code ar consul! your local Bullding and Safety Department for specific requirements. Warning: Do not Install in a room that will develop negative pressure without utilizing a properly sized Induced draft fan. ELECTRICAL REQUIREMENTS • A single point 1 or 3 phase supply is required to the burner panel. See separate Burner Price Lists for standard electrical power requirements. NATURAL GAS SUPPLY REQUIREMENTS • Models 48 W • -400 W • 7" w.c. min. to 14" w.c. max. al flow. • Models 120 W • -180 W • 7" w.c. min. to 28" w.c. max. at flow. • Models 200 W • -400 W • 7" w.c. min. to 10 psi max. at flow. • Models 425 W • -600 W • 14" w.c. min. to 10 psi max. at flow. • Models 650 W • -1250 W • 23" w.c. min. lo 10 psi max. at flow. #2 OIL SUPPLY REQUIREMENT • Supply lo oil pump: minimum gravity flow to maximum 3 psi. WATER TEMPERATURES & PRESSURE DROPS • Minimum return water temperature is 135'F (after start-up). Lower temperature return factory options available. • Maximum practicar supply water temperature is 235'F. Higher temperature/pressure Rite Boilers available. • Pressure drop for all models is less than 3 feet of total head. ELEVATION DERATION Ratings given below are for elevations up lo 2000 feet. Ratings should be reduced at the rate of 4% for every 1000 feet above 2000 feeL B.T.U. FORMULA • BTU Output @ 0-2000' elevation = 60 x 8.3 x r T x G.P.M. BOILER Input Nominal Output Heating Water G.P.M. G.P.H. Nominal MODEL MBH MBH Boller Surface Cont!)nt 20'F 100'F Shipping Horsepower Sq.FL Gallons Rise Rlse Weight (lbs) 48 w• 480 384 11 49 21 38 465 1785 55 w• 550 440 13 56 23 44 535 2090 63W• 630 506 15 63 24 51 615 2295 76 w• 760 608 18 75 27 61 740 2550 85W' 850 680 20 BB 40 69 830 2960 sow• 900 720 21 88 40 72 875 2960 105w• 1050 840 25 101 43 84 1015 3315 120 w· 1200 960 2B 115 47 97 1165 3570 135W• 1350 1080 32 131 50 110 1315 3825 15ow· 1500 1200 35 145 54 120 1460 4080 165 w· 1650 1320 39 159 57 135 1600 4335 1ao w· 1800 1440 43 174 61 145 1750 4590 200 w· 2000 1600 47 192 66 160 1950 5100 A150W" 1500 1200 35 160 71 120 1460 4080 A165 W' 1650 1320 39 166 75 135 1600 4335 A180W• 1800 1440 43 190 79 145 1750 4590 A200 w• 2000 1600 47 205 83 160 1950 5100 225w• 2250 1B00 53 230 B9 180 2190 5510 250W• . ,2500 -···· ... 2000 .......... 59 ...... .... 252 . . . .......... 94 -.. --·: ::· · ·,·: 200 ... :.: .. :--. ::: '--~ :.2430 .. : .. : . . .6020--~ ·:~ . ..... 275 w· ... ... 2750 2200 65 273 100 220 2670 6425 3oow• 3000 2400 71 295 105 240 2920 6835 325 w· 3250 2600 77 318 111 265 3160 7240 350 w· 3500 2800 83 340 116 285 3400 7650 375W• 3750 3000 89 362 122 305 3650 8060 40QW• 4000 3200 95 383 127 325 3900 8670 425 w· 4250 3400 101 405 133 345 4140 90B0 450W' 4500 3600 107 428 139 365 4380 9490 475W" 4750 3800 113 450 145 385 4630 9895 5oow· 5000 4000 119 473 151 405 4870 10405 550W' 5500 4400· 131 526 190 445 5370 11220 aoow· 6000 4800 143 574 213 485 5850 12040 A650W' 6500 5200 155 622 240 520 6250 13000 A700W• 7000 5600 167 670 255 560 6720 14580 A750W• 7500 6000 180 722 270 600 7200 15350 A400W' 4000 3200 95 390 160 325 3900 9180 A450W• 4500 3600 107 440 180 365 4380 10000 A5oow· 5000 4000 119 486 195 405 4870 10810 A550 w• 5500 4400 131 535 215 445 5370 11620 A600W• 6000 4800 143 584 235 485 5850 12440 650W' 6500 5200 155 632 250 520 6250 13260 700W• 7000 5600 167 680 275 560 6720 14070 750W' 7500 6D00 180 730 290 600 7200 14890 840W• 8400 6700 200 800 320 650 7800 19890 940 w· 9400 7500 225 900 345 770 9270 20780 1oso w· 10500 8400 250 1000 370 810 9740 21420 1150 w· 11500 9200 275 1100 395 925 11000 22800 1250 w· 12499 9999 300 1200 420 1005 12100 24480 • Add G for nalural gas or propane, 0 for 112 oil or GO for combination gas & l/2 oil. Rev. B/2001 I BOILERS / / .,...- I"-.__ T r I \ \ \ ' ' ,_ 125 PSI Water Heating Boilers Models & Dimensions/Power Burner Fired K !SUPPLY) 0 LOW WATER CUTOFFIS) TOPVIEWffi SAFETY RELIEF VALVE -...... ' ' \ T_;A\. l I I I I LOW WATER CIJTOFFIS} D -1-----'Jc-,A,-------1 _.,, / / STANDAIID EI.Ecntlt:AL A IA PAIIELlOCAllOH ill RIGHT SIDE VIEW ill REAR VIEW ffi • DIMENSIONS ARE IN INCHES• SUBJECTTO PRODUCTION TOLERANCES AND CHANGE WITHOUT NOTICE. CERTIFIED DIMENSIONS AVAILABLE UPON REQUEST. • BOILERS APPROVEO FOR INSTALLATION ON NON -COMBUSTIBLE FLOORS ONLY. & Barometric Damper will be shipped one size smalfer than O dimension for stacks up to 25 feet of vertical height (as shown below In column E), full size (same as b dimension) lor stacks 25 to 50 feet tall and one size larger for stacks over 50 feet tall. Barometrlc Damper Tee by others. & May vary-sizes shown are for UL gas trains al standrud supply pressures. Gas connections can be 111llle or female NPT. All other threaded connections are female NPT. except where noted. th Flanges are ANSI 150 lb. SA-105 raised face. • & Standard right hand conslructlon shown llluslrated above. Left hand conslructlon avallable al no extra charge. & Models 48-375 have hinged burner doors -Do Nol stub electrical conduit up In front of door or run rigid conduit direct fo lhe panel as lhls will prevent access to the combustion chamber. A B C COA D E& F G BOILER H J& Ktl:,. t&i_ N 0 s T MODEL Length Width Height Height Slack Draft Stack Tube Gas Water Water Side Power Drain Head Jacket Jacket Flush Overall Dia. Control Conn. Malnt. Conn. Supply Return Space Burner Swing 48 w· 40 33 54 58 10 gBARO 15 32 40 3/4 2MNPT 2MNPT 10 26 1 20 55 w• 45 33 54 58 10 gaARO 16 32 45 1 2MNPT 2MNPf 10 26 1 20 63 w• 50 33 54 58 10 9BARO 18 32 50 1 2MNPT 2MNPT 10 26 1 20- 76 w• 58 33 54 58 12 10BARO 20 32 58 1 2MNPT 2MNPT 10 26 1 20 85 w• 46 39 68 72 12 10 BARO 18 39 46 1 3 FL 3FL 12 26 11/4 26 90 w· 46 39 68 72 12 10 BARO 1B 39 46 1 3 FL 3FL 12 26 11/4 26 1D5 W* 52 39 68 72 12 10BARO 20 39 52 1 3 FL 3 FL 12 26 11/4 26 120 w· 58 39 68 72 14 12BARO 22 39 58 11/4 3 FL 3 FL 12 31 11/4 26 135 w• 64 3!1 68 72 14 12BARO 24 39 64 11/4 3 Fl. 3 FL 12 31 11/4 26 150 w• 70 39 68 72 16 14 BARO 26 39 70 11/4 3 FL 3FL 12 31 11/4 26 165 w• 76 39 68 72 16 14 BARO 28 39 76 11/4 3 FL 3 FL 12 31 11/4 26 180 W * 82 39 68 72 16 14BARO 30 39 82 11/4 3 FL 3 FL 12 31 11/4 26 200 w· 90 39 68 72 18 16BARO 33 39 90 11/2 3 FL 3FL 12 31 11/4 26 A150 W • 55 46 72 76 16 14 BARO 20 40 55 11/4 4 FL 4 FL 14 31 11/2 34 A165 W * 59 46 72 76 16 14BARO 21 40 59 11/2 4 FL 4 FL 14 31 11/2 34 A18D W • 65 46 72 76 16 14 BARO 22 40 65 11/2 4 FL 4 FL 14 31 11/2 34 A200 w· 69 46 72 76 18 16BARO 23 40 · 69 11/2 4 FL 4 FL 14 31 11/2 34 22s w• 73 46 72 76 18 16BAAO 25 40 73 11/2 4 FL 4 FL 16 31 11/2 34 250 w• .. .. 79 ... 46 .. 12-.. ..... 75 .20 .. ...... 19 BARO ·21····· ···40 7.9 .:· :::.2 ::·: A.F.L· • .:.4F.L-. .. c.16 ... .35 .... . 1.1/2--34 215 w• B5 46 72 76 20 18BARO 29 40 BS 2 4FL 4 FL 16 35 11/2 34 300 w• 91 46 72 76 20 18 BARO 31 40 91 2 4 FL 4 FL 16 35 11/2 34 325 W • 97 46 72 76 22 20 BARO 33 40 97 2 4FL 4FL 16 35 11/2 34 350 w· 103 46 72 76 22 20 BARO 35 40 103 2 4 FL 4 FL 16 35 11/2 34 375 w• 109 46 72 76 22 20 BARO 35 40 109 2 4 FL 4FL 16 35 11/2 34 400 w• 82 57 83 87 24 20 BARO 28 46 82 2 4 FL 4 FL 16 35 2 44 425 w· 87 57 83 87 24 20 BARO 28 46 87 2 4 FL 4 FL 16 35 2 44 450 w• 91 57 83 87 26 24 BARO 31 46 91 2 4 FL 4 FL 16 35 2 44 475 w• 95 57 83 87 26 24 BARO 31 46 95 2 4 FL 4 FL 16 35 2 44 500 w• 100 57 83 87 26 24BARO 34 46 100 2 4 FL 4 FL 16 35 2 44 550 w· 109 67 83 87 2B 24 BARO 37 46 109 21/2 4 FL 4 FL 16 35 2 44 60D w• 118 57 83 87 28 24 BARO 40 46 118 21/2 4 FL 4 FL 16 35 2 44 A650 W • 129 57 83 87 28 24BARO 45 46 129 21/2 5 FL 5 Fl. 16 35 2 44 A700 W' 138 57 83 87 28 24 BARO 48 46 138 21/2 5 FL 5FL 16 35 2 44 A750 W• 147 57 83 87 30 28BARO 51 46 147 21/2 5 FL 5 FL 16 35 2 44 Moo w· 79 67 B3 87 22 20BARO 29 46 79 2 4 FL 4 FL 16 35 2 56 A450 W• 87 67 83 87 24 20 BARO 32 46 87 ·2 4 FL 4 FL 16 35 2 56 A500 W • 95 67 83 87 26 24 BARO 34 46 95 2 4 FL 4 FL 16 35 2 56 A550 W • 102 67 83 87 26 24 BARO 37 46 102 21/2 4 FL 4 FL 16 35 2 56 A600 W • 109 67 83 87 28 24 BARO 39 46 109 21/2 4 FL 4FL 16 35 2 56 650 w· 117 67 83 87 28 24 BARO 42 46 117 21/2 5 FL 5 FL 16 35 2 56 100 w• 124 67 83 87 28 24 BARO 44 46 124 21/2 5 FL 5FL 16 35 2 56 150 w· 132 67 83 87 30 28 BARO 47 46 132 21/2 5FL 5 FL 16 35 2 56 040 w· 116 82 91 95 30 28 BARO 43 54 116 21/2 6FL 6 FL 1B 42 2 69 940 w• 128 B2 91 95 32 28 BARO 47 54 128 21/2 6 FL 6 FL 18 42 2 69 1050 W • 140 82 91 95 34 28 BARO 51 54 140 21/2 6 FL 6 FL 18 42 2 69 1150 w· 152 82 91 95 36 2BBARO 55 54 152 21/2 6FL 6 FL 18 42 2 69 1250 W • 164 82 • 91 95 36 2BBARO 59 54 164 21/2 6 FL 6 Fl 1B 42 2 69 • Add G for natural gas or propane, 0 for 112 oil or GO for combination gas & #2 oil. Rev. 8/2001 125 PSI HOT WATER BOILERS /POWER BURNER FIRED SPECIFICATION & ORDER FORM ~ BOILERS Boiler Capacity The Boiler shall be a Rite Model __ Hot Water boiler with a capacity of __ MBH Input and a nominal output of __ MBH L_Boiler Horsepower). Pressure Vessel The boiler shall be ASME Section IV stamped for 125 PSIG and registered with the National Board. It shall be of the inclined water tube design with 2" non-proprietary straight steel tubes (SA 178 Grade A, 13 Gauge) rolled between two headers (steel drums). Headers shall be free to expand and contract {no stay bolts shall be used) in order to reduce stresses caused by thermal shock. Headers (Water Drums) Both headers shall incorporate bolted-and-gasketed removable head-plates that will completely expose all waterside surfaces for inspection and cleaning when opened. Header flanges shall have drilled and tapped smooth surfaces for easy gasket clean-up and flange maintenance. Flange welded studs shall not be used. Supply and return water connections shall be located at the top of the boiler for ease of installation and maintenance. A flow vane shall insure return water is directed to the lower radiant tubes for improved heat transfer regardless of flow rate. IWS11'1,~W Standard water trim shall include safety relief valve(s) set at 125 psi (or less if specified) and a float type low water cutoff gauge installed near the controls with the proper draft range shown in inches water column. 1::jiji,Mi The burner shall be power type with a blower motor and have air-fuer adjustment throughout the firing range. It shall have a burner mounted panel to house all burner controls including a stepdown control transformer for all three phase burner motors and a manual potentimeter for modulating burners. The burner shall be U.L and U.L.C. listed. Flame Safeguard The flame safeguard control shall incorporate E-PROM memory and be capable of incorporating a message center. Main Flame shall be supervised when inputs are over 2500 MBH. Gas Train -if used The gas train shall be completely piped and wired with a minimum of two main safety gas shutoff valves wired in series. It shall also include a main and pilot gas pressure regulator, each suitable to handle the specified maximum supply gas pressure. Valve leak test cocks shall be provided. High and low gas pressure switches shall be provided for inputs over 2500 MBH. A motorized main safety shutoff valve with proof of closure shall be provided for inputs over 5000 MBH. Oil Piping -if used (manual reset) rated for a minimum of 125 psi service. A high The-oil valve train limit (manual reset} and operating control shall prevent the shall consist of a boiler water temperature from exceeding 24D°F. A pressure minimum of two oil and temperature gauge shall be provided near the hat water safety shutoff valves outlet. An air elimination fitting s_hall be p_ro\/_ic!~c:l~. A wa.~~rflow.. in .series. .. . . ... . ._._ ._ :~:::--·switch is nofrequir~d'ahd tl'iei boii'ersfiall"bi:S-capal:ile"ciffiiin~f ..... ----·-------............... - and brought up to temperature with the system pump off 1:jt@tmffli without damaging the tubes or pressure vessel. The boiler/burner 1%1Mir!il The boiler shall cany a Twenty-Five year thermal shock warranty and a Twenty-Ave year tube erosion warranty in addition to a standard parts and workmanship warranty. circuit shall require only one supply voltage and point of connection. Rile also manufactures weatherproof boilers (shown above). • fflblm¥11:.rn-1 M¼ld In addition to the ASME & National Board Certifications, the boiler shall meet the requirements of CSD-1. The boiler- burner package shall be U.l. listed and labeled with Gordon Piatt burners. Stack Requirements If gas fired (Natural or LP) the bailer shall be recognized as a Category 1 appliance and U.L. listed for use with Type B Gas Vent. If #2 all fired, or combination gas and #2 oil fired , the boiler shall be recognized as a Category 3 appliance and the stack inner liner shall be stainless steel. All models shall be supplied with a barometric damper (shipped loose) and a draft @hi·i&i The following options shall also be required: __ Hinged Headplates {front & rear) __ lnsu[ated Headplates (front & rear) __ 3 X 4 Handholes (front & rear) Factory Mutual approvals Industrial Risk Insured approvals Other (See corresponding Green Price List C for more options) Rev. 8/2001 'fette BO iLERS INSTRUCTION MANUAL FOR UL LISTED OUTDOOR ATMOSPHERIC BOILERS Read Instructions carefully before proceeding with installation Post and maintain Instructions in legible condition Rite Engineeri11g & Mfg Cutµ. Downey, CA 90242 Tef: (562) 862-2135 Fax: (562) 061-9821 ·i INTRODUCTION Congratulations on your selection of a Rite Outdoor Boiler. You have purchased one of the finest boilers on the market today. It is our goal that this equipment gives you years of efficient, dependable service. To get the best results from your new boiler please read this manual carefully. We also suggest you read the warranty policy on the back in order to fully understand its coverage and your responsibilities of ownership. For easy reference this manual has been put together in chronological order beginning with receiving and ending with maintenance. Reading it before you receive your boiler can save you time and money on the installation. Referring to it afterwards can save you from preventable service calls. When your boiler does need parts or service, or you have any questions about the product, keep in mind that your local Rite Representative is dedicated to your satisfaction and will be pleased to answer your questions and concerns. Best Wishes, Rite Engineering & Manufacturing Corp . . . . . . :: .. : . . : .. :·.:.: .:.:::.:·: ·.:; ::.:.::::.:::·: .. : ... : ... :. :.:: :.:::-.::.: ·::.: ·.:. ·;:_ :::: ·:::::·:: : :·. :: ·.:· .. ::. ::::.:.:-:::·:::.: .. ::::. : .. :::.::·:.:· .. : ·.:: .. : : : .. ·:::::::::::::.::·.: :::.:::··· ... ::: .. : .. :::: ::. . . BOILER MODEL(S): BOILER SERIAL NUMBER(S}: YEAR PURCHASED: YOUR RITE REPRESENTATIVE IS: California Hydronics Corporation P.O. Box 5049 Hayward, CA 94540-5049 www.calhydro.com (510) 293-1993 phone (510) 293-3080 fax 1. 2. CONTENTS SAFETY WARNING NOTICES EQUIPMENT WARRANTY NOTICES •..••............. Page number See Below See Below 3. RECEIVING ••••.••••.•••••.•••...••••••••••.•.• ·........... 1 4. STORAGE........................................................... 2 5. 6. 7. 8. 9. PLACEMENT INSTALLATION .............................................................. WATER TREATMENT . ..................................... . START-UP . ..................................................... . OPERATION, MAINTENANCE AND SERVICE . ........ . 2 3 8 10 14 10. HOT WATER SYSTEM PIPING • ... •• • • • • • • • •• • •• • • ••• • 24 11.. STEAM SYSTEM PIPING •• •••••••••• ..... •••••••• ••• • • 26 12. WARRANTY ................... ,. • • • • • • • .. • • • • • . .. • • • • • • • • • • Back Cover SAFETY WARNING NOTICES: Your physical safety and the safety of others is very important. Throughout this manual we have provided safety warning notices to alert you to potential safety hazards. A safety notice will be preceded by: j DANGER I IT MEANS: You CAN be KILLED '?r ?..~.f~J<?_Y~~Y. !-:JURT if : .. : .. : .. ·.·: ::_·.:.:·:: .. :.,_:. ·: .. :·::_:::···:: .. ::: .. ::::: .:·: .. : .. : ... : __ ;:c:.:.: ..... ::_:c :·:.:: .: : ... : ···'yo1.f dori't'fcillovJ"·insfri.ictions: ······ . -· ..... ·········· .. EQUIPMENT WARRANTY NOTICES: When properly installed, operated and maintained, Rite Boilers can easily offer forty or more years of service. Throughout this manual we have provided equipment warranty notices to alert you to potential practices that could lead to premature repairs. An equipment warranty notice will be preceded by: · I NOTICE I IT MEANS: Failure to follow these instructions will void warranty and may lead to premature repairs. RECEIVING 1. Before signing Bill of Lading, check for any signs of external damage. Be sure you have received all the pieces noted on the bill. Boiler stack cap(s),which must be installed on all Rite Outdoor Boilers, are always boxed separately. 2. Offload the, boiler as shown in figure 1 : ----?' ----i 'J D TT Figure 1 (Steam boiler shown) 3. t NOTICE I Place the boiler gently onto a firm, level surface. Hard drops may result in broken refractory. 4. Remove the firebox door attached by (4) 3/8" wingnuts . .. ·················· ..................... . . ,,_,.,,, "" ._ .. :.: _c;,:: .. :.: .. : .. '. .. '.~c{:·::·::c'a'retui'1y ·c~t 'it~~ ~-t~~i -~tf~'pp'i~·g-arouiic1'tiie.burner' tledown" crating and remove. Do not disturb the pilot burner assembly. 4.2 Be sure all the burners are in place. 4_3 Check for any broken refractory panels. Superficial hairline cracks are part of the curing process and considered normal. 4.4 Reinstall firebox door. STORAGE 1. Unless the installation is to begin immediately, it is good idea to tarp l11e boiler. 2. Keep the stack cap(s) with the boiler, otheiwise they may become lost. 3. If a tarp isn't available be sure to take the following precautions: 3.1 Keep mud from caking onto combustion air louvers. 3.2 Keep rain from entering boiler stack(s). 3.3 Leave plastic cap plugs in place and keep debris from entering plumbing connections. PLACEMENT 1. Rite Outdoor Boilers are completely sealed underneath the combustion chamber. They may be installed on "slee ers" or piers {non combustible) as well conventional concrete pads. DANGER If installed on "sleepers" or piers, the same requirements for safe anchoring as listed below apply. 2. I DANGER I This equipment has a relatively high center of gravity (see catalog's "CG" dimension) and may tip over if not placed on a firm, level surface and properly anchored. 0 • •• :.::.: OO _. • • ·:.:. : ••••• :.:.:.:.:·. ·::: .: .:.: : .::· ..:·:: • :. •: • •• :.::: ·:· O O •• • • • • .. •• • ...... :· • :. 0 • •• OO •• ·.:.:.:.:: ·.:::.:. ·: • ._M-_:·:.::: ::. ·:..M·:.: .. • .:. ·. • • • O • •• ••• •••• •• • • •• :.:·. :::·;_ ·.: ::: :. • 0 : .: : •• :· 0 • • :: • .-•• 3. When anchoring the boiler observe the following: 3.1 Consult job specification for seismic anchorage requirements_ 3.2 If in doubt, contact your local Building & Safety Dept. or a qualified mechanical engineer for assistance. 3.3 Refer to catalog for boiler weights, dimensions and center of gravity ("CG") location. 3.4 Anchor plates are by others. 2 PLACEMENT 4. When installing on a concrete pad be sure the pad is big enough in length and width. The current minimum requirement is that the pad must extend beyond the anchor plate hole(s) by at least six (6) times the anchor bolt diameter. FRONT VIEW Figure 2 INSTALLATION Anchor plates Field weld l~_._.i-.7. ___ .,, ---~7/ l __ Boiler stack ; ', I...-....., ,,-·····,. I ' \ ____ .. J \,, ___ ) :._ ______ )JJ i ,J L..;n;1m: f?l»i I LQJ Concrete pad L.Q..i ·-----·------- TOP VIEW NOTE: For typical closed lqop hot water heating system piping layouts see pages 24 and 25. For typical steam boiler piping layouts see pages 26 through 29. . . ............ -~-.. .. . . .... .. . .. .. . . . .. . . ....... .. . .................... -........ . . . . . . . . .......... -········ .............................. . ··· · · · · · ·--······ :r:· · ····-· rn··--mosf cases·tiie-iii-staifaffan \v1ir5e-·carded ··ouf by""i:i" ilc:ifrisecfco,ifracLor· who must pull the required permits before starting the job. 2. The installing contractor must carry out the work according to numerous codes that include Uniform Mechanical Code, Uniform Plumbing Code, National Fire Protection Agency, ASME CSD-1, National Electric Code, etc., all per latest editions. Additional insurance requirements or job specifications may also be required. For example, Section I Boilers such as a Rite WP-50 requires that the piping must be carried out in accordance with 831.1 ASME Power Piping Code. 3. Before a permit to operate the boiler is issued, lhe work permits must be signed off by Building & Safety Inspectors. This process usually insures a safe and proper installation. 3 .. INSTALLATION 4. Two minimum requirements must be followed when installing this boiler to maintain its UL 795 Listing as an outdoor boiler. These are 4.1 and 4.2 as follows: 4.1 CLEARANCE TO COMBUSTIBLE MATERIALS MODELS FROM FROM SlDES VENT ABOVE FRONT· &REAR CONNECTOR W48W -WA200W (Water) W48S-W150S (Low Pressure Steam) 6" 18"* 6" 6" W225W -W500W WA 150S -W500S 18" 48"* 18" 18" WP9.5-WP125 (High Pressure Steam) 4811 96"* 36" 36" *See maintenance clearance in catalog for additional requirement. 4.2 The stack cap(s) shipped loose with the boiler must be installed directly on the boiler stack(s). Do not add any additional stack. Do not substitute another type of cap. Do not modify what is supplied. Install as shown in figure 3: Figure 3 ,1 ' INSTALLATION 5. I DANGER I Boiler must be installed so that products of combustion will not enter an occupied building via open windows, open air ducts or forced air inlet ducts. 6. Be sure to leave plenty of room in front of the boiler and some at the back for tube cleaning and maintenance. Allow roughly the length of the boiler in front (see dimension "H" in catalog) and 24" or more at the rear. 7. Avoid blocking the rear headplate with the return water piping. For boilers with hinged headplates, make allowances for headplate swing. Hinges are installed with removable pins in case headp!ates must be removed. 8. For hot water boilers pipe the.air elimination fitting as shown in figure 4: Probe typo low Relief water cut-off Air elimination fitting: Valve (if used)/ Install automatic air vent Hot water r---~r-. / here or connect to outlet ~----t:-~--.....i'b ,I oveme~d compression type ----------L j -----~·~::J,~ expansion tank .«: -----~~~~Float low ~i··~;,l"1i',:.:f ,::.~~ -1,. water cut-off Front header ~ "1 drain plug ·'--il ""'"'• : 1. , . '~-¼._a ~ __r-.J _ _,.,...,,.J •· i REAR lL -...P...._u ::a ' ~ ,,,,.._ FRON~ ~ ,,...__,,,,.......,. Figure4 . . . ... . . . . . ... .. . : ·.::: :::·.: .. ::::_.:;: _; ·.: .. : ..... ·. ·. : : .. : :·: ::::.:··.:: ._ .. :.:.: .. : .:. : ; :: .. ·::".: ·: ::::.: :·: :: ... :. :.:. ·.: .... : ... :.::: : .. : ·.:. ·.:: ·.: ·.: ::·::.::·.: .. ::: ... : .. : : ·. ·. :· . 9. I NOTICE I Always use dielectric unions or flange kits when connecting copper piping to any Rite Boiler. 10. I NOTICE I A good electrical ground to the boiler panel per NEC is essential for two reasons: Poor grounding may cause the flame safeguard control to malfunction. Stray voltages may cause electrolysis within the pressure vessel. 11. Rite Outdoor Boilers are normally supplied with 18 gauge, galvanized steel jackets with a G90 coating. This finish will provide excellent galvanic pro- tection against rust for the life of the boiler. Avoid scratching the surface or the galvanic protection will be compromised. Use cardboard or other means of protection if it becomes necessary to stand or place things on the boiler. 5 .. INSTALLATION 12. On hot water boilers, always Install the system pump so that the suction side is nearest the boiler hot water outlet. This lowers the risk of air entering the system and does not impose the system head on the boiler. Pressure drop through all Rite Hot Water Boilers is less than 3 feet of water or, 1.3 PSIG. 13. On Rite steam boilers (low and high pressure) the boiler feed pump should be sized to deliver the 'following G.P .M. per boiler horsepower: BOILER INPUT STEAM RECOMMENDED HORSEPOWER BTU/HR LB/HR GPM FEl;O_RATE (1000'$) .. ... 9.5 398 328 .79 10 419 345 .83 12 502 414 .99 15 628 518 1.24 20 838 690 1.66 30 1255 "1035 2.48 40 1674 1380 3.31 50 2093 1725 4.14 60 2511 2070 4.97 70 2931 2415 5.8 80 3348 2760 6.6 --·········· 100"'' -----4185 3450 8.3 125 5230 4313 10.4 . . . . : .... _·.: .. : .. : · .. : .. :.:· :: : :.: ... :.:·· :· .:: ..... :. : : ·:: ::: ::.::. · ..... : : .. :·.-.:::::·::: .... ·.: .. : ·:.:":·:::. ::·:. ·:: .:. :.:::. :· .. _ ·.:.: : ::.:: .... :·:.:.:.: ·. : : . : ·.: .. :· . .-. ·.: ·: :: ·.: ·:.:::·:. :· .. :.::: · ..... . • -•• --• • • Bypass Line Note: Turbine pumps recommended on all the above units due to better performance at low \'olume flow:,. To achieve exact now rates install pump bypass as follows: : ' Pipe , : Useful conversion data: Into return tank : -~ 1~ below waterline~·ori;" • 1 Boiler H.P.= 34.5 LBs of water or : !i/L_. "').. i evaporated per hour and al 212F · • -• ; /If 'r·=~='i:; 11 • 1 Boiler H.P.= 33.475 BTU/hr output Minimum 18 ---:-, u._.jl I -• 1 Boiler H.P. =34.6 LBa ,;;loom/hr upstream of : -----.. I"----"' • PSI to feet head of water: pump suction r···-·····-r ( FT=2.31 xPSI -. : rn·I To Boiler~).-· ' '. ll Throttli~ Valve L ___ )~ Figure 5 6 14. Rite Hot Water Boilers can be firi:1d safely with the system pump off as long as there is water in the boiler and the low water cut-offs are made. A flow switch is not a safety requirement. 15. I NOTICE I Rite Hot Water Boilers must not be operated with return water temperatures continually less than 135° F. Outdoor reset controls must be carefully programmed not to reset boiler water temperatures below 135° F return. 16. Expansion tanks must be installed in all hot water heating systems. Tanks may be compression type or bladder/diaphragm. To properly size these tanks you must know: total system volume; supply & return water temperatures; static system pressure at the boiler; system cold fill setting and boiler relief valve settlng.!NOTICE I Static system pressure at the boiler should be given to your Rite Representative befor~ orderi·ng boiler. 17. I NOTICE I Never let chilled water from a cooling system circulate through the boiler even when the boiler is off line during the summer months. 18. It is a good idea to install a relatively inexpensive water meter in the water make-up line. On closed heating systems it may be the only way to identify system water loss. For steam boilers it can provide a u~eful record of water make-up activity that can help keep a water treatment program on track. 19. It is a good idea to install a flue gas thermometer in the boiler stack 4" above the boiler casing(See figure 6}. Note the net stack temperature (gross minus ambient equals net) in the beginning and if you notice it going up it might be time to check the tubes for sediments or scale. Figure 6 7 INSTALLATION 20. I NOTICE I When pressure testing a new gas line be sure the boiler's main and pilot cocks are in the closed (off) position. If not, downstream gas · valves may be damaged from over pressure. 21. I NOTICE I Many parts of the country experience grave winter conditions. In freezing weather, gas valves have been known to stick open and water gauges can freeze solid even when boilers are operating. Don't ignore local custom: If outdoor boilers are not used in your area, choose an indoor model instead. WATER TREATMENT 1. INITIAL CLEANING/BOILING OUT: Every new installation will have a certain amount of cutting oil, grease, weld slag, pipe dope and other contaminants Inside the system piping. Your particular Job may call out a specific cleaning procedure before the system is put into operation. If not, and you wish to clean the system anyway, you may use the following procedure provided you check first with local agencies regarding disposal into the sewer line. · 1.1 Choose one of the following three chemicals at the proportions given. Preference is in the order shown: Trisodium phosphate: 1 lb. ------: .-: .-.. -. .-.:,.,--_ _._._. _ _._._._= ---='·' -.-.-,,-_ ··=for:~iv,:i"ry:·.so=iianari"s._.iii=:th'f}=-·gy~t~i+f-=' so·di'f:irn":carbonate:·'=116":· ·ror ·· every 30 gallons in the system. Sodium hydroxide: 1Ib. forevery 50 gallons in the system. 1.2 Add the chemical to the system through a bypass pot feeder for hot water systems or into the condensate return tank for steam systems making sure it is well mixed. 1.3 For hot water systems. after filling with water and venting the air. turn the pump and boiler on and run at normal operating temperatures for 3 -4 hours. Drain the system completely and then refill with fresh water. Enough chemical should remain in the piping to make the water in the system slightly alkaline. A pH reading between 7 and 8 is good. n WATER TREATMENT 1.4 For steam systems, operate the boiler for 3 -4 hours at normal operating pressures making sure the feed pump has fed most of the original treated water in the return tank into the boiler. With the boiler under pressure, turn the boiler and feed pump off and completely blow down the boiler and drain the return tank. Refill the return tank from the soft water supply, turn the feed pump back on and make sure the boiler refills to its normal operating level. The boiler water pH reading should be between 7 and 8. 2. CHEMICAL TREATMENT FOR CLOSED HOT WATER SYSTEMS: Your particular job may call out for chemical treatment of the heating system. Generally these chemical blends consist of corrosion inhibitors, scale and pH control. I NOTICE I These products can become aggressive if overfed and lead to leaks where the tubes are rolled into the tubesheets. Most hot water boilers operating In a closed loop system require little or no water treatment. Keeping the system tight by introducing as little make-up water as possible is the best water treatment. 3. CHEMICAL TREATMENT FOR STEAM BOILERS is more complex in that water make-up is expected because the system is generally open. There are three basic components to effective scale and corrosion prevention as follows: 3.1 SOFT WATER MAKE-UP: All fresh water make-up must come through a softener 100% of the time. 3.2 SLOWDOWN: Slowdown the boiler enough to maintain TDS (Total -. :.· .. :. -.. : .. :.: -.···.--.. --.:··,, .... :.:,·.-.:,· .-.:::·--Dissolved :Solids).levels.below 2500. PPM. ,.-Always.-turn.boiler feed pump back on immediately after blowdown (unless preparing for an internal inspection) to prevent leftover solids from drying and hardening inside the pressure vessel. 3.3 CHEMICAL TREATMENT: Use an automatic chemical metering pump to inject the proper chemicals into the boiler feed line. The metering pump should be wired in series with the boiler feed pump and the injection port should be after the check valves and just before the shutoff valve installed al the boiler's feedwater inlet connection. 9 'I ' WATER TREATMENT 3.4 In conjunction with the water treatment company you choose, the following should be checked once a month to be sure your water treatment program is on track: A. TDS levels B. Condensate return analysis C. Water softener D. Amount of (~oft) water make-up E. Blowdown valves F. Chemical metering system G. Electrolysis 4. ELECTROLYSIS can cause major damage to the boiler's pressure vessel. One cause is use of dissimilar metals in the piping (see pa e 5, ara. 9). Another cause is stray voltage due to electrical problems. NOTICE There should be zero (0) voltage present (AC or DC) between the boiler and up to 30 feet of piping from the boiler's inlet anti outlet to what you know to be a good earth ground. As little as 300 millivolts can cause severe electrolysis. 5. ETHYLENE GLYCOL: Rite Hot Water Heating Boilers are compatible for use with a mixture of ethylene glycol and water up to a 50% concentration. Because glycol has a lower specific heat and therefore lower thermal conductivity than water, keep in mind the fallowing deralions of boiler output at percent of glycol concentration: at 10% concentration derate boiler output by 5%; at 30% concentration derate output 17% and at 50% concentration derate 25%. Note that glycol deration and elevation deration are not cumulative; use only the greater of the two derations when : .. · .. : ... :::·· .. ·· .·.:·.-·applicable;:::Minimum--50 PSIG operating.:pressure-is:-recommended·for all··.:.:.:.-.. ::: .. Rite Hot Water Heating Boilers used with glycol. START-UP 1. Verify that all installation permits have been signed off by inspectors prior to start-up. 2. I NOTICE I Boiler start-up should be performed by qualified boiler technicians only. 10 1-.J .i:. ,--:·i ..,_,r Fresh water Make-up LEGEND Waler meter ;::i,1 Pos live shut-oH 1' •· (ball) valve Rite 'Hot Water Boiler , Recommended Piping Diagram for Clase Loop Featu~ing Compression Expansion Tank Hook-up and System Options ,, ____________ ... ----,\\ ;'_ .• -::::-:Elevated compression} ' I~ ' , .': ·I \ expan5ion tank / '2nd Boiler r··----------sup~ly water ;l j l \ ~ ... _______ .,,, Reduced Principle (R.P.} \ ll / --···r. bacl:flow preventer 1: • ... :_: _ _,?·-,, \ i: ' :\t: : ! q ,:: .. ~J=. -----~;1,~~l~:: :;?j-'>-~--,-'"" ~ s • ---~ ~D ., ,,. ( .A ~-L··1 ,; '' ,--.. --.I ______ ~-FRO NT =.:~. 0 L.w<... .... ___ -rr· ,I:'( I ----... ---· ch • [ ...__ __ • ...:.·7 T'""",,-. --' _,;;.·-1 .'.J~.> ----I ..-c• ~ ; ;.!:1. ft,F.l -------.--:;~ i r.~· ._, -u ·~-a -~-,. ,:~ --r-, H;i ...-::;::=,..- : 13 l~f~g.~ ..... . ~::.1-... -:.~- · -........ ~----11 t ; l; . .,-.-1 .. , ·- i !? !(QI ; I I : ;)"';;:-----.._\ ~ i I : :1 ---~1t I:;..-...... :i ... ·:s i. 'r""·"', I ~1 -1-1~ : ; t% ):-:--£ ... : ~ .. it.~ .. ~-;t i i,t:tI, : [' """"' : _,.,, Q r-: . ...,.-, --~ -"~~1 • ~~ : : OJ ·~4 • .. ...... ~?-: ~ .... i t :-.: ~ fr-11 ,-::::'?;,;i~/f!J--· Wye strainer · r-::-; e : :i-::tf ,..,.,/,ff~~ Jf:"/' -,-._ f I ! :"ii:, .. ~i,dl .-;::~·f@?.ft· . ,,,;) "7::,\.1 /, ., .,-·;_:, ...,-Byi;ass pol : l, 1°17: n~ 11 /~~~ "'~-~.,.-. ...-:-~,,. ,. .!ti, ]. i• ,, \ ·-·' ) ~ feeder ~ · §!Jtf ·· -·,c..,<; er~· -~" , ,. ,,,. / ~ ··'s:;il/l; I'!' ?'Jii,,e,, .,.• ,,,,.-, ,,., ---·--,, -.".\ ··--m~H~:. .~ .. ~~~_;......... ~:",.,..;i .,,; ,(_ __ , ,._..,,, ..,~· • ..;:it~~··"., ;, ~ • (i#,fJ?._. d~··..,,.i1 r:..-.,.,.,.-~ ~-··, -!:;:!~.,;-··,.-• .,,,,..-~., • .,,.,, • -~ System pump : • ........ ·-...-:: ~ ,: l;r':,..... ,:\i,o-,..,...,.. { .. ..1 . '··· ... 1·· ,,fl<':.,,,< .,, ~ ' ; ; •........... ,<JI :: r11-........ ~.. • ,:,,-:::] From low waler cul-off To system :; REAR ···,,,J. ,.,,,.-;!';~·..-' .-·· 7 Three way mixing valve with balancing ~:".;,-.• _ / valve In bypass (If used) required ""' , \'\ ./ where return water temperatures<135F c. Pressure reducing ~, .. 1 fill V3lve (J Thermometer ., ... ,,-:,..' P re~sure gau;ie ,;j, Union or flange Sys:em options :: :: •, ''L ,._ / • .. ,~.: ''-··-tt ~--..... ~ ,:,t, ~. ;~,-""..,.,. I ..... . . >..,, ~~ ~ ' Fn;m system Floor dram "' Balancing valve (used where two lloflers are piped in series lo a common syslem punp) Figure 11 ~ l,J •JI t:~·1 ._,. fi-J ;:<i : I ii! ,: ., ii :: Rite Hot Water Boiler ;'. Recommended Piping Diagram for Closed Loop. Featuring Bladder/Diaphragm Expansion Tank Hook-up ; : Automatic D :i air vent ·: Natural gas Supply \ ~~ ----... ····· J, ''\. Reduced Principle (R.P.{ Air separator .i,. ,':----------~~ _...[>:::!~· o ,;I;.._ . Automatic backfiow preventer j: "-.._; :~, · -· : · , .. ·----tr·--_ _::>r--air vent sys em i • . _ • ----• i,; ...,,,,; .. _--_,,,_ : . ------------...---!!t .. . ~ t'• _........ -~ ,..!f~ '-JJ:,; \ To t : . : -... _ ~"'l'l'?--• .,. • . : pump I ,~,_ __ ; \/a!a!,t--·· l I 7~,.;-,jj·• _s): ··~-· .... 4f~;? 1... ... ,.,:.,:;;;.--• ~~_:;:\ ~- Fresh water -~ .. 1.};;: -~ '·7 -;:;:"' .. ·-...;ilJ#-1 ---___ _. --.~:;::::---~, ·. __ ___,_ .... ~ ... ,•I, t;-":-0 •\-• ::!.,., -:r1-•:..~ 7, f/\ ,i:f'":l"~, •• : ! ....... _.... ,..,,.._:;:;;,;,-',., / make-up ',-,--,.Jjl:r·~' ~~"j I ., . '"·"" ---. ,,-,, G t d . -:::;· r · . 1· ~ -··· ·,.. --..... -.--':":"~ ...... as ra e . . . : ; .~: i.' ;,·? ~ ~ :.; :: :: i~ ,:r"'V.. ~?--;~l~~:::f:::·:::~.~ ............ ; shut-off j : : ~ ; : .. •-.. I;, · "" valve ::-··,Kt,1 /~ : 9' 11 ,~~;~, li i: , '• 7f ~ /·':!. .-· ::· . p ___ ,.. , ~· To floor ..,.. ! ;<·<.._;,t: •· · --.. _..... !i ,: :, ./ drain Front header ' . ·-:,:: ··-.. ; • . .. ,~1 / {. ...., ,. .,:;:-~- drain plug · · ,,1 ·•.; : .-, :=@"-.;!:!;) I i: ··\ --~·,:: : : l ........ -~:~·--it ., ~:~~~ !:.:, REAR [~~:,.~, .. -~~~·· ; i l-·<:.;:~:·j~~1::::!5f)J~~ )•-r::::::-;, r-,,~ to;"'· , ;~ -~ ... ..,.t'(:.--;· --• ..J ., ..... ,,,.....""'--ii~-: ~s ~j:~Z:~-.d 1,>~f} ,;;}~.::.,,.-·::;;.~.:::::> .; , • ., •.. -... ·~--· ·-.~\,;·,..··j;,:"·' ,/ .. ;..,-,•:,,,,• ~ Ono leg FRON;,. :1,;;;-:.~'.;.--. ,b.EGEND Water meter Positive shut-off (ball) valve Pressure reducing fill valve Thermometer ., ·1_~;~:J~ f ii"\_ To Floor drain :~ladd;r/dlaphragrn : : expansion tank Union or flange ;· Figure 12 ~ .., -, • TRANE' Installation Operation Maintenance Series R Air-Cooled Helical Rotary Liquid Chillers Models RTAC 140-500 ton units {60 Hz) RTAC 140-400 ton units {50 Hz) January 2006 RT AC-SVX01 F-EN © Amcricnn Stnndard Inc. 2006 -TRANE. 2 NOTICE: Warnings and Cautions appear at appropriate sections through- out this literature. Read these carefully. · &. WARNING: Indicates a potentially hazardous situation which, if not avoided, could result in death or serious injury. &. CAUTION: Indicates a potentially hazardous situation which, if not avoided, may result in minor or moderate injury. It may also be used to alert against unsafe practices. CAUTION: Indicates a situation that may result in equipment or property- damage only accidents. Important Environmental Concerns! Scientific research has shown that certain man-made chemicals can affect the earth's naturally occurring stratospheric ozone layer when released to the atmosphere. In particular, several of the identified chemicals that may affect the ozone layer are refrigerants that contain Chlorine, Fluorine and Carbon (CFCs} and those containing Hydrogen, Chlorine, Fluorine and Carbon (HCFCs). Not all refrigerants containing these compounds have the same potential impact to the environment. Trane advocates the responsible handling of all refrigerants-including industry replacements for CFCs such as and HCFCs and HFCs. Responsible Refrigerant Practices! Trane believes that responsible refrigerant practices are important to the environment, our customers, and the air conditioning industry. All . . . . . .. . . ...... . . . . ... .. .technicians .who. handle refrig!:!ra.!1.t~_.IJIY.~t P..e -~!3_ctlfi.e.d. The :Federal Clean . ........ ... ·········· .................. Air Act (Section 608) set;·f~rth the requirements for handling, reclaiming, recovering and recycling of certain refrigerants and the equipment that is used in these service procedures. In addition, some states or municipalities may have additional requirements that must also be adhered to for responsible management of refrigerants. Know the applicable laws and follow them . .&. WARNING Contains Refrigerant! System contains oil and refrigerant under high pressure. Recover refrigerant to relieve pressure before opening the system. See unit nameplate for refrigerant type. Do not use non-approved refrigerants, refrigerant substitutes, or refrigerant additives. Failure to follow proper procedures or the use of non-approved refrigerants, refrigerant substitutes, or refrigerant additives could result in death or serious injury or equipment damage. RTAC-SVXD1 F-EN e TRANE. Table of Contents General Information ............................................................................................. 7 Literature History .................................................................................................... 7 Unit Identification -Nameplates ............................................................................. 7 Unit Inspection ....................................................................................................... 8 Inspection Checklist ............................................................................................... 8 Loose Parts Inventory ............................................................................................ 8 Unit Description ...................................................................................................... 8 Installation -Mechanical ................................................................................ : .... 28 Installation Responsibilities ..............•.......................•................•........................... 28 Nameplates ........................................................................................................... 28 Outdoor Unit Nameplate ....................................................................................... 28 Compressor Nameplate ........................................................................................ 28 Storage .................................................................................................................. 29 General .................................................................................................................. 29 Location Requirements ......................................................................................... 29 Setting the Unit ........................................•......................•....................................• 29 Isolation and Sound Emission ............................................................................... 36 Noise Considerations ............................................................................................ 37 Foundation ............................................................................................................. 38 Clearances ............................................................................................................. 38 Unit Isolation and Leveling .................................................................................... 41 Neoprene Isolator Installation ................................................................................ 41 Drainage ................................................................................................................ 41 Evaporator Water Piping ........................................................................................ 41 Evaporator Piping .................................................................................................. 41 Entering Chilled Water Piping ................................................................................ 42 Leaving Chilled Water Piping ................................................................................. 42 Evaporator Drain .................................................................................................... 42 Evaporator Flow Switch ......................................................................................... 42 Evaporator Water Pressure Drop RTAC 140-250 Ton ......................................... 43 Evaporator Water Pressure Drop RTAC 250-500 Ton ......................................... 44' , .. : :.: ... ,, .... ·:::·.:::· ... :,.:. · .. · ..... ::: :.:, .. , v&-~}:i-;~:-::~-~: ,~:~2rv~1 ;;;:::·:·::·:~:-:·:::·:'.::~~~:::·::-~:-:·::·::·::::·:·::·:·::::·:::·:·:::~::·:::::::::·:: :·::::::::·::::::-:: .... · · Freeze Protection .................................................................................................. 46 Low Evaporator Refrigerant Cutout and % Glycol Recommendations ................. 46 Procedure .............................................................................................................. 46 Important ............................................................................................................... 47 Specials ................................................................................................................. 47 · Installation -Mechanical Remote Evaporator Option ................................................................................ 49 Line Sizing ............................................................................................................. 53 Liquid Line Sizing Steps ........................................................................................ 54 Example Liquid Line Sizing .................................................................................... 55 Suction Line Sizing Steps ...................................................................................... 56 Example Suction Line Sizing .................................................................................. 56 Suction Accumulator Sizing ................................................................................... 57 Example of Suction Accumulator Line Sizing ........................................................ 57 Piping Installation Procedures ............................................................................... 57 Refrigerant Sensors ............................................................................................... 58 Refrigerant Pressure Relief Valve Venting ............................................................. 58 RT AC-SVX01 F-EN 3 4 Li& TRANE' ~ Table· of Contents Leak Test and Evacuation ..................................................................................... 58 Refrigerant and Additional Oil Charge ..................................................... ............. 60 Refrigerant Charge Determination ........................................................................ 60 Oil Charge Determination ..................................................................................... 61 Installation -Electrical ........................................................................................ 62 General Recommendations.................................................................................. 62 Installer-Supplied Components ............................................................................. 75 Power Supply Wiring ............................................................................................ 75 Control Power Supply........................................................................................... 76 Heater Power Supply and Convenience Outlet (Packaged Units Only) ................ 76 Water Pump Power Supply .................................................................................. 77 Interconnecting Wiring ......................................................................................... 77 Chilled Water Flow (Pump) Interlock .................................................................... 77 Chilled Water Pump Control ................................................................................. 77 Alarm and Status Relay Outputs (Programmable Relays} ..................................... 78 Relay Assignments Using TechView .................................................................... 79 Low Voltage Wiring .............. : ............................................................................... 79 Emergency Stop . .... .. ..... ..... ................ ................... ....... ..... ... ..... ....... .... .. . . .. ... ... .... 79 External Auto/Stop ................................................................................................ 80 External Circuit Lockout -Circuit #1 and Circuit #2 .......................................... .... 80 Ice Building Option ........................ ........................... .............................. .............. 80 External Chilled Water Setpoint (ECWS} Option................................................... 81 External Current Limit Setpoint {ECLS) Option ..................................................... 81 Chilled Water Reset (CWR) .................................................................................. 82 Communications Interface options....................................................................... 84 Optional Tracer Communfcations Interface .......................................................... 84 Lon Talk Communications Interface for Chillers (LCI-C) ........................................ 84 Operating Principles ........................................................................................... 86 Refrigeration Cycle ............................................................................................... 86 Refrigerant R 134a .... ............... ......... .............. ....... ... ..... ....... ... ......... .... ... . ...... .. . .. .. 88 ... , .. ,: .. : .. .-.. · ........ · .. · ·_ ---. ·. · ·· ......... g~~::~!!~:~d\f~G·~~ci-/~/::~:-:~:~::·:::·:-::::::-:·::·::-:·::~::·:-:·::::~-:·:·::·:·::~::::·:::::::·:·:·:·::·::::·:::·:-::::::::::::: · ~-~----· Expansion Valve.................................................................................................... 89 Evaporator ...... .... .... ......... ................. ... ............. ... ..... .............. ........... ........ ... .. ... .. . 89 Oil System ............................................................................................................ 89 Controls Interface............................................................................................... 91 CH530 Communications Overview...................................................................... 91 Controls Interface................................................................................................. 91 DynaView Interface .............................................................................................. 91 Key Functions .... .. ..... ............... ................. ... .. ... ................... ... .. ...... ..... .... .. ..... ... .. . 92 Radio Buttons ....................................................................................................... 92 Spin Value Buttons ............................................................................................... 92 Action Buttons...................................................................................................... 92 Hot Links .............................................................................................................. 92 File Folder Tabs .................................................................................................... 92 Display Screens ...... ... ...... ........ .. ................................ ..... .. ........... ..... ....... .... ... . ..... 93 Basic Screen Format . .. .. ... .. ............. ...... .. ..... ........ ... .. ... .. .. ... ... ..... ........ .... .. . . .. . . .. .. . 93 Front Panel Lockout Feature ................................................................................ 94 Front Panel Display During Cold Ambients........................................................... 94 RTAC-SVX01F-EN Table of Contents Modes Screen ....................................................................................................... 95 Chiller Screen ....................................................................................................... 101 Compressor Screen .............................................................................................. 101 Refrigerant Screen ............................................................................................... 102 Setpoint Screen .................................................................................................... 103 Diagnostic Screen ................................................................................................ 104 Power-Up ............................................................................................................. 105 Display Formats .................................................................................................... 105 Units ..................................................................................................................... 105 Languages ............................................................................................................ 105 TechView .............................................................................. , ............................. 106 Minimum PC requirements to install and operate TechView ............................... 107 Unit View .............................................................................................................. 107 Compressor Service View .................................................................................... 109 Status View .......................................................................................................... 11 0 Setpoint View ....................................................................................................... 113 Diagnostics View .................................................................................................. 117 Software View ................................... : .................................................................. 122 Binding View ........................................................................................................ 123 Replacing or Adding Devices ................................................................................ 124 Software Download .............................................................................................. 124 lnstructions for First Time TechView Users ......................................................... 124 Diagnostics ......................................................................................................... 126 Legend to Diagnostics Table ................................................................................ 126 Pre-Start Checkout ............................................................................................. 137 Installation Checklist ............................................................................................. 137 Receiving .............................................................................................................. 137 Unit Location and Mounting ................................................................................. 137 Unit Piping ............................................................................................................ 137 . : .. · ... · ...... : .. ·.:,.: .... :: ·.= = :: , .. , .. : ........ :, ..... ·,.~1:~W~t:':'~~~'.~~ :::·::~::~~-: :·:-::·:'.·::::-:·:::·::·:·:~:-:·:·::·::·:·:::::::·:::~·:·:::~::::·:~:-:·:::·::~ :·::: :·::-:: ::: : :::-~: :: :~ :: ::·:: '.: :: . ~ ;: . Unit Voltage Power Supply ................................................................................... 140 Unit Voltage lmbalance ........................................................................................ 141 Unit Voltage Phasing ............................................................................................ 141 Water System Flow Rates .................................................................................... 142 Water System Pressure Drop ............................................................................... 142 CH530 Set-Up ................................................................................................... : .. 143 Unit Start-Up Procedures .................................................................................. 144 Daily Unit Start-Up ................................................................................................ 144 General ................................................................................................................. 144 Seasonal Unit Start-Up Procedure ........................................................................ 145 System Restart After Extended Shutdown .......................................................... 146 Unit Shutdown Procedures ............................................................................... 147 Temporary Shutdown And Restart ....................................................................... 147 Extended Shutdown Procedure ........................................................................... 147 RTAC-SVX01 F-EN 5 .., f, TRANE" Table of Contents Periodic Maintenance........................................................................................ 149 Weekly Maintenance .............................................................. -............................. 149 Maintenance Procedures .................................................................................. 155 Refrigerant and Oil Charge Management............................................................ 155 R134a Field Charging Procedure ......................................................................... 156 Factory (initial) Refrigerant Charging Procedure .................................................. 156 Field Refrigerant Charging Procedure .................................................................. 156 Adding charge: ..................................................................................................... 157 Charge Isolation in the high or low side of system.............................................. 157 High side charge isolation procedure: ................................................................. 157 Returning unit to running-condition: ..... ............................................................... 158 Low side charge isolation procedure:.................................................................. 158 Refrigerant Filter Replacement Procedure .......................................................... 159 Lubrication System.............................................................................................. 159 Oil Charging Procedure ........................................................................................ 159 Factory (initial) Oil Charging Procedure ................................................................ 161 Evaporator tube replacement.............................................................................. 163 Compressor Replacement ................................................................................... 163 Unit Wiring ...................................................................................................... :.. 165 .. : ... : ..... : ... ·.:.: .. " : ....... ·. · .. ::: .. :.::.:·: .. : .. .-.-:._ ::·:::::::. · .. : ·::::. ·::.::: ... : .... :::.:::: :·:::·;·::::·:·:::.: .. :.: .: .:: . ::.: .:. ·:::·.: :· :·. ·.:: .. :: .. : .:·.::: ··::.:·.:·:··.:.::. ····· .. 6 RTAC-SVX01 F-EN General Information Literature History RTAC-SVX001-EN (December 2000) New manual. RTAC-SVX01 B-EN (September 2001) New manual describes installation, operation, and maintenance of RTAC units and the remote evaporator option. RTAC-SVX01 C-EN (February 2002) Revised manual includes additional RTAC units to size 500 tons, new installation and maintenance material, and expanded CH530 diagnostics. RTAC-SVX01 D-EN (July 2003) Revised manual for new evaporator design for 2 compressor units. Design Sequence HD and later. RTAC-SVX01 E-EN {July 2004) Revised manual for new evaporator design for 3 and 4 compressor units. Design Sequence JO and later. RTAC-SVX01 F-EN (January 2006} Revised manual for new control panel design. Unit Identification -Nameplates When the unit arrives, compare alt nameplate data with ordering, submittal, and ship- ping information. A typical unit nameplate is shown in Figure 1. 0 0 I ~~ I SEffl&.l.l!l.!lillW LJ I :rm !lE 1,1g I I I SEl!IE5 R I IIOOEL NU\ltEI I 1111 Cl(f ~ l4llC O.C. REC OOAl. AATEII VOL= ~ ~~ 'e/lJ> YDLT--i'C HZ PH VA I lacn :'c=JD1c=J nr UJUZAl]Off IWIC£ oun.ET I 7=CJCJc:JCJ I I~ ~ ~1--~ 1c:J~LJLJLJ --~LT __ LJ . : .. : . :. ,:.:.: .: :.:.:::: ... :. :.:· ::: ·.: .. ::.:.:.:.: ::·:-. --,~,-.. ID3CJc:Jc:J ···· au iCJU!S-······c=:iG.',1. ~, ll=:=J3c:::JCJCJ cxt2CJIBS CJG.',1. ~, 1D3CJCJCJ ll::::J3LJLJLJ llESlCII PllESSURES .M:JI ~CJ ~CJ ~~· WIN MAAICED DeSlia. l'SIO CJ l!l!lll!!l !!!,1gS RlR #Hf RalalE COHl) I I I I (1) HACR TIP£ CB flEQUJIED Ill' NEC ==--=---..:ina~~=u...~ =:ma..:~~====-====-===~ n..,_~--~ .................. -... au. 0 0 Figure 1 Typical Unit Nameplate RTAC-SVX01 F-EN 7 8 General information Unit Inspection When the unit is delivered, verify that it is the correct unit and that it is properly equipped. Compare the information which appears on the unit nameplate with the ordering and submittal information. Inspect all exterior components for visible damage. Report any apparent damage or material shortage to the carrier and make a "unit damage" notation on the carrier's delivery receipt. Specify the extent and type of damage found and notify the appropri- ate Trane Sales Office. Do not proceed with installation of a damaged unit without sales office approval. Inspection Checklist To protect against loss due to damage incurred in transit, complete the following checklist upon receipt of the unit. • Inspect the individual pieces of the shipment before accepting the unit. Check for obvious damage to the unit or packing material. • Inspect the unit for concealed damage as soon as possible after delivery and before it is stored. Concealed damage must be reported within 15 days. • If concealed damage is discovered, stop unpacking the shipment. Do not remove damaged material from the receiving location. Take photos of the damage, ff pos- sible. The owner must provide reasonable evidence that the damage did not occur after delivery. • Notify the carrier's terminal of the damage immediately, by phone and by mail. Request an immediate, joint inspection of the damage with "the carrier and the consignee. • Notify the Trane sales representative and arrange for repair. Do not repair the unit, however, until damage is inspected by the carrier's representative. Loose Parts Inventory Check all the accessories and loose parts which are shipped with the unit against the shipping list. Included in these items will be water vessel drain plugs, rigging and electrical diagrams, and service literature, which are placed inside the control panel and/or starter panel for shipment. ................. Unit..D.escription ... . .. .. . . . .. ... . ...... ... . .... ... .. ... .. . .. ··.·· ............. -.......... ·rhiii"',40: 5o·o·to11 ModefRTAC units"are ·iielical~rotary".iype, afr~cooied liquid chillers designed for installation outdoors. The compressor circuits are completely assem- bled, hermetic packages that are factory-piped, wired, leak-tested, dehydrated, and tested for proper control operation before shipment. NOTE: Packaged units are factory charged with refrigerant and oil. Figure 2 shows a typical RTAC packaged unit and its components. Table 1 through Table 5 contain general RTAC mechanical specifications for all unit sizes. RTAC-SVX01F-EN -TRANE' General Information ..... -. . ............................. ·:: .... : :: ...... :: .. ::..:~·:..~~-tII~::::::.·::::::::-.:.: ·:.:::.:·:.:·--.-::: ·.: ··:: .. ·. :.:.::.::.::::.:-.:·:.:. ·.:.: ::. :.:. : .. ::. : .: ·.· : .......................................... ··-· .. . Figure 2 Typical RTAC Unit RTAC-SVX01 F-EN Chilled water inlet and outlet openings are covered for shipment. Each compressor has a separate compressor motor starter. The RTAC series features Trane's exclusive Adaptive Control TM logic, which monitors the control variables that govern the opera- tion of the chiller unit. Adaptive Control logic can adjust capacity variables to avoid chiller shutdown when necessary, and keep producing chilled water. The units feature two independent refrigerant circuits. Compressor unloaders are solenoid actuated and oil pressure operated. Each refrigerant circuit is provided with filter, sight glass, electronic expansion valve, and charging valves. The shell-and-tube type evaporator is manufactured in accordance with ASME standards or other international codes. Each evaporator is fully insulated and is equipped with water drain and vent connections. Packaged units have heat tape protection to -20°F (-28.9°CJ as standard. As an option, a convenience outlet can be supplied. 9 General information Table 1 General Data -140-250 Ton 60 Hz Units -Standard Efficiency Size 140 155 170 185 200 225 250 Type STD STD STD STD STD STD STD Compressor Quantity 2 2 2 2 2 2 2 Nominal (Ions) 70/70 85/70 85/B5 100/B5 100/100 120/100 120/120 Size Evaporator Water Storage (galrons) 29 32 33 35 39 38 42 (liters) 111 121 127 134 146 145 158 Min. Flow (gpm) 193 214 202 217 241 217 241 (I/sec) 12 14 13 14 15 14 15 Max. Flow (gpml 709 785 741 796 883 796 883 (I/sec) 45 50 47 50 56 50 56 Condenser Quantity of Coils 4 4 4 4 4 4 4 Coil Length (inches) 156/156 180/156 180/180 216/180 216/216 252/216 252/252 (mm) 3962/3962 4572/3962 4572/4572 5486/4572 5486/5486 6401/5486 6401/6401 Coil Height (inches) 42 42 42 42 42 42 42 Imm) 1067 f067 1067 1067 1067 1067 1067 Fins/Ft 192 192 192 192 192 192 192 Number of Rows 3 3 3 3 3 3 3 Condenser Fans Quantity 4/4 5/4 5/5 6/5 6/6 7/6 m Diameter (inches) 30 30 30 30 30 30 30 (mm) 762 762 762 762 762 762 762 Total Airflow {elm) 77000 84542 92087 101296 110506 119725 128946 (m3/hrJ 130811 143623 156441 172086 187732 203394 219059 Nominal Fan (rpm) 1140 1140 1140 1140 1140 1140 1140 Speed (rps) 19 19 19 19 19 19 19 Tip Speed {ft/min) 8954 8954 8954 8954 8954 8954 8954 {m/s) 45 45 45 45 45 45 45 Min Starting/Operating Ambient Std Unit {Deg Fl 25 25 25 25 25 25 25 . : ........ : .:: c: :·::.-.(Dgg_q .: .. -. -.: :::73,9 ___ _._. : :: : : . .-. .-_._. __ :73.9 ::·. ·:.-.... ::·:.:::. ----,3.9 .. :: :·:.::.,··: ::·· .. ,3.9 : · . .. :.:· · ·; .:-3.9.:··· · :. ·. ·.:: ... :.-3.9 :.: ... : .... :.· o3,9 Low Ambient {Deg Fl 0.0 0.0 0.0 0.0 0,0 0.0 0.0 (DegC) -17.8 -17.8 -17.8 -17.8 -17.8 -17.8 -17.8 General Unit Refrigerant HFC-134a HFC-134a HFC-134a HFC-134a HFC-134a HFC-134a HFC-134a No. of tndependenl 2 2 2 2 2 2 2 Refrigerant Circuits % Min. load 15 15 15 15 15 15 15 Refrigerant (lb) 165/165 175/165 175/175 215/210 215/215 225/215 225/225 Charge (kg) 75/75 79/75 79/79 98/95 98/98 102/98 102/102 Oil Charge [gallons) 1.5/1.5 1.5/1.5 1.5/1.5 2.1/1.5 2.1/2.1 2.1/2.1 2.1/2. 1 (liters} 6/6 6/6 6/6 8/6 8/8 8/B 8/8 Base Length {feet) 15 15 15 18 18 21 21 1. Data containing information on two circuits shown as follows: CKTl/CKT 2. 2. Minimum start-up/operating ambient based on a 5 mph wind across the condenser. 10 RTAC-SVX01 F-EN ,:i :n i! tO C 0 .. rJ) I (/) w ~ 0 -l, C 7'1 :i rn ;:.· z 0 §' In :i (JI s· :i (JI ... 03 U'I N 0 0 o' :I en r+ Ill :I a. Ill .., a. m ~ iii' :i ., ~ a, c:, :c N Ill :I C. ... U'I _u, ... -.J 0 o' :3 ::i:: ~-:r .m =! ., iii' :I ., -::: IJ1 0 Cl ::i C. 01 0 :i: N ...l, 01 · · 155 High 50/60 MeunUng Helo Diameter: J/4" (19.1 mm) Water Connocllon Diameter: a• {152 mm) Lifting Piela Dlmonslons: 7 1/2" • s• (191mm x 152mm) 185 Standard 50/60 . 170 High 50/60 and ; 200 Standard 50/60 63 1/2" -(1613 mmJ 51 5/B" '(1JJ7 mm)' 51 s/a· -,1:111 rnm)- 193" {4902 mmJ r Top (Eton) V.ew '; {Wilh Coll Box Removed) Relief Valve 3/8" (9,5 mm) SAE MFL 1 1/2" ,...1-·--· \ (Ja mm) -'-Mounting Hole B Pieces 15 1/8" 76" (3B4 mmf---(1930 mm)' 43 3/8" 130 3/8" (1219 mm) (3J12 mm) 154" :; ,. 45• (J912 mm) . (1219 mm) 193' 1/2" (4915 mmJ 223 1/B",----:---------~, t-(5657 mm) ~ Control Ponol· locata customer pcwDr cannecUon hera .. (Dual and olnglo paint power) Victaullc Weter Cennoc\!on (Outlot) 41" (1041, mm) 7" ,_(178 mm) ftlng Plate + Places Nole: Add :z• (51mm) h, evon,!1 width ror louvornd ponolu end coll protection. 44 1/a" (1121 mm) B6 1/4" --(2191 mmY B8 1/4" --(2242 mmJ ~ ~ 5 7/B" r(149 mm 93 1/4" (:2369_ mm) iclaullc Water Connection (Inlet) G) (I) = (I) -c m ---= .... 0 -c 3 m r+ -· 0 :, / .J e i ) -TRANE. Model Number Coding System The model numbers for the unit and the starter are composed of numbers and letters that represent features of the equipment. Shown in the following table is a sample of typical unit model number and the coding system for each. Each position, or group of positions. in the model number is used to represent a fea- ture. For example, in the first table, position 08 of the unit model number, Unit Volt- age, contains the number "4 ·: A 4 in this position means that the unit voltage is 460/ 60/3. Unit Model Number An example of a typical unit model number (M/N} is: RTAC 350A UAON NAFN N1 NX 1TEN NNON N01 N Model number digits are selected and assigned in accordance with the following defi- nitions using the model number example shown above. -.... ::· .... :: ... : .... :.: .. :.::. : .: ·:·.::.:.·.: .... : .:.· :. :·.: : .... :.: .... :.:. :.:.·.:· .:· .. ·:: .··:.::.·.::.::::.::·.:::: . .--··.: ... :.:.: .: .. ::::. ·. :: .. :.: ......... :.·:.: ........ ·. ·.: .. :· .:. ·. 26 RTAC-SVXD1 F-EN ) Digit 1·4 Unit Model RTAC Air Cooled Series A® chiller Dlgit5-7 Unit Nominal Capncity 14() 140 Nominal Tons 155 155 Nominal Tons 170 170 Nominal Tons 1B5 185 Nominal Tons 200 200 Nominal Tons 225 225 Nominal Tons 250 250 Nominal Tons 275 275 Nominal Tons 300 300 Nominal Tons 350 350 Nominal Tons 375 375 Nominal Tons 400 400 Nominal Tons 450 450 Nominal Tons 500 500 Nominal Tons Digit 8 Unit Voltage A 200V/60Hl/3Ph power K 220V/50HZ/3 Ph power C 230V/60Hz/3Ph power J 380V/60Hz/3Ph power D 4DOV/50Hz/3Ph power 4 460V/60Hz/3Ph power 5 575V/60Hz/3Ph power Digit9 Manufacturing Location U Pueblo E 01armes Digit 10-11 Design Sequence XX Fac1ory/ABU Assigned Digit 12 Unit Type N Std. Efliciency/Performance H High Efficiency/Perlormance Digit 13 Agency Listing ... ::N:. · Noagencylisting .. :· .. :.: .... : V C/UL listing Digit 14 Pressure Vessel Code A ASME pressure vessel code C Canadian code D Australian code L Chinese code A Vietanamese code S Special Digit 15 Evaporator Temperature Ronge ll< Application Type F Standard Temp. with Frz Prat R Rem Evap, Std. Temp, No Frz Prat G low Temp. with Frz Prat Digit 16 Evaporator Configuration N Standard pass arrangement, insula!l,d RT AC-SVX01 F-EN -TRANE' Digit 17 Condenser Temperature Runge N Standard ambiem range 25-115 deg F H High ambient capability 25-125 deg F L Low ambient capability 0-115 deg F W Wida ambient capabifity Cl-125degF Digit 18 Condenser An Material 1 Standard aluminum slit fins 2 Copper fins, non-slit fins 4 Complete Coat aluminum lins Digit 19 Condenser Fan/Motor Configuration N Condenser fans with ODP motors W Low Noise fans T Condenser tans with TEAO motOIS Digit20 Compressor Motor Starter Type X Across-the-line siarters Y Wye-delta closed transition staners Dlgit21 Incoming Power Line Connection 1 Single point power connection 2 Dual point power connection !1/ ckt) Dlglt22 Power Line Connection Type T Terminals only D Non-fused disconnect switch(esl C Circuit Bmaker(sf. HACR·rated Digit23 Unit Operator Interface Dlgit27 Short Circuit Rating 0 No shon circuit witlJstand rating 5 lOOOOASCA 4 35000ASCR 6 65000ASCR Digit 28 Electrical Accessories and Export Packing N No now switd1es F NEMA-1 flow switch· 150 psi E Vapor Proof FS • 150 psi Digit 29 Control Panel Accessories N No corwenience outlet A 15A 115V convenlenco outlet (60HZI Digit 30 Refrigerant Service Valves 1 Suction service valves Digit 31 Compressor Sound Attenuator Option 0 No sound attenuator Factory installed sound attenuator Digit 32 Appearance Options N No appearance options A Architectural louvered panels C Half Louvers G Access guards B Access guards and half louvers P Painted unit L Painted unit with lull louvered panels H Painted unit with half louvered K w panels Painted unit with access guards Painted w/access guards and half louvers E Easy-View operator interface Digit33 . : : : _. .. D. .. :.:.::· Dy~~·Yie:-:Y.. OP.Pr.!31flril}ter/ac~ .. :· .... ·.·::"Installation Accessories Dlglt24 Remote Interface N No remote interface C Tracer Comm 3 interface L Lon Talk Communication interface !LCI) Digit25 Control Input Accessories/Options N No remote input A Remote leaving water temp stpl C Remote current limit setpoint 8 Remote lvg. ternp.setpoint and remote current limit setpoint Digit 26 COOP 26 Control Output Accessories/Options N No output options A Alarm rqlay C lcemaldng D lcornaking and ala1rn relay N No installation accessories A Neoprene isolators F Flanged water connection kit G Neoprene isolators and flange wtr conn kit Dlglt34 Factory Test O No factory run 1est P Performance test W Witness test Diglt35 Label, and Literature language E English G Chinese Digit 36 Special Order X Standord catalog configuration S Unit has special order feature Digit 37 Safety Devices N None X Standard 27 ' tf!l!e TRANE. ~ Installation -Mechanical Installation Responsibilities Generally, the contractor must do the following when installing an RTAC unit: • Install unit on a flat foundation, level (within 1/4" (6 mm) across the length and width of the unit), and strong enough to support unit loading. • Install unit per the instructions contained in the Installation-Mechanical and lnstallation·Electrical sections of this manual. • Install any optional sensors and make electrical connections at the CH530. • Where specified, provide and install valves in water piping upstream and downstream of evaporator water connections to isolate the evaporator for maintenance, and to balance/trim system. • Furnish and install flow switch to prove chilled water flow. • Furnish and install pressure gauges in inlet and outlet piping of the evaporator. • Furnish and install a drain valve to the bottom of the evaporator waterbox. • Supply and install a vent cock to the top of the evaporator waterbox. • Furnish and install strainers ahead of all pumps and automatic modulating valves, and at inlet of evaporator. • Provide and install field wi~ing. • Install heat tape and insulate the chilled water lines and any other portions of the system, as required, to prevent sweating under normal operating conditions or freezing during low ambient temperature conditions. • Install evaporator drain plug. The plug ships in unit control panel. • Start unit under supervision of a qualified service technician. Nameplates The RTAC outdoor unit nameplates (Figure 1} are applied to the exterior of the Control Panel. A compressor nameplate is located on each compressor . .. .. ... :: :: .. ::c.::.· : .. ·.::.:::.: ... : .. :::::·:::Outdoor-Unit-Nameplate:·::.::· .. ::::::·:·.:·==·:.:.:·:.::: .. : .. ·.·::·::.:·· ... :·:.·::·:·:·_:· ... ··· .... :::· ..... · 28 The outdoor unit nameplate provides the following information: -Unit model and size description. Unit serial number. -Identifies unit electrical requirements. -Lists correct operating charges of R-134a and refrigerant oil (Trane OIL00048). -Lists unit test pressures. -Identifies instaHation, operation and maintenance and service data literature {Pueblo). -Lists drawing numbers for unit wiring diagrams (Pueblo}. Compressor Nameplate The compressor nameplate provides following information: -Compressor model number. -Compressor serial number. -Compressor electrical characteristics. -Utilization range. Recommended refrigerant. RTAC-SVX01 F-EN CQntr-ol Panel Installation -Mechanical Storage Extended storage of the outdoor unit prior to installation requires the following pre- cautionary measures: 1 .. Store the outdoor unit in a secure area. 2. At least every three months (quarterly), check the pressure in the refrigerant cir- cuits to verify that the refrigerant charge is intact. If it is not, contact a qualified service organization and the appropriate Trane sales office. 3. Close the discharge and liquid line isolation valves. General Report any damage incurred during handling or installation to the Trane sales office immediately. Location Requirements Setting the Unit A base or foundation is not required if the selected unit location is level and strong enough to support the unit's operating weight as listed in Table 1 through Table 5 in the General Information section. See Table 6 for lifting weights and center of gravity (CG) dimensions. 9D' (2286 MM)-- ... : :: .:· .: :. : .. :.: ::: .. ::.::! Wl-.n•ar olde .. W2-for old• .. . . .. . ......... . l WJ-ncor .. nldo: .. ·: W4-for zrtdn i----x-----i Side Vjew 1. Lifting chains/cables will not be 1he same length. Adjust to keep unit level while lilting. 2. Do not fmk lift unit. 3. Weights afe typical for units with R-134a charge. Figure 14 Lifting the Unit !Package and Remote) 15-21-foot Base RTAC-SVX01 F-EN -Y-- Bock View 29 LS::::. TRANE' • Installation -Mechanical Side View 1. Lihing chains/cables will not be the same length. Adjust to keep unit level while lifting. 2. Do not fork lilt unit. 3. Weights are typical for units with A-134a charge. Figure 15 Lifting the Unit {Package and Remote} 30-36-foot Base I -ca~"r.~~· ~--rSldt ~: __ v_~_-_r_ ... _Sldot_-1 Side View 1. Lifting chains/cables will not be the same length. Adjust to keep unit level while lifting. 2. Do not fork lift unit. 3. Weights are typical for units with R-134a charge. Figure 16 Lifting the Unit 39-45-foot Base 30 V7 -twar Sldw \19 -F"or Ski.- , .. ta4JB ni> Bock View RTAC-SVX01 F-EN "l ' .Alt_ ·TRANE. 'V Installation -Mechanical Table 6 Lifting Weights a~d CG Dimensions (Refer to Figure 14 -Figure 15) W1 W2 W3 W4 W5 W6 W7 W8 Shipping Xcg Veg Weight lbs lbs lbs lbs lbs lbs lbs lbs lbs in in Unit kg kg kg kg kg kg kg kg kg mm mm Aluminum Fins 140 Ton 50 Hz High Etl 2499 2874 2686 3019 NA NA NA NA 11077 88 45 1134 1303 1218 1369 5025 2245 1140 140 Ton 50 Hz Std Eff 2488 2859 2668 3000 NA NA NA NA 11015 88 45 1128 1297 1210 1361 4996 2245 1140 140 Ton 60 Hz High Eff 2495 2869 2680 3013 NA NA NA NA 11057 88 45 1132 1301 1216 1367 5015 2245 1140 140 Ton 60 Hz Std Eff 2484 2855 2662 2994 NA NA NA NA 10995 88 45 1127 1295 1208 135B 4987 2243 1140 155 Ton 50 Hz High Eff 3281 3588 2747 3055 NA NA NA NA 12671 106 44 1488 1628 1246 1386 5748 2695 1123 155 Ton 50 Hz Std Eff 2601 2882 2794 3033 NA NA NA NA 11309 88 44 1180 1307 1267 1376 5130 2243 1120 155 Ton 6D Hz High Eff 3168 3562 26D4 2998 NA NA NA NA 12332 106 45 1437 1616 1181 1360 5594 2682 1140 155 Ton 60 Hz Std Eff 2493 2862 2675 3004 NA NA NA NA 11034 88 45 1131 1298 1213 1362 5D05 2245 1138 170 Ton 50 Hz High Eff 3308 3721 2760 3173 NA NA NA NA 12962 106 45 1501 1688 1252 1439 5880 2695 1140 170 Ton 50 Hz Std Eff 2598 2990 2838 3177 NA NA NA NA 11603 89 45 1179 1356 1287 1441 5263 2256 1138 170Ton 60 Hz High Eff 3186 3586 2623 3024 NA NA NA NA 12418 106 45 1445 1627 1190 1371 5633 2685 1140 170 Ton 60 Hz Std Eff 2498 2873 2684 3018 NA NA NA NA 11073 88 45 1133 1303 1218 1369 5023 2245 1140 185 Ton 50 Hz High Eff 3650 4199 3113 3662 NA NA -NA NA 14624 124 45 1655 1905 1412 1661 6633 3160 1153 185 Ton 50 Hz Std Eff 3342 3763 2745 3166 NA NA NA NA 13015 106 45 1516 1707 1245 1436 5904 2682 1140 185 Ton 60 Hz High Eff 3526 4117 2990 3581 NA NA NA NA 14214 124 46 .. :: .:. : .. : :: .. :::·:.:·.::·.:: .. :;. -___ ::-_ :.:-1600 -,:,:, ·:1867,: ,:: ::-1356 ,: .. ::. -1624--:--:::, -·,:::::-:·: .. , --,:,::::---______ : -------0--:·:-: : .. --" -6447 -----:, :,: -3157 1161 185 Ton 60 Hz Std Ett 3296 3635 2707 3047 NA NA NA NA 12685 106 44 1495 1649 1228 1382 5754 2680 1128 200 Ton 50 Hz High Eff 3778 4252 3175 3649 NA NA NA NA 14853 124 45 1714 1928 1440 1655 6737 3147 1140 200 Ton 50 Hz Std Efl 3370 3789 2828 3247 NA NA NA NA 13234 106 45 1529 1719 1283 1473 6003 2697 1138 200 Ton 60 Hz High Eff 3719 41B7 3110 357B NA NA NA NA 14593 124 45 1687 1899 1411 1623 6619 3142 1140 200 Ton 60 Hz Std Eff 3340 3756 2796 3212 NA NA NA NA 13104 106 45 1515 1704 1268 1457 5944 2697 1138 225 Ton 60 Hz Std Eff 3711 4229 3114 3632 NA NA NA NA 14687 124 45 1683 1918 1413 1648 6662 3147 114B 250 Ton 60 Hz Std Eff 3778 4252 3175 3649 NA NA NA NA 14853 124 45 1714 1928 1440 1655 6737 3147 1140 250 Ton 50 Hz High Eff 3360 2930 3390 2959 3430 3000 NA NA 19069 177 41 1526 1330 1539 1344 1557 1362 8657 4483 1052 250 Ton 50 Hz Std Eff 2951 2522 3238 2809 3430 3000 NA NA 17949 182 41 1340 1145 1470 1275 1557 1362 8149 4623 1046 275 Ton 50 Hz High EH 3403 2997 3689 3283 3977 3571 NA NA 20920 202 42 1545 1361 1675 1491 1B05 1621 949B 5128 1064 RTAC-SVX01 F-EN 31 ' Lfj_ • TRANE . Installation -Mechanical Table 6 Lifting Weights and CG Dimensions !Refer to Figure 14 -Figure 15) W1 W2 W3 W4 ws W6 W7 WB Shipping Xcg Veg Weight lbs lbs lbs lbs lbs lbs lbs lbs lbs in in Unit kg kg kg kg kg kg kg kg kg mm mm 275 Ton 50 Hz Std Elf 3668 3194 3478 3004 3356 2877 NA NA 19577 172 41 1665 1450 1579 1364 1524 1306 NA NA 8888 4376 1046 275 Ton 60 Hz High Eff 3251 2863 3571 3183 3894 3505 NA NA 20266 203 42 1476 1300 1621 1445 1768 1591 9201 5159 1064 275 Ton 60 Hz Std Eff 3345 2936 3351 2942 3356 2947 NA NA 18876 176 42 1518 1333 1521 1336 1523 1338 8570 4473 1057 300 Ton 50 Hz High Eff 2955 2628 2892 2565 2822 2495 ·2759 2432 21548 222 42 1342 1193 1313 1164 1281 1133 1253 1104 9783 5644 1059 300 Ton 50 Hz Std Eff 3328 2917 3564 3153 3802 3393 NA NA 20314 201 42 1511 1394 1618 1431 1726 1540 9222 5100 1059 300 Ton 60 Hz High Elf 2955 2628 2892 2565 2782 2495 2759 2432 21508 222 42 1342 1193 1313 1165 1263 1133 1253 1104 9765 5641 1062 300 Tori 60 Hz Std Eff 3456 3074 3615 3233 3774 3393 NA NA 19572 199 42 1569 1396 1641 1468 1713 1540 8886 5044 1067 350 Ton 50 Hz High Eff 3278 3258 3179 3159 3075 3055 2977 2957 24936 234 44 1488 1479 1443 1434 1396 1387 1352 1342 11321 5951 1125 350 Ton 50 Hz Std Eff 3018 2998 2933 2914 2844 2824 2760 2740 23031 235 44 1370 1361 1332 1323 1291 1282 1253 1244 10456 5956 1125 350 Ton 60 Hz High Eff 3140 3123 3038 3020 2930 2912 282B 2811 23803 234 44 1426 1418 1379 1371 1330 1322 1284 1276 10806 5941 1125 350 Ton 60 Hz Std EH 3374 2998 3772 3367 4172 3767 NA NA 21450 205 42 1532 1361 1712 1529 1B94 1710 9738 5197 1064 375 Ton 50 Hz High Eff 3393 3372 3278 3257 3108 3086 2986 2965 25444 266 44 1541 1531 1486 1478 1411 1401 1356 1346 11552 6754 1125 375 Ton 50 Hz Std Eff 3328 3296 3116 3083 2892 2859 2681 2649 23903 229 44 1511 1496 1414 1400 1313 1298 1217 1202 10852 5827 1123 400 Ton 50 Hz High Eff 3345 3271 3377 3303 3425 3350 3458 3384 26912 274 44 1519 1485 1533 1499 1555 1521 1570 1536 12218 6957 1115 400Ton 50 Hz Std Eff 3299 3279 3201 3180 3098 307,7 3001 2939 25073 234 44 1498 1488 1453 1444 1406 1397 1362 1334 11383 5951 1125 400 Ton 60 Hz High Eff 3345 3271 3377 3303 3425 3350 3458 3384 26913 274 44 .... :.:.:.:·:::··:::._:· ... : :: ·.:.·. c::: .. C",:15fg·::: : _.1485 :·.: .. :.::1533 .. :: :·15QQ .. :·:·:.-.155i~ ·:.::;: ::;5i·,·.-c.:::.:.157{)·:·· :.'."'i536:; ... :. ·iifrs .':.::. : ... 6955 1i10 400 Ton 60 Hz Std Eff 3299 3279 3201 3180 3098 3077 3001 2939 25074 234 44 1498 1489 1453 1444 1406 1397 1362 1334 11383 5951 1125 450 Ton 60 Hz Std Eff 3423 3402 3307 3286 3137 3116 3015 2994 25678 266 44 1554 1544 1501 1492 1424 1414 1369 1359 11658 6754 1125 500 Ton 60 Hz Std Eff 3363 3289 3395 3321 3442 3368 3476 3402 27056 274 44 1527 1493 1541 1508 1563 1529 1578 1544 12283 6955 1115 Copper Fins 140 Ton 50 Hz High Eff 2972 3464 3410 3805 NA NA NA NA 13651 90 45 1348 1571 1547 1726 6192 2289 1140 140 Ton 50 Hz Std Eff 2961 3450 3392 3786 NA NA NA NA 13589 90 45 1343 1565 1539 1717 6164 2286 1140 140 Ton 60 Hz High Eff 2969 3460 3404 3799 NA NA NA NA 13631 90 45 1347 1569 1544 1723 6183 2289 1140 140 Ton 60 Hz Std Eff 2957 3445 3386 3780 NA NA NA NA 13569 90 45 1341 1563 1536 1715 6155 2286 1140 155 Ton 50 Hz High Elf 4027 4454 3591 4018 NA NA NA NA 16091 108 44 1827 2020 1629 1823 7299 2743 1128 155 Ton 50 Hz Std Eff 3074 3472 3518 3819 NA NA NA NA 13B83 90 44 1394 1575 1596 1732 6297 2286 1125 155 Ton 60 Hz High Et! 3915 4428 3448 3961 NA NA NA NA 15752 108 45 1776 2009 1564 1797 7145 2736 1140 32 RTAC-SVX01 F-EN ' -TRANE' Installation -Mechanical Table 6 Lifting Weights and CG Dimensions (Refer to Figure 14 -Figure 15) W1 W2 W3 W4 ws W6 W7 W8 Shipping Xcg Veg Weight lbs lbs lbs lbs lbs lbs lbs lbs lbs in in Unit kg kg kg kg kg kg kg kg kg mm mm 155 Ton 60 Hz Std Eff 2967 3453 3399 3790 NA NA NA NA 13608 90 45 1346 1566 1542 1719 6173 2286 1140 170 Ton 50 Hz High Eff 4055 4587 3604 4136 NA NA NA NA 16382 108 45 1839 2081 1635 1876 7431 2743 1140 170 Ton 50 Hz Std Elf 3071 3581 3562 3963 NA NA NA NA 14177 90 45 1393 1624 1616 1798 6431 2296 1140 170Ton 60 Hz High Eff 3932 4452 3467 3987 NA NA NA NA 15838 108 45 1784 2019 1573 1808 7184 2738 1140 170 Ton 60 Hz Std Eff 2972 3463 3409 3804 NA NA NA NA 13647 90 45 1348 1571 1546 1725 6190 2289 1140 185 Ton 50 Hz High Eff 4585 5283 4161 4860 NA NA NA NA 18889 126 45 2080 2396 1888 2204 8568 3211 1151 185 Ton 50 Hz Std Efl 4088 4629 3589 4129 NA NA NA NA 16435 108 45 1854 2100 1628 1873 7455 2733 1140 185 Ton 60 Hz High Eff 4462 5201 4039 4778 NA NA NA NA 18479 126 46 2024 2359 1832 2167 8382 3211 1158 185 Ton 60 Hz Std Eff 4042 4501 3551 4010 NA NA NA NA 16105 108 45 1834 2042 1611 1819 7305 2733 1133 200 Ton 50 Hz High Eff 4713 5336 4223 4846 NA NA NA NA 19118 ·126 45 2138 2420 1916 2198 8672 3200 1140 200 Ton 50 Hz Std Elf 4116 4654 3672 4211 NA NA NA NA 16654 108 45 1867 2111 1666 1910 7554 2746 1140 200 Ton 60 Hz High Eff 4654 5271 4158 4775 NA NA NA NA 18858 126 45 2111 2391 1886 2166 8554 3198 1140 200 Ton 60 Hz Std Eff 4087 4622 3640 4175 NA NA NA NA 16524 108 45 1854 2097 1651 1894 7495 2746 1140 225 Ton 60 Hz Std Eff 4646 5313 4163 4830 NA NA NA NA 18952 126 45 2108 2410 188B 2191 8597 3200 1146 250 Ton 60 Hz Std Elf 4713 5336 4223 4846 NA NA NA NA 1!:111B 126 45 2138 2420 1916 219B 8672 3200 1140 250 Ton 50 Hz High Eff 4303 3872 418B 3756 4111 3679 ....... NA NA ....... 4.~9Q9 .. ..... 1.74 42 ........ ......... ......... .. . ..... : · .. · .... :.:::.c: ... ::.: ... : .. :··-··-,;_,:::1954 · ... ::·1758: ......... 1901 ··· 1705' ...... 1866" .. '1670"" . . . . ...... .... 10855 4422 1067 250 Ton 50 Hz Std Elf 3534 3104 3918 3488 4174 3744 NA NA 21962 183 42 1605 1409 1779 1583 1895 1700 9971 4638 1062 275 Ton 50 Hz High Eff 4366 3959 4618 4211 4872 4465 NA NA 26492 200 42 1982 1797 2097 1912 2212 2027 12027 5070 1077 275 Ton 50 Hz Std Eff 4611 4136 4276 3801 4057 3577 NA NA 24458 171 42 2093 1878 1941 1725 1842 1624 11104 4338 1062 275 Ton 60 Hz High Elf 4214 3877 4501 4111 4789 4399 NA NA 25891 201 42 1913 1760 2043 1866 2174 1997 11754 5093 1077 275 Ton 60 Hz Std Elf 4287 3877 4149 3739 4057 3647 NA NA 23758 174 42 1946 1760 1884 169B 1842 1656 107B6 4415 1069 300 Ton 50 Hz High Eff 3836 3508 3689 3360 3526 3197 3379 3050 27544 220 42 1742 1592 1675 1526 1601 1451 1534 1385 12505 5575 1074 300 Ton 50 Hz Std Eff 4360 3948 4476 4064 4593 4182 NA NA 25623 197 42 19B0 1792 2032 1845 2085 1899 11633 4999 1074 300 Ton 60 Hz High Eff 3799 3508 3689 3360 3526 3197 3379 3050 27508 219 42 1725 1593 1675 1525 1601 1451 1534 1385 12489 5573 1074 300 Ton 60 Hz Std Elf 4488 4105 4527 4144 4593 4182 NA NA 26039 195 43 2038 1864 2055 1881 2085 1899 11822 4956 1080 350 Ton 50 Hz High Elf 4173 4152 4053 4032 3927 3905 3808 3787 31836 235 44 1895 1885 1840 1830 1783 1773 1729 1719 14453 5956 1125 RT AC-SVX01 F-EN 33 ' 0 TRANE. Installation -Mechanical Table 6 Lifting Weights and CG Dimensions (Refer to Figure 14 -Figure 15) W1 W2 W3 W4 W5 W6 W7 WB Shipping Weight Xcg Veg lbs lbs lbs lbs lbs lbs lbs lbs lbs in in Unit kg kg kg kg kg leg kg kg kg mm mm 350 Ton 50 Hz Std EH 3778 37fi7 3675 3654 3566 3545 3465 3444 28882 235 44 1715 1705 1668 1659 1619 1610 1573 1563 13113 5961 1125 350 Ton 60 Hz High Eff 4036 4017 3912 3893 3782 3763 366D 3641 30703 234 44 1832 1824 1776 1767 1717 1708 1661 1653 13939 5949 1125 350 Ton 60 Hz Std Eff 4283 3877 4754 4348 5229 4823 NA NA 27315 204 43 1944 1760 2158 197~ 2374 2190 12401 5179 1080 375 Ton 50 Hz High Eff 4502 4479 4244 4221 3863 3841 3592 3569 32311 261 44 2044 2034 1927 1916 1754 1744 1631 1620 14669 6632 1125 375 Ton 50 Hz Std Eff 4332 4298 3984 3950 3618 3584 3274 3240 30279 227 44 1967 1951 1809 179~ 1643 1627 1486 1471 13747 5761 1123 400 Ton 50 Hz High Elf 4341 4265 4367 4291 4406 4330 4433 4357 34791 273 44 1971 1936 1983 1948 2000 1966 2013 1978 15795 6939 1118 400 Ton 50 Hz Std Eff 4195 4173 4075 4053 3950 3928 3832 3B10 32014 235 44 1904 1B94 1850 1840 1793 1783 1740 1730 14534 5956 1125 400Ton 60 Hz High Elf 4341 4265 4367 4291 4406 4330 4433 4357 34790 273 44 1971 1936 1983 194B 2000 1966 2013 1978 15795 6939 1120 400 Ton 60 Hz Std Eff 4195 4173 4075 4053 3950 3928 3832 3810 32016 234 44 1905 1895 1850 1B110 1793 1783 1740 1730 14535 5954 1125 450 Ton 60 Hz Std Elf 4532 4509 4273 4251 3892 3870 3621 3598 32545 261 44 2057 2047 1940 1930 1767 1757 1644 1633 14775 6634 1125 500 Ton 60 Hz Std Eff 4359 4283 4385 4309 41124 43118 41151 4375 34935 273 44 1979 1945 1991 1956 2008 1974 2021 1986 15860 6939 1118 Remote Evaporator Aluminum Fins 140 Ton 50 Hz High Eff 2033 2292 1972 2244 NA NA NA NA 8542 86 45 922 1040 895 1018 3875 2179 1138 140Ton 50 Hz Std Eff 2030 2287 1967 223B NA NA NA NA 8522 86 115 921 1038 892 1015 3866 2177 1138 140 Ton 60 Hz High Eff 2030 2288 1967 2238 NA NA NA NA 8522 86 45 921 1038 892 1015 3866 2177 1138 140 Ton 60 Hz Std Eff 2026 2283 1961 2232 NA NA NA NA 8502 86 45 919 1036 889 1013 .. ~1357.. ... 2177 1138 155Ton·SO Hz High Ett ·· .. ·-··· .. ·2725 · · "2944 ..... "2119 .... ·2337 ....... NA ........ 'NA . NA NA 10125 104 44 1236 1335 95,-1060 4593 2637 1115 155 Ton 50 Hz Std Elf 2139 2305 2087 2265 NA NA NA NA 8795 86 44 970 1046 947 1027 3989 2177 1113 155 Ton 60 Hz High Elf 2612 2918 1975 2281 NA NA NA NA 9786 103 45 1185 1323 896 1034 4439 2619 1138 155 Ton 60 Hz Std Et! 2031 2285 1968 2236 NA NA NA NA 8520 86 45 921 1037 893 1014 3865 2177 1135 170 Ton 50 Hz High Eff 2749 3073 2128 2451 NA NA NA NA 10400 104 45 1247 1394 965 1112 4717 2637 1138 170 Ton 50 Hz Std Eff 2138 2415 2133 2411 NA NA NA NA 9097 87 45 970 1096 967 1094 4126 2197 1135 170Ton 60 Hz High Eff 2626 2938 1990 2302 NA NA NA NA 9856 103 45 1191 1332 903 1044 4471 2621 1138 170 Ton 60 Hz Std Eff 2033 2291 1971 2243 NA NA NA NA 8538 86 115 922 1039 894 1018 3873 2179 1138 185 Ton 50 Hz High Eff 3034 3485 2423 2875 ·'NA NA NA NA 11817 122 45 1376 1581 1099 1304 5360 3106 1153 185 Ton 50 Hz Std Eff 2786 3118 2116 2449 NA NA NA NA 10469 103 45 12611 11114 960 1111 4749 2621 1138 185 Ton 60 Hz High Eff 2911 3403 2300 2793 NA NA NA NA 11407 122 46 1320 1544 1043 1267 5174 3101 1166 34 RTAC-SVX01 F-EN TRANE' Installation -Mechanical Table 6 Lifting Weights and CG Dimensions (Refer to Figure 14 -Figure '15) W1 W2 W3 W4 W5 W6 W7 WB Shipping Xcg Veg Weight lbs lbs lbs lbs lbs lbs lbs lbs lbs in in Unit kg kg kg kg kg kg kg kg kg mm mm 185 Ton 60 Hz Std Elf 2740 2991 2079 2329 NA NA NA NA 10139 103 44 1243 1357 943 1057 4599 2619 1123 200 Ton 50 Hz High Eff 3156 3531 2478 2853 NA NA NA NA 12019 122 45 1432 1602 1124 1294 5452 3091 1138 200 Ton 50 Hz Std Eff 2811 3140 2196 2525 NA NA NA NA 10672 104 45 1275 1424 996 1146 4841 2644 1138 200 Ton 60 Hz High Eff 3097 3466 2413 2782 NA NA NA NA 11759 121 45 1405 1572 1095 1262 5334 3084 1138 200 Ton 60 Hz Std Eff 2781 3108 2163 2490 NA NA NA NA 10542 104 45 1262 1410 981 1129 4782 2639 1138 225 Ton 60 Hz Std Elf 3096 3516 2425 2845 NA NA NA NA 11880 122 45 1404 1595 1100 1290 5389 3091 1148 250 Ton 60 Hz Std Elf 3156 3531 2478 2853 NA NA NA NA 12019 122 45 1432 1602 1124 1294 5452 3091 1138 Remote Evaporator Copper Fins 140 Ton 50 Hz High Eff 2506 2883 2697 3031 NA NA NA NA 11116 88 45 1137 1308 1223 1375 5042 2245 1140 140 Ton 50 Hz Std Eff 2503 2878 2691 3025 NA NA NA NA 11096 88 45 1135 1305 1221 1372 5033 2245 1140 140Ton 60 Hz High Eff 2503 2878 2691 3025 NA NA NA NA 11096 88 45 1135 1306 1221 1372 5033 2245 1140 140 Ton 60 Hz Std Elf 2499 2874 2685 3019 NA NA NA NA 11076 88 45 1134 1303 1218 1369 5024 2245 1140 155 Ton 50 Hz High Eff 3472 3810 2963 3301 NI). NA NA NA 13545 107 44 1575 1728 1344 1497 6144 2710 1123 155 Ton 50 Hz Std Eff 2612 2896 2811 3051 NA NA NA NA 11369 88 44 1185 1313 1275 1384 5157 2243 1120 155 Ton 60 Hz High Eff 3359 3783 2819 3244 NA NA NA NA 13206 106 45 1524 1716 1279 1471 5990 2700 1140 155 Ton 60 Hz Std Eff 2505 2876 2692 3022 NA NA NA NA 11094 88 45 1136 1305 1221 1371 5034 .... 2245 1138 170 Tan 50 Hz High'Eff ··· · ·· ...... 3496 .. ·· · · 3938 .... 2972 ... . 3414· ..... NA . NA NA NA 13820 107 45 1586 1786 1348 1549 6269 2708 1140 170 Ton 50 Hz Std Eff 2611 3006 2857 3198 NA NA NA NA 11671 89 45 1184 1363 1296 1450 5294 2258 1138 170Ton 60 Hz High Elf 3373 3803 2834 3265 NA NA NA NA 13276 106 45 1530 1725 1286 1481 6022 2700 1140 170 Ton 60 Hz Std Eff 2506 2882 2695 3030 NA NA NA NA 11112 88 45 1137 1307 1223 1374 5040 2245 1140 185 Ton 50 Hz High Elf 3969 4570 3471 4072 NA NA NA NA 16082 125 45 1800 2073 1575 1847 7295 3180 1151 185 Ton 50 Hz Std Eff 3532 3984 2960 3412 NA NA NA NA 13889 106 45 1602 1807 1343 1548 6300 2697 1140 185 Ton 60 Hz High Eff 3846 4487 3349 3990 NA NA NA NA 15672 125 46 1745 2035 1519 1810 7109 3178 1161 185 Ton 60 Hz Std Elf 3487 3857 2923 3293 NA NA NA NA 13559 106 45 1581 1749 1326 1494 6150 2697 1130 200 Ton 50 Hz High Elf 4092 -4615 3527 4050 NA NA NA NA 16284 125 45 1856 2094 1600 1837 7386 3167 1140 200 Ton 50 Hz Std Elf 3557 4006 3040 3489 NA NA MA NA 14092 107 45 1613 1817 1379 1583 6392 2713 1140 20p Ton 60 Hz High Elf 4033 4551 3462 3979 NA NA NA NA 16024 125 45 1829 2064 1570 1805 7269 3165 1140 RTAC-SVX01F-EN 35 ~ e TRANE' Installation -Mechanical Table 6 Lifting Weights and CG Dimensions (Refer to Figure 14 -Figure 15} Unit 200 Ton 60 Hz Std Eff 225 Ton 60 Hz Std Eff 250 Ton 60 Hz Std Eff W1 W2 W3 W4 W5 W6 W7 ws Shipping Xcg Veg Weight lbs lbs lbs lbs lbs lbs lbs lbs lbs in in kg kg kg kg kg kg kg kg kg mm mm 3528 3974 3007 3453 NA NA NA NA 13962 107 45 1600 1802 1364 1566 6333 2710 1140 4031 4600 3473 4042 NA NA NA NA 16145 125 45 1B28 20B6 1575 1833 7323 3167 1148 4092 4615 3527 4050 NA NA NA NA 16284 125 45 1856 2094 1600 1837 7386 3167 1140 Table 7 Remote Evaporator Lifting Weights Standard Eff Premium Eff Tonnage 140 155 170 185 200 225 250 140 155 170 185 200 lbs 2487 2525 2528 2556 2600 2797 2846 2528 2556 2600 2797 2846 Kg 1128 1145 1146 1159 1179 1268 1291 1146 1159 1179 1268 1291 Isolation and Sound Emission The most effective form of isolation is to locate the unit away from any sound sensi- tive area. Structurally transmitted sound can be reduced by elastomeric vibration elim- inators. Spring isolators are not recommended. Consult an acoustical engineer in critical sound applications. For maximum isolation effect, isolate water lines and electrical conduit. Wall sleeves and rubber isolated piping hangers can be used to reduce the sound transmitted through water piping. To reduce the sound transmitted through electrical conduit. use flexible electrical conduit. State and local codes on sound emissions should always be considered. Since the environment in which a sound source is located affects sound pressure, unit place- ment must be carefully evaluated. Sound power levels for Trane air-cooled Series R® chillers are available on request. . :.:.:. ·: ·.:: .. : . .'. . . . . ........ ·:· ::·:·: : .. : :. : __ _. ·:::. : ...... :. :. .. : ·. :.: __ ::: .. :: .. : ..... : .:.::.::.: · ·: .... :. : .: ....... : .. ·: ...... : ... :· ·.: ... ~. · ..... · .... ~-.. : ..... :. ISOLAlO!i LOC.t.llOII / use w; x1eosooosaoo 1/2"-13 UUC LOCKllUT r r I J :1 L T r T1 1 J J. Ji. .Ji. Ji. .t. .t. .t. Ji. .t. Unit• with 2 Compres,ors rn T1 r T J I FIJ ... ,I. ... .,. ... Unh!. with 3 or more Compre!sou Figure 17 Unit Isolator Locations 36 RTAC-SVX01F-EN '· a .. TRANE . Installation -Mechanical Table a Unit Isolators Tonnage Efficiency Frequency Unit Type Condenser Isolator Part Quantity Rn Material Number 140 Std/High 50/60 Packaged AL X10140305620 B 140 Std/High 50/60 Remote AL X10140305610 8 140 Std/High 50/60 Packaged/Remote Cu X10140305620 B 155 Std/High 50/60 Packaged AL X10140305620 8 155 Std/High 50/60 Remote AL X10140305610 B 155 Std/High 50/60 Packaged/Remote Cu Xl 0140305620 8 170 Std/High 50/60 Packaged AL X10140305620 8 170 Std/High 50/60 Remote AL Xl0140305610 8 170 Std/High 50/60 Packaged/Remote Cu X10140305620 8 185 Std 50/60 Packaged AL X10140305620 8 185 High 50/60 Packaged AL X10140305620 10 185 Std 50/60 Remote AL X10140305610 8 185 High 50/60 Remote AL-X10140305610 10 185 Std 50/60 Packaged Cu X10140305620 8 185 High 50/60 Packaged Cu Xl0140305620 10 185 Std 50/60 Remote Cu X10140305620 8 185 High 50/60 Remote Cu X10140305620 10 200 Std 50/60 Packaged AL X10140305620 8 200 High 50/60 Packaged AL X10140305620 10 200 Std 50/60 Remote AL X10140305610 8 200 High 50/60 Remote AL Xl0140305610 10 200 Std 50/60 Packaged Cu X10140305620 8 200 High 50/60 Packaged Cu Xl0140305620 10 200 Std 50/60 Remote Cu X10140305620 8 200 High 50/60 Remote Cu X10140305620 10 225 Std 50/60 Packaged AL X1014D305620 10 225 Std 50/60 Remote AL Xto140305610 10 225 Std 50/60 Packaged/Remote Cu X10140305620 10 225 High 60 Packaged Al/Cu X10140305620 10 250 Std 50/60 Packaged AL X10140305620 10 250 Std 50/60 Remote AL X10140305610 10 250 Std 50/60 Packaged/Remote Cu X10140305620 10 250:. .. · ........ :.::.:High .. : .. :: ..... ::.:.:.:: :·.::·.60.:::: .. :. : ·:.:"":·:: "::· .. P.ackaged.: :.:· ·:.:: .. : .. :: .. : .. c ·:Al/Cu: .. ·.::. . · ...... :: .. : . X10140305620 :·.: .. · 10 250 Std 50 Packaged Al/Cu Xl0140305630 10 250 High 50 Packaged Al/Cu X10140305640 10 275 Std/High 50/60 Packaged Al/Cu X10140305640 10 300 Std/High 50/60 Packaged Al/Cu X10140305640 10 350 Std 60 Packaged Al/Cu X10140305640 10 350 Std 50 Packaged Al/Cu X10140305640 10 350 High 50/60 Packaged Al/Cu X10140305640 10 375 Std/High 50 Packaged Al/Cu X10140305640 10 400 Std/High 50/60 Packaged Al/Cu X10140305640 10 450 Std/High 60 Packaged Al/Cu X10140305640 10 500 Std 60 Packaged Al/Cu X10140305640 10 Noise Considerations Locate the outdoor unit away from sound sensitive areas. If required, install rubber vibration isolators in all water piping and use flexible electrical conduit. Consult an acoustical engineer for critical applications. Also refer to Trane Engineering Bulletins for application fnformation' on RTAC chillers. RT AC-SVX01 F-EN 37 ,, -TRANE. Installation -Mechanical Foundation Provide rigid, non-warping mounting pads or a concrete foundation of sufficient strength and mass to support the outdoor unit operating weight (i.e., including com- pleted piping, and full operating charges of refrigerant, oil and water). Refer to Table 1 though Table 5 in the General Information section for unit operating weights. Once in place, the outdoor unit must be level within 1/ 4' (6 mm) over its length and width. The Trane Company is not responsible for equipment problems resulting from an improperly designed or constructed foundation. NOTE: To allow for cleaning under the condensing coil, it is recommended that an opening be left between the unit base and the concrete pad. Clearances Provide enough space around the outdoor unit to allow the installation and mainte- nance personnel unrestricted access to all service points. Refer to submittal drawings for the unit dimensions. A minimum of 4 feet (1.2 ml is recommended for compressor service. Provide sufficient clearance for the opening of control panel doors. Refer to Figure 18 through Figure 19 for minimum clearances. In all cases, local codes which require additional clearances will take precedence over these recommendations. r---------7 fl Worldng cioonmco por National Eloclrlc Codo Arilolo 110-26. r - I -48' Cl!!19r,M> 1-42' (3607 r,M) Tube Rer,cvol Clea.ranee Area. <Non Control Panel End) I I I L--~====!1=:=~=:=!!:==:=fe~..wo. ., :, , :: : : :.:·,·::·:::::· .. :::.:·::::,., :-:-1. :::.:--.:-,:~:b::.;::=";a~:irr::;~:g;,;;i::: ·'·'·.ja··::::·:1-:-," ,: •. .,:,:,,:--.:. , : -,.:-: .. : . .,: :. --:::,:-: ,:, -: .. :-,:. ,,. , : I 1 malntenonce, !ICCftllS panel, and C12J9 1 nri> I LL-airflow. ________ __j Figure 18 Recommended Unit Clearances 15-foot bases 38 RTAC-SVX01F-EN ' Installation ... Mechanical Worldng Clearance per Nollonal Elcclrlc Code Arllclc 110-26. 1-----~~srmm)'-----1 r-----------I - I 4a• I (1219mm} : 000000 : 000000 L--~-----------,,~-'f I No obntrucllone rcCQmmended, 48• I Area requln,d fer unll operation, (1219mm) I L /~~,:~.'.1"ncc, accCDs panel, and __ 1 _ __J Figure 19 Recommended Unit Clearances 18-21 foot bases Warldng clooranco por NoUoncl /r =-ctrl~=-~-_:-_: -------r 45• (1219mm} I ,- 1 0000000 : CJC)C)OOOO L-~----------~I~~ No obalrucUono n,commondod. • I Area roqufrod for unit oporaUon, 4B j /lnOfn\onanco, QCCODB ponoJ, and (1219mm) L_L a1r11":.:._ _______ _j_J Figure 20 Recommended Unit Clearances 30-45 foot bases RTAC-SVX01 F-EN 157" (3975 mm) 39 e TRANE. I I I I L __ Installation -Mechanical Working Clearance per Natlonol Electric Code Article 110-26. ,-----------1-· 7 I 4a· I [ (1219mm) I I I 00000·0 I I I 000000 I I I r I j No obstructions recommended. 48n I Are.a required for unit operation, (1219 ) [ J Lmamtenance, access panel, and _J_mm airflow. L ------------~ 24" (610mm) Figure 21 Recommended Remote Evaporator Unit Clearances 15-30 foot bases r--------------------1----------------------, I I I 3 • I J C9M rv,) J I I I I I E-~---~---m-~~m : I t l Nr----tt-----ff----l'i-~r--l 1---~,2J::·'"'").------lffllHl:l:tt--l-l-fE:g----¾----EHf--f!YHlH cr.t'i,"'~,.,)f- t "U--~1--ii-;r-r--=1.1=-----tt----~ t . : :: -: ·.' ·:::. ·{:: :: ·:.:. ·.::"::.:.::.:·.:::.:c·.::.:: · .. : :.:::.:::.::·:· ·::. ... ... . ....... ... .. .. . ... : .. :: : ... : .. · .. :::.::::·:·. :: .... ,i. .: ........ :, ~~==-l : ~ Ho no~,,,..c'1cM ~ • : I ~~~~..,~=:~~1;d (r;r.-uril'I .t9J-4lrin> I I cn:ir;-,-.i,,:lcn I ]_ _ _ _ _ o.nd rn:iln"tt'Ylnncc-. _ _ _ _ _ _ _ _ _ ______________________ J Figure 22 Recommended Evaporator Clearance 40 Unobstructed flow of condenser air is essential to maintain chiller capacity and oper- ating efficiency. When determining unit placement, give careful consideration to assuring a sufficient flow of air across the condenser heat transfer surface. Two detri- mental conditions are possible and must be avoided if optimum performance is to be achieved: warm air recirculation and coil starvation. Warm air recirculation occurs when discharge air from the condenser fans is recycled back to the condenser coil inlet. Coil starvation occurs when free airflow to (or from} the condenser is restricteq. Both warm air recirculation and coil starvation cause reduction in unit efficiency and capacity due to the increased head pressures. RTAC-SVX01 F-EN ' -TRANE. Installation -Mechanical Debris, trash, supplies etc. should not be allowed to accumulate in the vicinity of the unit. Supply air movement may draw debris into the condenser coil, blocking spaces between coil fins and causing coil starvation. Special consideration should be given to low ambient units. Condenser coils and fan discharge must.be kept free of snow or other obstructions to permit adequate airflow for satisfactory unit operation. In situations wliere equipment must be installed with less clearance than recom- mended, such as frequently occurs in retrofit and rooftop applications, restricted air- flow is common. The Main Processor will direct the unit to make as much chilled water as possible given the actual installed conditions. Consult your Trane sales engi- neer for more details. NOTE: If the outdoor unit configuration requires a variance to the clearance dimen- sions, contact your Trane Sales Office Representative. Also refer to Trane Engineering Bulletins for application information on RTAC chillers. Unit Isolation and Leveling For additional reduction of sound and vibration, install the optional neoprene isolators. Construct an isolated concrete pad for the unit or provide concrete footings at the unit mounting points. Mount the unit directly to tl1e concrete pads or footings. Level the unit using the base rail as a reference. The unit must be level within 1/4-in (6 mm) over the entire length and width. Use shims as necessary to level the unit. Neoprene Isolator Installation 1. Secure the isolators to the mounting surface using the mounting slots in the iso- lator base plate. Do not fully tighten the isolator mounting bolts at this time. 2. Align the mounting holes in the base of the unit with the threaded positioning pins on the top of the isolators. 3. Lower the unit onto the isolators and secure the isolator to the unit with a nut. Maximum isolator deflection should be 1/4 inch (6 mm). 4. Level the unit carefully. Fully tighten the isolator mounting bolts. Drainage Provide a large capacity drain for water vessel drain-down during shutdown or repair. The evaporator is provided with a drain connection. All local and national codes apply. The vent on the top of the ey9_pqr_a~_qf _11V_at_~~b.9~..i? .. Pr.Q"'.i.c!edJo __ preV:ent.a vacuum by . ::.· .. ::::·: ... ·::·. ·.::·::--·:·;··:::.:.::::;allowiiig:·air"into'the'evaporator for complete· drainage: ....... -....... ... . . .. .... . RTAC-SVX01 F-EN Evaporator Water Piping Thoroughly flush all water piping to the unit before making the final piping connec- tions to the unit. Evaporator Piping Components and layout will vary slightly, depending on the location of connections and the water source. CAUTION Evaporator Damage! The chilled water connections to the evaporator are to be "victaulic" type connections. Do not attempt to weld these connections, as the heat generated from welding can cause microscopic and macroscopic fractures on the cast iron waterboxes that can lead to premature failure of the waterbox. To prevent damage to chilled water components, do not allow evaporator pressure (maximum working pressure) to exceed 150 psig (10.5 bar). 41 42 Installation -Mechanical Provide shutoff valves in lines to the gauges to isolate them from the system when they are not in use. Use rubber vibration eliminators to prevent vibration transmission through the water lines. If desired, instaft thermometers in the lines to monitor enter- ing and leaving water temperatures. Install a balancing valve in the leaving water line to control water flow balance. !nsta!I shutoff valves on both the entering and leaving water lines so that the evaporator can be isolated for service. CAUTION Use Piping Strainers! To prevent evaporator damage, pipe strainers must be installed in the water supplies to protect components from water born debris. Trane is not responsible for equipment-only-damage caused by water born debris. "Piping components" include all devices and controls used to provide proper water system operation and unit operating safety. These components and their general loca- tions are given be!ow. Entering Chilled Water Piping • Air vents (to bleed air from system). • Water pressure gauges with shutoff valves. • Vibration eliminators. • Shutoff {isolation} valves. Thermometers (if desired). • Clean-out tees. • Pipe strainer. Leaving Chilled Water Piping • Air vents (to bleed air from system). • Water pressure gauges with shutoff valves. Vibration eliminators. • Shutoff (isolation) valves. _._ ._ .-.-. : .:.:·:: .. ·:: :·.: _ . .-_ ·.:·:.::.-.:.-·.:::::.--.-~,: ... _I.~_!3-.f..~9..i:n.E:~!:lrs_, -.-.-.-.:·::::.-·.-. .-. :.-.: . .-.:.-.-.-··. : . .-.. ::.-. .-.:.:::·:. ::::··.-:: .... :. _ :. ::.-·.:· _. .. :·.:.:· -·-.: -.-.-: :·.: _. -... :·.- • Clean-out tees. • Balancing valve. • Flow Switch Evaporator Drain A 1 /2 inch drain connection is located under the outlet end of the evaporator waterbox. This may be connected to a suitable drain to permit evaporator drainage during unit servicing. A shutoff valve must be installed on the drain line. Evaporator Flow Switch Specific connection and schematic wiring diagrams are shipped with the unit. Some piping and control schemes, particularly those using a single water pump for both chilled and hot water. must be analyzed to determine how and or if a flow sensing device will provide desired operation. Follow the manufacturer's recommendations for selection and installation proce- dures. General guidelines for flow switch insta!lation are outlined below 1. Mount the switch upright, with a minimum of 5 pipe diameters of straight hori- zontal run on each side. Do not install close to elbows, orifices or valves. NOTE: The arrow on the switch must point in the direction of flow. RTAC-SVX01 F-EN 0 r• :,:: C. 100 E lO D " [;; l -- ... JOO .. ..... Installation -Mechanical 2. To prevent switch fluttering, remove all air from the water system. NOTE: The CH530 provides a 6-second time delay after a "loss-of-flow" diagnostic before shutting the unit down. Contact a qualified service representative if nuisance machine shutdowns persist. 3. Adjust the switch to open when water flow falls below the minimum flow rate. Evaporator data is given in the General Information section. Flow switch contacts are closed on proof of water flow. 4. Install a pipe strainer in the entering evaporator water line to protect components from waterborne debris. Evaporator Water Pressure Drop RTAC 140 -250 Ton Evnporutor Water Pressure Drop I ,., ..... ·--~------· ····,---······; ! I ! I ' fi I g, :a ~ /. ~ @~ ".1/"1 ~~ ' ~ ~ ~, i ~ ,// .// / I I ' /. / .,_; . ..,,,,,_.,. ! /_/-, ~// /2'/ J 'l f /7"/ /2 ~ 1/" ~ ······ !#'",t"'~_ ...... ... ... ....... .. !-y ¥ ! ; l J i l000 Flo,v Rnte (GP~I) . --2so5. 200H, 225H. 250l·I (60J-1z) ---2255, l851l ___._ 200s. 110J-J -185S, 155H -+--170S, 140H --1sss -1-1405 Figure 23 Evaporator Water Pressure Drop RTAC-SVX01 F-EN 43 -TRANE· 0 N :c !E. 0. e Cl .. .. :) "' ., I!! ti. 100.0 10.0 1.0 100 I I I I Installation -Mechanical Evaporator Water Pressure Drop RTAC 250 -500 Ton Water-Side Pressure Drop vs Flow Rate I I l I I I I, I ! i I ' I I! I I I ! I I 1 I I I ! I I I! I I ! I I I I I I I I I --2sos (50HzJ I I I i I I I I I I\ I ! I I I I 11 I I I I I Ii I I l I I !Yi!Jifl/ ! : I I 11 -'.=-275S u~~· [/! I .·' 300S, 250H (50Hz} ~· !) , I·' I, A ! l I I I f Ii' ~ IU I I I I I I I I I l Ii 350S (60 Hz}, 275H, 300H --*-350S {50Hz} ,. 1/ i I,u1 I I I I I I I J I Ii I 'r&·l I I I I I I f I i l I! /Ii I , .. · i I l' ! ! I I I I I l 'I I Ii/Ill-; i i I I I I I I I ! I -0-3755 (50Hz) y //./ff~ ' l'v! 'e'f-L·· I l ! I I I -+-400S, 350H i i -450S (60Hz}, 375H (S0Hz) I ! i I ; · 500S (B0Hz), 400H 1000 10000 Flow Rate (GPM} Figure 24 Evaporator Water Pressure Drop 44 . . ···.--,··.·.--.: ·.· .. , ... ,, .... ' ... ,·cAuitoN''· ,, .. ·.,. ,.·.· .. · .. :·.-., .. ,,:.,.-·,.:.,. , ............. , ... , .. ,, .. .-.,·,·· .... ·., , ... , .. . Proper Water Treatment[ ................. . .. ... . . . .... .. The use of untreated or improperly treated water in a unit may result in scaling, erosion, corrosion, algae or slime. It is recommended that the services of a qualified water treatment specialist be engaged to determine what water treatment, if any, is required. Trane assumes no responsibility for equipment failures which result from untreated or improperly treated water, or saline or brackish water. If using an acidic commercial flushing solution, construct a temporary bypass around the unit to prevent damage to internal components of the evaporator. Dirt, scale, products of corrosion and other foreign material will adversely affect heat transfer between the water and system components. Foreign matter in the chilled water system can also increase pressure drop and, consequently, reduce water flow. Proper water treatment must be determined locally, depending on the type of system and local water characteristics. RTAC-SVX01 F-EN -TRANE' Installation -Mechanical Neither salt nor brackish water is recommended for use in Trane air-cooled Series R® chillers. Use of either will lead to a shortened life to an indeterminable degree. The Trane Company encourages the employment of a reputable water treatment special- ist, familiar with local water conditions, to assist in this determination and in the establishment of a proper water treatment program. Using untreated or improperly treated water in these units may result in inefficient operation and possible tube damage. Consult a qualified water treatment specialist to determine whether treatment is needed. The following disclamatory label is provided on each RTAC unit: NOTE: The use of improperly treated or untreated water in this equipment may result in scaling, erosion. corrosion, algae or slime. The services of a qualified water treatment specialist should be engaged to determine what treatment, if any, is advisable. The Trane Company warranty specifically excludes liability for corrosion, erosion or deterioration of Trane equipment. Water Pressure Gauges Install field-supplied pressure components as shown in Figure 25. Locate pressure gauges or taps in a straight run of pipe; avoid placement near elbows, etc. Be sure to install the gauges at the same elevation on each shell if the shells have opposite-end water connections. Vcnls ----....... ·. , , -~ ~/4t::~i'? ~~L 8oloncin9 Valve Rgure 25 Suggested Piping for Typical RTAC Evaporator RTAC-SVX01 F-EN NOTE: Once the unit is installed at a site, one vertical or one diagonal unit support can be permanently removed if it creates an obstruction for water piping. To read manifolded pressure gauges, open one valve and close the other (depending upon the reading desired). This eliminates errors resulting from differently calibrated gauges installed at unmatched elevations. 45 \ 0 TRANE. Installation -Mechanical Water Pressure Relief Valves CAUTION Shell Damage! To prevent shelf damage, instan pressure relief valves in the evaporator water system. Install a water pressure relief valve in the evaporator inlet piping between the evapo- rator and the inlet shutoff valve, as shown in Figure 25. Water vessels with close-cou- pled shutoff valves have a high potential for hydrostatic pressure buildup on a water temperature increase. Refer to applicable codes for relief valve installation guidelines. Freeze Protection If the unit wifl remain operational at subfreezing ambient temperatures, the chilled water system must be protected from freezing. Heaters are factory-installed on the packaged unit evaporator and will lielp protect it from freezing in ambient..tempera-· tures down to -20°F (-29°C). Install heat tape on all water piping. pumps, water box nozzles and other components that may be damaged if exposed to freezing temperatures. Heat tape must be designed for low ambient temperature applications. Heat tape selection should be based on the lowest expected ambient temperature. Add a non-freezing, low temperature, corrosion inhibiting, heat transfer fluid may also be added to the chilfed water system. The solution must be strong enough to provide protection against ice formation at the lowest anticipated ambient temperature. Refer to Table 1 through Table 5 in the General Information section for evaporator water storage capacities. NOTE: Use of glycol type antifreeze reduces the cooling capacity of the unit and must be considered in the design of the system specifications. CAUTION Evaporator Damage! ALL unit chilled water pumps must be controlled by the Trane CH530 to .··· ... : ·: .. :· .... ::: .............. :::· :.c: .. avoid catastrophic damage to.the.evaporator due.to freezing. Refer to 46 RLC-PRB012-EN. Low Evaporator Refrigerant Cutout and % Glycol Recommendations 1. Solution freeze point is 4 deg F below operating point saturation temperature. 2. LRTC is 4 deg F below freeze point. Procedure 1. Is operating condition contained within Table 9? If no see "Special" below. 2. For leaving fluid temperatures greater than 40 deg F. use settings for 40 deg F. 3. Select operating conditions from Table 9. 4. Read off recommended % glycol. 5. Go to Table 10. From the% glycol. RT AC-SVX O 1 F-EN '· ,. Installation -Mechanical Important ~ TRANE. w 1. Additional glycol beyond the recommendations will adversely effect unit perfor- mance. The unit efficiency will be reduced and the saturated evaporator tempera- ture will be reduced. For some operating conditions this effect can be significant. 2. If additional glycol is used, then use the actual % glycol to establish the low refrigerant cutout setpoint. 3. The minimum low refrigerant cutout setpoint allowed is -5 deg F. The minimum is established by the solubility limits of the oil in the refrigerant. Specials The following constitute a special that must be calculated by engineering: 1. Freeze inhibitor other than Ethylene Glycol or Propylene Glycol. 2. Fluid delta T outside the range 4; to 16 deg F. 3. Unit configuration other than Standard, Standard with extra pass, and Premium. 4. % Glycol greater than maximum in column in Table 10. Special should all be calculated by engineering. The purpose of calculating is to make sure that design saturation temperature is greater than 3 deg F. Additionally, the calcu- lation must verify that the fluid freeze point is a minimum of 4 deg. F lower that the design saturation temperature. The low evaporator temperature cutout will be 4 deg F below the freeze point or -5 deg F. whichever is greater . . . ·:: .. · .. :. :: :::·:· :··:·:·::.: ::.:: :::::: ··: :·. ·~ ·::·::::::::::. : .. ::·: :: ::·. :·::···: :··::·:·.::·.:: · .. ·: .. : ... ·:. :·::::: ·: .: : .... ··:: ·: .. ·:·: ·: ... ·. : : ·.: :··: RTAC-SVX01 F~EN 47 '· 't Table 10 % Glycol 0 5 10 15 20 25 30 35 40 45 50 54 Installation -Mechanical Table9 Glycol Recommendations Ethylene Glycol Propylene Glycol DT 4 6 B 10 12 14 16 4 6 8 10 12 14 16 [Fl [C] -15 -14 -13 -12 -11 -10 -9 -15 -14 -13 -12 -11 -10 -9 38 5 5 5 5 6 6 6 7 7 8 ----3 34 11 11 11 12 13 13 15 17 ------1 30 15 16 17 18 19 21 ---------1 28 18 18 19 22 G -2 ----.. -----..... !:;. 26 11) -20 21 22 ----25 -----.. -3 ;::i .... 24 l1l 22 23 26 ... -----------a, -4 P. E 22 24 26 i! -------------6 ... QI 20 .... 26 30 cu ------------~ -7 Cl 18 29 C -8 -------------·; cu 16 a, 31 -----...I ---------9 14 ---30 -----------10 12 32 -------------·11 10.4 34 --------------12 .. These tables represent the MINIMUM RECOMMENDED glycol percentages for each operaung cond1t1on Operation is not recommended a\ certain operating conditions as some chillers may not satisfy maximum or minimum velocity requirements or minimum performance requirements. Contact Trane Sales Representative ................. fR~ more: infon:l)aiiqfl regard!1_1g _the.operating Hr.nits .of.a particular chiller ... Recommended Low Evaporator Refrigerant Cutout and ¾ Glycol Ethylene Glycol Propylene Glycol Low Refrig. Temp Cutout Solution Free:i:e Point Low Refrig. Temp Cutout Solution Free:i:e Point "F •c "F •c "F •c "F •c 28.0 -2.2 32 0 28.0 -2.2 32.0 0 25.0 -3.9 29 -1.7 25.3 -3.7 29.3 -1.5 21.5 -5.8 25.5 -3.6 22.4 -5.3 26.4 -3.1 17.5 -B.1 21.5 -5.8 19.1 -7.2 23.1 -4.9 12.8 ·10.7 16.8 -8.4 15.3 -9.3 19.3 -7.1 7.4 -13.7 11.4 -11.4 10.8 -11.8 14.8 -9.6 l.1 -17.2 5.1 -15.0 5.3 -14.8 9.3 -12.6 -5.0 -20.6 -2.3 -19.1 -1.3 -19.5 2.7 -16.3 -5.0 ·20.6 -10.8 -23.B -5.0 -20.6 -5.2 -20.7 -5.0 -20.6 -20.7 -29.3 -5.0 -20.6 -14.6 -25.9 -5.0 -20.6 -32.1 -35.6 -5.0 -20.6 -25.8 -32.1 -5.0 -20.6 -42.3 -4-1.3 -5.0 ·20.6 -36.1 -37.8 Chilled Water Temperature Cutout should be set to 5°F below the lowest allowable Chilled Water Set Point bases on the %Glycol. 48 RTAC-SVX01 F-EN 6 TRANE' 62 Installation -Electrical General Recommendations AH wiring must comply with local codes and the National Electric Code. Typical field wiring diagrams are included at the end of the manual. Minimum circuit ampacities and other unit electrical data are on the unit nameplate and in Table 17 though Table 19. See the unit order specifications for actual electrical data. Specific electrical schematics and connection diagrams are shipped with the unit. & WARNING Hazardous Voltage w/Capacitors! Disconnect all electric power, including remote disconnects before servicing. Follow proper lockout/tagout procedures to ensure the power cannot be inadvertently energized. For variable frequency drives or other energy storing components provided by Trane or others, refer to the appropriate manufacturer's literature for allowable waiting periods for discharge of capacitors. Verify With an appropriate voltmeter that all capacitors have discharged. Failure to disconnect power and discharge capacitors before servicing could result in death or serious injury. Note: For additional information regarding the safe discharge of capacitors, see PROD-SVB06A-EN or PROD-SVB06A-FR CAUTION Use Copper Conductors Only! Unit terminals are not designed to accept other types of conductors. Failure to use copper conductors may result in equipment damage. Important! Do not allow conduit to interfere with other components, structural members or .. :: : . ·: ... :. · ... : .: :· . ·: ::. : ·. ··::: : equipment-Control voltage (115V) wiring·in coiidliifintist be separate from · :. · conduit carrying low voltage {<30V) wiring. Caution: To prevent control malfunctions, do not run low voltage wiring (<30V) in conduit with conductors carrying more than 30 volts. RTAC-SVX01 F-EN Installation .. Electrical Table 17 Unit Electrical Data for Std. Efficiency at All Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor (Each) Fans (Each) #of Power Conns (1) HACR Rec. Time --------------------------- Unit Size RTAC 140 RTAC 155 Rated Voltage 200/60/3 1 200/60/3 2 230/60/3 1 230/60/3 2 380/60/3 380/60/3 2 460/60/3 1 460/60/3 2 575/60/3 1 575/60/3 2 400/50/3 400/50/3 2 200/60/3 1 200/60/3 2 230/60/3 230/60/3 2 3B0/60/3 1 380/60/3 2 460/60/3 1 460/60/3 2 575/60/3 1 575/60/3 2 400/50/3 I Breaker or Oelay or MCA (31 MOP (111 ROE (4) RLA 151 Clrt1/Ckt2 Clrt1/Ckt2 Ckt1/Ckt2 Qty Ckt1/Clrt2 660 364/364 581 320/320 348 192/192 290 160/160 232 12B/12B 333 184/184 730 433/364 641 380/320 380 228/192 319 189/160 255 152/128 373 800 600/600 800 500/500 450 300/300 400 250/250 300 200/200 450 300/300 1000 700/600 BOO 600/500 500 350/300 450 300/250 350 250/200 500 800 2 270-270 450/450 2 270/270 700 400/400 400 250/250 350 200/200 300 175/175 400 250/250 1000 600/450 BOO 450/400 450 300/250 400 225/200 300 200/175 450 2 235-235 2 235/235 2 142-142 2 142/142 2 118-118 2 11B/118 2 94-94 2 94/94 2 138-138 2 138/138 2 320-270 2 320/270 2 27B-235 2 278/235 2 168-142 2 168/142 2 139-118 2 139/118 2 111-94 2 111/94 2 168-138 XLRA IB} Ckt1/Ckt2 1498-1498 1498/1498 1314-1314 1314/1314 801-801 801/801 652-652 652/652 520-520 520/520 774-774 114n14 1845-1498 1845/1498 1556-1314 1556/1314 973-B01 973/B01 77<1-652 774/652 631-528 631/528 896-796 40015013 2 224/184 3501300 3001250 2 1601130 8B6n96 RTAC 200/60/3 1 785 1000 1000 2 320-320 1845-1845 170 200/60/3 2 433/433 700/700 600/600 2 320/320 1845/1845 230/60/3 1 691 800 BOO 2 278-278 1556-1556 230/60/3 2 380/380 600/600 450/450 2 278/278 1556/1556 380/60/3 1 413 500 500 2 168-168 973-973 380/60/3 2 228/228 350/350 300/300 2 168/168 973/973 460/60/3 1 343 450 400 2 139-139 774-774 ·:.: 46riisoia'. ·:2 ·:: ·: ·. ·:: i 89/i'as·:···::· 300/300 ','";·::225/225' :·: : ··i. :::· 1:iiih 39 ... :·:·:·: : .. 774T!74. . . 575/60/3 1 275 350 350 2 111-111 631-631 575/60/3 2 152/152 250/250 200/200 2 111/111 631/631 400/50/3 1 406 500 450 2 168-168 896--896 400/50/3 2 224/224 350/350 300/300 2 168/168 896/896 RTAC 200/60/3 874 1200 1000 2 386-320 2156-1845 185 200/60/3 2 522/433 800noo 1001600 2 3B6/320 2156/1845 230/60/3 1 770 1000 1000 2 336-278 1756-1556 230/60/3 2 459/380 700/600 600/450 2 336/278 1756/1556 380/60/3 460 600 600 2 203-166 1060-973 380/60/3 2 460/60/3 1 460/60/3 2 575/60/3 l 575/60/3 2 400/50/3 l 400/50/3 2 RTAC-SVX01 F-EN 275/228 450/350 3B2 500 228/189 350/300 306 400 1B3/152 300/250 446 600 264/224 450/350 350/300 2 203/168 450 2 168-139 300/225 2 168/139 350 2 134-111 225/200 2 134/111 500 2 198-16B 350/300 2 l98/11j8 1060/973 878-774 010n14 705-631 705/631 10B9·896 1089/896 YLRA (B) Ckt1/Ckt2 487-487 487/487 427-427 427/427 260-260 260/260 212-212 212/212 172-172 172/172 259-259 259/259 600-701 600nm 506-571 506/571 316-260 316/260 252-212 252/212 205-172 205/172 291-259 291/259 600-600 600/600 506-506 506/506 316-316 316/316 Qty. Control Ckt1/Ckt2 kW FLA VA (7) B 4/4 8 4/4 8 4/4 B 4/4 8 4/4 8 4/4 9 5/4 9 5/4 9 5/4 9 5/4 9 5/4 9 5/4 10 5/5 10 5/5 10 5/5 1.5 6.5 0.83 1.5 6,5 0.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 3.5 0.83 1.5 3.5 0.83 1.5 3.0 0.83 1.5 3.0 0.83 1.5 2.5 0.83 1.5 2.5 0.83 0.9 2.8 O.B3 0.9 2.8 0.83 1.5 6,5 0.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 3.5 0.83 1.5 3.5 0.83 1.5 3.0 0.83 1.5 3.0 0.83 1.5 2.5 0.83 1.5 2.5 0.83 0.9 2.8 0.83 0.9 2.8 0.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 6.5 O.B3 1,5 3.5 O.B3 1.5 3.5 0.83 ......... ~!j?:~?? ........ J().. 1.5 3.0 0.83 252i252 . .. .... 5/5"" .... "'1.5 3.0 0.83 205-205 205/205 291-291 291/291 701-600 701/600 571-506 571/506 345-316 345/316 285-252 285/252 229-205 229/205 354-291 354/291 10 5/5 10 5/5 11 6/5 11 6/5 11 6/5 11 6/5 11 6/5 11 6/5 1.5 2.5 0.83 1.5 2.5 0.83 0.9 2.8 0.83 0.9 2.8 0.83 1.5 6.5 O.B3 1.5 6.5 0.83 1.5 6.5 0.83 1.5 6.5 O.B3 1.5 3.5 O.B3 1.5 3.5 0.83 1.5 3.0 O.B3 1.5 3.0 0.83 1.5 2.5 0.83 1.5 2.5 0.83 0,9 2.8 0.83 0.9 2.8 0.83 63 Installation -Electrical Table 17 Unit Electrical Data for Std. Efficiency at All Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor (Each) Fans {Each) # of HACR Rec, Time Power Breaker or Deloy or Unit Rated Conns MCA(3) MOP 1111 RDE(4} RLA 151 XLRA (BJ YLRA {Bl Qty. Control Size Voltage {11 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1 /Ckt2 Qty Ckt1 /Ckt2 Ckt1/Ckt2 Cktl/Ckt2 Ckt1/Ckt2 kW FLA VA 17) RTAC 200/60/3 1 947 1200 1200 2 366·386 2156·2156 701-701 12 1.5 6.5 0.83 200 200/60/3 2 522/522 800/800 700/700 2 386/386 2156/2156 701/701 6/6 1.5 6.5 0.83 230/60/3 1 834 1000 1000 2 336-336 1756-1756 571-571 12 1.5 6.5 0.83 230/60/3 2 1159/459 70D/700 600/600 2 336/336 1756/1756 571/571 6/6 1.5 6.5 0.83 380/6D/3 1 499 700 6D0 2 203-203 1060-1060 345.345 12 1.5 3.5 0.83 380/60/3 2 275/275 450/450 350/350 2 203/203 1060/1060 345/345 6/6 1.5 3.5 0.83 460/60/3 1 414 500 500 2 168-168 878-878 2B5-285 12 1.5 3.0 0.83 460/60/3 2 228/228 350/350 300/300 2 168/168 878/878 285/285 6/6 1.5 3.0 0.83 575/60/3 1 323 450 400 2 134-134 705-705 229-229 12 1.5 2.5 0.83 575/60/3 2 183/183 300/300 225/225 2 134/134 705/705 229/229 6/6 1.5 2.5 0.83 400/50/3 1 479 60D 600 2 198-198 1089-1089 354-354 12 0.9 2.8 0.83 400/50/3 2 264/264 450/450 350/350 2 198/198 1089/1089 354/354 6/6 0.9 2.8 0.83 RTAC 200/60/3 1045 1200 1200 2 459-386 2525-2156 821-701 13 1.5 6.5 0.83 225 200/60/3 2 620/522 1000/800 800/700 2 459/386 2525/2156 821/701 7/6 1.5 6.5 0.83 230/60/3 1 920 1200 1200 2 399-336 2126-1756 691-571 13 1:5 6.5 0.83 230/60/3 2 545/459 800/700 700/600 2 399/336 2126/1756 691/571 7/6 1.5 6.5 0.83 380/60/3 l 551 700 700 2 242-203 1306-1060 424-345 13 1.5 3.5 0,83 380/60/3 2 327/275 500/450 400/350 2 242/203 1306/1060 424/345 7/6 1.5 3.5 0.83 460/60/3 l 457 600 600 2 200·168 1065-878 346-285 13 1.5 3.0 O.B3 460/60/3 2 271/228 450/350 350/300 2 200/168 1065/878 346/285 7/6 1.5 3.0 D.83 575/60/3 l 367 500 450 2 160-134 853-705 277-229 13 1.5 2.5 0.83 575/60/3 2 218/183 350/300 300/225 2 160/134 853/705 277/229 7/6 1.5 2.5 0.83 RTAC 200/6D/3 1 1124 1200 1200 2 459.459 2525-2525 821-821 14 1.5 6.5 0.83 250 200/60/3 2 620/620 1000/1000 BOO/BOO 2 459/459 2525/2525 821/821 7/7 1.5 6.5 0.83 230/60/3 1 989 1200 1200 2 399-399 2126-2126 691-691 14 1.5 6.5 0.83 230/60/3 2 545/545 800/800 700/700 2 399/399 2126/2126 691/691 7/7 1.5 6.5 0.83 380/60/3 594 800 700 2 242-242 1306-1306 424-424 14 1.5 3.5 0.83 380/60/3 2 327/327 50D/500 400/400 2 242/242 1306/1306 424/424 7/7 1.5 3.5 0.83 460/60/3 1 492 600 600 2 200-200 1065-1065 346-346 14 1.5 3.0 0.83 460/60/3 2 271/271 450/450 350/350 2 200/200 1065/1065 346/346 7/7 1.5 3.0 0.83 575/60/3 1 395 500 500 2 160-160 853-853 277-277 14 1.5 2.5 0,83 .. f,7_5/60/3 .2 ........ 218/218 ... 350/350 .. . 300/300 . . . 2 .... 160/160 . ............ 853/853 ........ . .. 2771277-....... 717 .......... 1.5 2.5 0.83 :·.· ... ·-. . . ............. -~. . . .. . . . .. . . ... .. . ... .. .. . . . . . .. . ... . . . .. . . .. .. .. . . .... . . ... . . . . .. . ... . ... . . . . . .. · ·lio'oi5oi3 · i' · · · '"553 · · · · · 100 700 3 138-138-198 796-796-1089 259-259-354 14 0.9 2.8 1.2 400/50/3 2 333/265 45D/450 400/350 3 138/138/198 796/796/1089 259/259/354 8/6 0.9 2.8 1.2 RTAC 200/60/3 1 NA 275 200/60/3 2 785/522 1000/800 1000/700 3 320/320/386 1845/1845/2156 600/600/701 10/6 1.5 6.5 1.2 230/60/3 1 NA 230/60/3 2 681/459 800/700 800/600 3 278/278/336 1556/1556/1756 506/506/571 10/6 1.5 6.5 1.2 380/60/3 1 NA 380/60/3 2 413/275 500/450 50D/350 3 168/168/203 973/973/1060 316/316/345 10/6 1.5 3.5 1.2 460/60/3 536 700 600 3 139-139-168 774-774-878 252-252-285 16 1.5 3.0 1.2 460/6D/3 2 343/228 450/350 400/300 3 139/T39/16B 774/774/878 252/252/285 10/6 1.5 3.0 1.2 575/60/3 430 500 500 3 111-111·134 631·631-705 205-205-229 16 1.5 2.5 1.2 575/60/3 2 275/.183 350/300 350/225 3 111-111/134 631/631/705 205/205/229 10/6 1.5 2.5 1.2 400/50/3 1 629 BOD 700 3 168-168-198 896·896· 1089 291-291-354 16 0.9 2.8 1.2 400/50/3 2 406/265 500/450 450/350 3 168/16B/198 896/896/1089 291/291/254 10/6 0.9 2.8 1.2 64 RTAC-SVX01 F-EN .. \. A ~ ·TRANE' Installation -Electrical Table 17 Unit Electrical Data for Std. Efficiency at All Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor (Each) Fans (Each} # or HACR Rec. Time Power Breaker or Delay or Unit Rated Conns MCA(3I MOP(11) RDE(4J RLA (5) XLRA (Bl YLRA IBJ Qty. Control Size Voltage (1) Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Qty Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA 17) RTAC 200/60/3 1 NA 300 200/60/3 2 947/522 1200/800 1200/700 3 386/3B6/386 2156/2156/2156 701/701/701 12/6 1.5 6.5 1.2 230/60/3 1 NA 230/60/3 2 B34/459 1000/700 1000/600 .3 336/336/336 1756/1756/1756 571/571/571 12/6 1.5 6.5 1.2 380/60/3 1 NA 380/60/3 2 499/275 700/450 600/350 3 203/203/203 1060/1060/1060 34 5/34 5/345 12/6 1.5 3.5 1.2 460/60/3 1 600 700 700 3 168-168-16B 878-878-878 285-285-285 18 1.5 3.0 1.2 460/60/3 2 414/228 500/350 500/300 3 168/168/168 878/878/878 285/285/285 12/6 1.5 3.0 1.2 575/60/3 1 481 600 600 3 134-134-134 705-705-705 229-229-229 18 1.5 2.5 1.2 575/60/3 2 332/183 450/300 400/225 3 134/134/134 705/705/705 229/229/229 12/6 1.5 2.5 1.2 400/50/3 694 800 800 3 198-198-198 1089-1089-1089 354-354-354 18 0.9 2.8 1.2 400/50/3 2 480/265 600/450 600/350 3 198/198/198 1089/1089/1089 354/354/354 12/6 0.9 2.8 1.2 RTAC 200/60/3 1 NA 350 200/60/3 2 1124/522 1200/800 1200/700 3 459/459/386 1845/1845/1845/ 821/821/701 14/6 1.5 6.5 1.2 1B45 230/60/3 I NA 230/60/3 2 989/459 1200/700 1200/600 3 399/399/336 1556/1556/1556/ 691/691/571 14/6 1.5 6.5 1.2 1556 380/60/3 1 NA 380/60/3 2 594/275 800/450 700/350 3 242/242/203 973/973/973/973 424/424/345 14/6 1.5 3.5 1.2 460/60/3 1 678 800 800 3 200-200-168 774.774.774.774 346-346-285 20 1.5 3.0 1.2 460/60/3 2 492/228 600/350 600/300 3 200/200/168 774/774/774/774 346/346/285 14/6 1.5 3.0 1.2 575/60/3 1 544 700 600 3 160-160-134 631-631-631-631 277-277-229 20 1.5 2.5 1.2 575/60/3 2 395/183 500/300 450/225 3 160/160/134 631/631/631/631 277/277/229 14/6 1.5 2.5 1.2 400/50/3 1 770 800 800 4 168-168-168-896-896-896-896 291-291-291-20 0.9 2.8 1.59 168 291 400/50/3 2 406/406 500/500 450/450 4 168/168/168/ 896/896/896/896 291/291/291/ 10/10 0.9 2.8 1.59 16B 291 RTAC 400/50/3 1 844 1000 1000 4 198-198-168-1089· 1089-896-896 354-354-291· 22 0.9 2.8 1.59 375 168 291 400/50/3 2 480/406 600/500 600/450 4 198/198/168/ 1089/1089/896/896 354/354/291/ 12/10 0.9 2.8 1.59 168 291 RTAC 200/60/3 1 NA 400 .... _.?0()/60/3.. -~ : :·::.:·:··:91)7/947:: ·· .. :1200/1200 .. ·.1200/1200 :A .. :· 386/386/3B6/.::·.:2156/2156/2156/ ·: .. 701/701/701/ ·:·:· .. 14/14 :·:. :· · · 1.5 386 2156 701 6.5 1.59 230/60/3 1 NA 230/60/3 2 834/834 1000/1000 1000/1000 4 336/336/336/ 1756/1756/1756/ 571/571/571/ 14/14 1.5 6.5 1.59 336 1756 571 380/60/3 1 NA 3B0/60/3 2 499/499 700/700 60D/600 4 203/203/203/ 1060/1060/1060/ 345/345/345/ 14/14 1.5 3.5 1.59 203 1060 345 460/60/3 1 786 800 BOD 4 168-168-168-878-878-878-878 285-285-285-28 1.5 3.0 1.59 16B 285 460/60/3 2 414/414 50D/500 500/500 4 168/168/168/ 878/878/878/878 285/285/285/ 14/14 1.5 3.0 1.59 16B 285 575/60/3 1 630 700 700 4 134-134-134· 705-705-705-705 229-229-229· 28 1.5 2.5 1.59 134 229 575/60/3 2 332/332 450/450 400/400 4 134/134/134/ 705/705/705/705 229/229/229/ 14/14 1.5 2.5 1.59 134 229 400/50/3 909 1000 1000 4 198-198-198· 1089-1089-1089-354.354.354. 28 0.9 2.8 1.59 198 1089 354 400/50/3 2 480/480 600/600 600/600 4 198/198/198/ 1089/10B9/1089/ 354/354/354/ 14/14 0.9 2.8 1.59 198 1089 354 RTAC-SVX01 F-EN 65 -TRANE. Installation -Electrical Table 17 Unit Electrical Data for Std. Efficiency at All Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor (Each) Fans {Each) HACR Rec. Time ----"-------------------'---'------- Breaker or Delay or Unit Size Rated Voltage # of Power Conns (11 MCA {3} MOP {11) ROE (4) RLA {5) XLRA (8) Ckt1/Ckt2 YLRA (Bl Ckt1/Ckt2 Qty. Control Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Qty Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA (71 NA RTAC 450 200/60/3 1 200/60/3 2 1124/947 1200/1200 1200/1200 4 459/459/386[ 2525/2525/2156/ 821/821/701/ 14/12 1.5 6.5 1.59 230/60/3 1 230/60/3 2 386 2156 701 NA 989/834 1200/1000 1200/1000 4 399/399/336/ 2126/2126/1756/ 691/691/571/ 14/12 336 1756 571. 380/60/3 NA 380/60/3 2 460/60/3 460/60/3 2 575/60/3 575/60/3 2 RTAC 200/60/3 1 500 200/60/3 2 Notes: 230/60/3 1 230/60/3 2 380/60/3 1 380/60/3 2 460/60/3 460/60/3 2 575/60/3 575/60/3 2 594/499 864 492/414 693 395/332 NA 800/700 1000 600/500 BOO 500/450 700/600 1000 600/500 800 450/400 4 4 4 4 4 242/242/203[ 203 200·200-168· 168 200/200/168[ 168 160-160-134- 134 160/160/134/ 134 1306/1306/1060/ 424/424/345/ 1060 345 1065-1065-878-878 346·346-285- 285 1065/1065/878/878 346/346/285/ 265 853·853-705-705 277-277-229- 229 B53/853/705/705 277 /277 /229/ 229 14/12 26 14/12 26 14/12 1124/1124 1200/1200 1200/1200 4 459/459/459/ 2525/2525/2525/ 821/821/821/ 14/14 4~ 2~5 m1 NA 989/989 1200/1200 1200/1200 4 399/399/399/ 2126/2126/2126/ 691/691/691/ 14/14 NA 594/594 929 490/490 745 393/393 800/800 1000 600/600 800 500/500 700/700 1000 6D0/600 800 450/450 4 4 4 4 4 399 2126 691 242/242/242/ 242 200-200-20D· 200 200/200/200/ 200 160-160-160- 160 160/160/160/ 160 1306/1306/1306/ 424/424/424/ 1306 424 1065-1065· 1065- 1065 1065/1065/1065/ 1065 853-853-853-B53 346-346-346- 346 346/346/346/ 346 277-277-277- 277 853/853/853/853 277/277/277/ 277 14/l4 28 14/14 28 14/14 1.5 6.5 1.59 1.5 1.5 1.5 1.5 1.5 3.5 1.59 3.0 1.59 3.0 1.59 2.5 1.59 2.5 1.59 1.5 6.5 1.59 1.5 6.5 1.59 1.5 1.5 1.5 1.5 1.5 3.5 1.59 3.0 1.59 3.0 1.59 2.5 1.59 2.5 1.59 1. As standard, 140-250 ton (60 Hz} units and 140·200 ton (SOHz} units have a single point power connection. Optional dual point power connections are available.: M staiiaariJ, ·275.500 ton ·1i:iOHil ·unit:S'ani:! 250400 ·ion. f Soi-izi ·units have ioar point pti0e~ ~~-rinei:ti6~s: ·. o6iional ·single point power. connections are available on 380\/, 460V 575V/50 Hz and 400V/50 Hz units. 2. Max Fuse or HACR type breaker"' 225 percent of the largest compressor ALA plus 100 percent of the second compressor ALA, plus the sum of the condenser fan FLA per NEC 440-22. !Use FLA per circuit, NOT FLA lor the entire unit). 3. MCA -Minimum Circuit Ampacity -125 percent of largest compressor RLA plus 100 percent of the second compressor RLA plus the sum of the condenser fans FLAs per NEC 440-33. 4. RECOMMENDED TIME DELAY OR DUAL ELEMENT !ROE} FUSE SIZE: 150 percent ol the largest compressor ALA plus 100 percent of the second compressor ALA and the sum of the condenser fan FLAs. 5. RLA • Rated Load Amps -rated in accordance with UL Standard 1995. 6. Local codes may take precedence. 7. Control VA includes operational controls only. Does not Include ewporator heaters. 8. XLRA • Locked Rotor Amps -based on full winding Ix-line} start units. YLRA for wye-delta starters is -1/3 of LAA of x-line units. 9. Voltage Utilization Range: Rated Voltage 200/60/3 230/60/3 380/60/3 460/60/3 575/60/3 400/50/3 Use Range 180-220 208-254 342-•118 414-506 516-633 360-440 10. A separate 115/60/1, 20 amp or 220/50/1, 15 amp customer provided power connection is required to power the evaporator heaters (1640 watts}. 11. ff factory circuit breakers are supplied with the chiller, then these values represent Maximum Overcurrent Protection (MOP}. 66 RTAC-SVX01 F-EN ... -TRANE" Installation -Electrical Table 18 Unit Electrical Data for High Efficiency at Std. Ambient Operation Unit Wiring Motor Data Compressor IEachJ Fans (Each) # of Unit Size Rated Voltage Power MCA (3) Conns Ckt1/ Max. Fuse, HACR Breaker or MOP (11) Ckt1/Ckt2 Rec. Time Delay or RDE{41 Ckt1/Ckt2 RLA {5} Qty Ckt1/Ckt2 XLRA (8) Ckt1/Ckt2 YLRA (8) Oty. Control {1) Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA (7) RTAC 140 200/60/3 200/60/3 230/60/3 2 648 356/356 572 800 600/600 700 800 450/450 700 2 259-259 2 259/259 2 225-225 1498-1498 1498/1498 1314-1314 230/60/3 2 314/314 500/500 400/400 2 225/225 1314/1314 380/60/3 1 341 450 400. 2 136-136 801-801 3B0/60/3 2 18B/188 300/300 225/225 2 136/136 801/801 460/60/3 285 350 350 2 113-113 652-652 460/60/3 2 157/157 250/250 200/200 2 113/113 652/652 575/60/3 1 228 300 250 2 90-90 520-520 575/60/3 2 125/125 200/200 150/150 2 90/90 520/520 400/50/3 1 325 450 400 2 132-132 774-774 400/50/3 2 179/179 300/300 225/225 2 132/l32 774/774 487-487 10 1.5 6.5 0.83 487/487 5/5 1.5 6.5 0.83 427-427 10 1.5 6.5 0.83 427 /427 5/5 1.5 6.5 0.83 260-260 10 1.5 3.5 0.83 260/260 5/5 1.5 3.5 0.83 212-212 212/212 172-172 172/172 259-259 259/259 10 5/5 10 5/5 10 5/5 1.5 3.0 1.5 3.0 1.5 2.5 1.5 2.5 0.9 2.8 0.9 2.8 0.83 O.B3 0.83 0.83 0.83 O.B3 RTAC 200/60/3 1 712 1000 800 2 305-259 1845-149B 600-467 600/487 506-427 506/427 316-260 316/260 252-212 252/212 205-172 205/172 291-259 291/259 11 6/5 11 6/5 11 6/5 11 6/5 11 6/5 11 6/5 1.5 6.5 1.5 6.5 1.5 6.5 1.5 6.5 1.5 3.5 0.83 0.83 0.83 0.83 0.83 155 200/60/3 2 421/356 700/600 500/450 2 305/259 1845/149B 230/60/3 1 628 BOO 700 2 265-225 1556-1314 230/60/3 2 371/314 600/500 450/400 2 265/225 1556/1314 380/60/3 1 376 500 416 2 161-136 973-801 3B0/60/3 2 222/188 350/300 300/225 2 161/136 . 973/801 460/60/3 1 313 400 350 2 133-113 774-652 1.5 3.5 0.83 1.5 3.0 0.83 460/60/3 2 185/157 300/250 225/200 2 133/113 774/652 575/60/3 250 350 300 2 106·90 631-528 575/60/3 2 148/125 250/200 175/150 2 106/90 631/52B 400/50/3 1 363 500 450 2 160-132 B96-796 400/50/3 2 217/179 350/300 300/225 2 160/132 896/796 RTAC 200/6013 1 765 1000 1000 2 305-305 1845-1845 17o 200/60/3 2 421/421 700/700 500/500 2 305/305 1845/1845 230/60/3 675 BOO 800 2 265-265 1556-1556 230/60/3 2 371/371 600/600 450/450 2 265/265 1556/1556 600-600 600/600 506-506 506/506 12 6/6 12 6/6 1.5 3.0 1.5 2,5 1.5 2.5 0.9 2.B 0.9 2.8 1.5 6.5 1.5 6.5 1.5 6.5 1.5 6.5 380/60/3 404 500 450 2 161-161 973.973 316-316 12 1.5 3.5 380/60/3 2 222/222 350/350 300/300 2 161/161 973/973 316/316 6/6 1.5 3.5 460/60/3 336 450 400 2 133-133 774-774 252-252 12 1.5 3.0 .... 4~0/~0(3 . ..2. ....... )fl.SW\~ ..... ?.9\J/3!)0 _ . .:/25/2;2_5 ........ 2 ..... 133/133 ......... 774/774 .... : : .. 252/2~2 :.: ... 6/6_ ·:--.: ::--.. 1.!:5 3.0 · s151501a .. 1 ......... 269 ........... 3so · ........ "aocr ......... i ... 1ofi:1aif · .. · e31:ii':31 · 205-205 12 1.5 2.5 575/60/3 2 148/148 250/250 175/175 2 106/106 631/631 205/205 6/6 1.5 2.5 400/50/3 1 394 500 450 2 160-160 896-896 291-291 12 0.9 2.8 400/50/3 2 217/217 350/350 300/300 2 160/160 896/896 291/291 6/6 0.9 2.8 RTAC 200/60/3 1 856 1200 1000 2 373-305 2156-1B45 701-600 185 200/60/3 2 512/421 800/700 700/500 2 373/305 2156/1845 701/600 230/60/3 1 755 1000 1000 2 324-265 1756-1556 230/60/3 2 451/371 700/600 600/450 2 324/265 1756/1556 380/60/3 1 452 600 500 2 196-161 1060-973 571-506 571/506 1.5 6.5 1.5 6.5 1.5 6.5 1.5 6.5 1.5 3.5 O.B3 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 380/60/3 2 270/222 450/350 350/300 2 196/161 1060/973 460/60/3 375 500 450 2 162-133 878-774 345-316 345/316 285-252 13 7/6 13 7/6 13 7/6 13 7/6 13 7/6 13 7/6 1.5 3.5 0.83 1.5 3.0 0.83 460/60/3 2 224/185 350/300 300/225 2 162/-133 878/774 575/60/3 1 301 400 350 2 130-106 705-631 575/60/3 2 180/14B 300/250 225/175 2 130/106 705/631 400/50/3 433 600 500 2 189-160 1089-896 400/50/3 2 256/217 400/350 350/300 2 189/160 1089/896 RTAC-SVX01 F-EN 285/252 229-205 229/205 354-291 354/291 1.5 3.0 1.5 2.5 1.5 2.5 0.9 2.8 0.9 2.8 0.83 0.83 O.B3 0.83 0.83 67 ' Installation -Electrical Table 18 Unit Electrical Data for High Efficiency at Std. Ambient Operation Unit Size RTAC 200 RTAC 225 RTAC 250 Rated Voltage 200/60/3 200/60/3 230/60/3 230/60/3 380/60/3 380/60/3 460/60/3 460/60/3 575/60/3 575/60/3 400/50/3 400/50/3 200/60/3 200/60/3 230/6D/3 230/60/3 380/60/3 380/6D/3 46D/6D/3 460/60/3 575/60/3 575/60/3 20D/60/3 200/6D/3 230/60/3 23D/60/3 380/60/3 380/60/3 460/60/3 460/60/3 Unit Wiring # of Power MCA [3) Conns Ckt1/ {1J Ckt2 Max. Fuse, HACR Breaker or MOP (11) Ckt1/Ckt2 1 2 1 2 1 2 1 2 1 2 2 1 2 1 2 1 2 1 2 1 2 2 1 2 l 2 1 2 931 120D 512/512 800/800 820 1D00 451/451 1oonoo 490 600 270/270 450/450 407 500 224/224 350/350 328 450 180/180 300/300 464 6D0 256/256 400/400 1023 120D 611/5D6 1000/800 900 1200 537/544 800/700 539 700 322/266 500/450 447 267/221 359 214/178 1110 611/611 977 537/537 585 322/322 465 267/267 600 45D/350 500 350/300 1200 100D/1000 1200 800/8D0 800 500/500 600 450/45D Rec. Time Delay or RDEl4J Ckt1/Ckt2 120D 700/700 1000 600/600 600 350/350 45D 300/300 400 225/225 6D0 350/350 1200 800/600 1000 700/600 600 400/350 5D0 350/300 4D0 300/225 1200 800/800 120D 700/700 70D 400/400 600 350/350 Motor Date Compressor !Each) RLA (5) Qty Ckt1/Ckt2 2 373.373 2 373/373 2 324-324 2 324/324 2 196-196 2 196/196 2 162-162 2 162/162 2 13D-130 2 13D/130 2 189-189 2 189/189 2 447-373 2 447/373 2 388-224 2 388/324 2 235-196 2 235/196 2 2 2 2 2 2 2 2 2 2 2 2 194-162 194/162 155-130 155/130 447-447 447/447 388-388 3B8/388 235-235 235/235 194/-194 194/194 XLRA (BJ Ckt1/Ckt2 2156-2156 2166/2156 1756-1756 1756/1756 1060-1060 1060/106D 878-878 B78/878 7D5-705 7D5/705 1089-1089 1089/1089 2525-2156 2525/2156 2126-1756 2126/1756 1306-106D 13D6/1060 1065-878 1065/878 853-7D5 853/705 2525-2525 2525/2525 2126-2126 2126/2126 1306-13D6 1306/1306 1065-1065 1065/1065 Fans {Each) YLRA (8) Qty. Control Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA 17J 701-701 701/701 571-571 571/571 345.345 345/345 285-285 2B5/285 229-229 229/229 354-354 354/354 821-701 821/701 691-571 691/571 424-345 424/345 346-285 346/285 277-229 277/229 821-821 821/E!21 691-691 691/691 424-424 424/424 346-346 346/346 14 7/7 14 7/7 14 7/7 14 7/7 14 7/7 14 m 14 8/6 14 8/6 14 8/6 14 8/6 14 8/6 16 8/8 16 8/8 16 8/8 16 8/8 1.5 6.5 O.B3 1.5 6.5 O.B3 1.5 6.5 0.83 1.5 6.5 0.83 1.5 3.5 D.83 1.5 3.5 O.B3 1.5 3.0 0.83 1.5 3.D 0.83 1.5 2.5 0.83 1.5 2.5 D.83 0.9 2.8 D.83 0.9 2.8 0.83 l.5 6.5 0.83 1.5 6.5 0,83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 3.5 0.83 1.5 3.5 0.83 1.5 3.0 0.83 1.5 3.D 0.63 1.5 2.5 0.83 1.5 2.5 D.83 1.5 6.5 D.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 6.5 0.83 1.5 3.5 0.83 1.5 3.5 0.83 1.5 3.0 0.83 1.5 3.0 0.83 575/60/3 1 3B9 500 450 2 155-155 853-853 277-277 7/4 1.5 2.5 D.83 D.83 1.2 1.2 ... 575/~.Q/~.. 4 ......... ?.1:9/2]~ ... ~5!)/350 ......... 300/300. . . .2 ....... 155/155 ........ 853/853 .......... 277/277. ........ 8/8 . . ....... 1.5 2.5 .... ·,ioojS0/3 .... ,... ........ 54if . .. . ioo" ......... 6·cio ......... if. ··132:i32~189 ... 795.7gi;:1oiis.. 259:259:as·.i" is· . .. . 0.9 2.8 400/50/3 2 325/254 450/400 400/350 3 132/132/189 796/796/1089 259/259/354 10/6 0.9 2.8 RTAC 200/6D/3 1 NA 275 200/60/3 2 765/506 1000/800 230/60/3 1 NA 230/60/3 2 675/444 8D0/700 380/60/3 1 NA 380/60/3 2 405/266 500/450 460/60/3 1 523 600 460/60/3 2 336/221 450/350 575/60/3 1 420 500 575/60/3 2 269/178 350/300 400/50/3 1 607 70D 400/50/3 2 394/254 500/400 1000/60D 8D0/6D0 450/350 60D 400/300 <150 300/225 700 450/350· 3 305/305/373 1B45/1845/2156 600/600/701 12/6 3 265/265/324 1556/1556/1756 506/506/571 12/6 3 161/161/196 973/973/106D 316/316/345 12/6 3 133-133-162 774-774-878 252-252-285 18 3 133/133/162 77/-774/878 252/252/285 12/6 3 106-106-130 631-631-705 205-205-229 18 3 106/106/130 631/631/705 2D5/205/229 12/6 3 160-160-189 896-896-1089 291-291-354 18 3 160/160/189 896/896/1089 291/291/254 12/6 1.5 6.5 1.5 6.5 1.5 3.5 1.5 3.0 1.5 3.0 1.5 2.5 1.5 2.5 0.9 2.8 0.9 2.B 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 68 RTAC-SVX01 F-EN Installation ... Electrical Table 18 Unit Electrical Data for High Efficiency at Std. Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor !Each) Fans (Each) # of HACR Rec. Time Power MCA(3) Breaker or Delay or Unit Rated Conns Ckt1/ MOP (11) ROE (4} ALA(5) XLRA (8) YLRA (8) Qty, Control Size Voltage (1) Ckt2 Ckt1/Ckt2 Cktl/Ckt 2 Qty Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA{7) ATAC 200/60/3 1 NA 300 200/60/3 2 931/506 1200/800 1200/600 3 373/373/373 2156/2156/2156 701/701/701 14/6 1.5 6.5 1.2 230/60/3 1 NA 230/60/3 2 820/444 1000/700 1000/600 3 324/324/324 1756/1756/1756 571/571/571 14/6 1.5 6.5 1.2 380/60/3 NA 380/60/3 2 490/266 600/450 600/350 3 196/196/196 1060/1060/1060 345/345/345 14/6 1.5 3.5 1.2 460/60/3 587 700 700 3 162-162 • 162 87B-878-878 285-285-285 20 1.5 3.0 1.2 460/60/3 2 407/221 500/350 450/300 3 162/162/162 878/878/878 285/285/285 14/6 1.5 3.0 12 575/60/3 473 500 500 3 130-130-130 705-705-705 229-229-229 20 1.5 2.5 1.2 575/60/3 2 328/178 450/300 400/225 3 130/130/130 705/705/705 229/229/229 14/6 1.5 2.5 1.2 400/50/3 1 671 800 BOO 3 189-189-189 1089-1089-1089 354.354.354 20 0.9 2.8 1.2 400/5D/3 2 465/254 600/400 600/350 3 189/l 89/189 10B9/1089/1089 354/354/554 14/6 0.9 2.8 1.2 RTAC ·200/60/3 1 NA 350 200/60/3 2 765/765 1000/1000 1000/1000 4 305/305/305/ 1845{1845/ 600/600/ 12/12 1.5 6.'5 1.2 305 1845/1845 600/600 230/60/3 NA 230/60/3 2 675/675 800/800 800800 4 265/265/265/ 1556/1556/ 506/506/506/ 12/12 1.5 6.5 1.2 265 1556/1556 506 380/60/3 1 NA 380/60/3 2 405/405 500/500 450/450 4 161/161/161/ 973/973/973/ 316/316/316/ 12/12 1.5 3.5 1.2 161 973 316 460/60/3 638 700 700 4 133-133-133-774.774.774.774 252-252-252· 24 1.5 3.0 1.2 133 252 460/60/3 2 336/336 450/450 400/400 4 133/133/133/ 774/774/774/774 252/252/252/ 12/12 1.5 3.0 1.2 133 252 575/60/3 511 600 600 4 106·106· 631-631-631-205-205-24 1.5 2.5 1.2 106-106 631 205-205 575/60/3 2 269/269 350/350 300/300 4 106/106/ 631/631/631/ 205/205/ 12/12 1.5 2.5 1.2 106/106 631 205/205 400/50/3 748 800 800 4 160-160· 896-896-896-291-291-24 0.9 2.8 1.59 160-160 896 291-291 400/50/3 2 394/394 500/500 450/450 4 160/160/ 896/896/896/ 291/291/ 12/12 0.9 2.8 1.59 160/160 896 291/291 RTAC. -.:. 4P0/1:?P/:L.-.-. ·+ .. :.:· .. ::·. 8.19::.:· ·,: ·:.:1000---.·.::··,:,:·1000.:.· .. :::-.'I ,. :::.189cl89a::--, .1089-1089· ··:.:354-3540: :·: ·.26 .·, ::0.9 2.B ·.1.59. 375 160-160 896-896 291-291 400/50/3 2 465/394 600/500 600/450 4 189/189/ 1089/1089/ 254/254/ 14/12 0.9 2.8 1.59 160/160 896/896 291/291 RTAC-SVX01 F-EN 69 ' -TRANE" Installation -Electrical Table 18 Unit Electrical Data for High Efficiency at Std. Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor (Each) Fans !Each) #of HACA Rec. Time Power MCA(3} Brealmr or Delay or Unit Rated Conns Clrt1/ MOP (11) RDE[4) ALAl51 XLAA {8) YLRA {B) Qty. Control Size Voltage Ill Ckt2 Ckt1/Ckt2 Cktl/Ckt2 Qty Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA(7} RTAC 200/60/3 l NA 400 200/60/3 2 931/931 1200/1200 1200/1200 4 373/373/ 2156/2156/ 701/701/ 14/14 1.5 6.5 1.59 373/373 2156/2156 701/701 230/60/3 1 NA 230/60/3 2 820/820 1000/1000 1000/1000 4 324/324/ 1756/1756/ 571/571/ 14/14 1.5 6.5 1.59 324/324 1756/1756 571/571 380/60/3 l NA 380/60/3 2 490/490 600/600 600/600 4 196/196/ 1060/1060/ 345/345/ 14/14 1.5 3.5 1.59 196/196 1060/1060 345/345 460/60/3 773 800 BOO 4 162-162-878-878-878-285-285-28 1.5 3.0 1.59 162-162 878 285-285 460/60/3 2 407/407 500/500 450/450 4 162/162/ 878/878/878/ 285/285/ 14/14 1.5 3.0 1.59 162/162 878 285/285 575/60/3 623 700 700 4 130-130-705-705-705-229·229-28 1.5 2.5 1.59 130·130 705 229·229 575/60/3 2 328/328 450/450 400/400 4 130/130/ 705/705/705/ 229/229/ 14/14 1.5 2.5 1.59 130/130 705 229/229 400/50/3 882 1000 1000 4 189-189-1089-10B9-354.354. 28 0.9 2.8 1.59 189-189 1089-1089 354-354 400/50/3 2 465/465 600/600 600/600 4 189/189/ 1089/1089/ 354/354/ 14/14 0.9 2.8 1.59 189/189 1089/1089 354/354 Notes: l. As standard. 140-250 ton {60 Hzl units and 140-200 ton !50Hz) units have a single point power connection. Optional dual point power connections are available. As standard, 275-500 ton !60Hz) units and 250-400 ton {50Hz) units have dual point power connections. Optional single point power connections are available on 380\/, 460V 575V/50 Hz and 400V/50 Hz units. 2. Max Fuse or HACR type breaker= 225 percent of the largest compressor ALA plus 100 percent of the second compressor ALA, plus the sum of the condenser fan FLA per NEC 440-22. !Use FLA per circuit, NOT FLA for the entire unit}. 3. MCA -Minimum Circuit Ampacity • 125 percent of largest compressor ALA plus 100 percent of the second compressor RLA plus the sum of the condenser fans FLAs per NEC 440-33. 4. RECOMMENDED TIME DELAY OR DUAL ELEMENT fRDE) FUSE SIZE: 150 percent of the largest compressor ALA plus 100 percent of the second compressor RLA and the sum of the condenser Ian FLAs. 5. ALA· Rated Load Amps· rated in accordance with UL Standard 1995. 6. .~C!!=?f c_od_e_~ may J?.k~ P.tec~denc~. ....... . .... .. ..... .. . . . ..... . . . . . . . . . .. .. . .. . .. . . . . . .......... ·-······· ...................... . 7. ciiiifrcifVii iiiclucies·opeiatii:inai coriirciis ciiiiv:··ooes rioi incl~ct~ e~apoiaior ·hea.ter~: · . ... .. .. . . . . . . . . . . . .... . 8. XLRA • Locked Rotor Amps -based on full winding (x-line) start units. YLRA for wye-delta starters is -1/3 of LAA of x-line units. 9. Voltage Utilization Range: Rated Voltage ·200/60/3 230/60/3 380/60/3 460/60/3 575/60/3 400/50/3 Use Range 180-220 208-254 342-418 414-506 516-633 360-440 10. A separate 115/60/1. 20 amp or 220/50/1, 15 amp customer provided power connection is required to power the evaporator heaters {1640 watts). 11. If factory circuit breakers are supplied with the chiller. then these values represent Maximum Overcurrent Protection (lvlOP). 70 RTAC-SVX01 F-EN e TRANE" Installation -Electrical Table 19 Unit Electrical Data for High Efficiency at High Ambient Operation Unit Size RTAC 140 RTAC 155 RTAC 170 RTAC 185 Unit Wiring Motor Data JVlax. Fuse, Compressor !Each) Fans (Each) # of HACR Power Breal,er or Rated Voltage Conns MCA {3) MOP (11) Rec. Time DelayorRDE (4) Ckt1/Ckt2 RLA {5) XLRA (Bl YLRA (Bl Oty. Control VA(7) (1) Ckt1/Ckt2 Ckt1/Ckt2 Qty Clrt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FLA 200/60/3 200/60/3 230/60/3 673 800 800 450/450 700 400/400 400 250/250 350 200/200 300 175/175 2 270-270 1498-1498 487-487 10 1.5 6.5 0.83 0.83 0.83 2 370/370 600/600 2 270/270 1498/1498 487/487 5/5 1.5 6.5 1 594 700 2 235-235 1314-1314 427-427 10 1.5 6.5 230/60/3 2 327/327 500/500 2 235/235 1314/1314 427/427 380/60/3 355 400 2 142-142 801-8D1 260-260 380/60/3 2 195/195 300/300 2 142/142 801 /801 260/260 460/60/3 l 296 400 2 118-118 652-652 212-212 460/60/3 2 163/163 250/250 2 118/118 652/652 212/212 575/60/3 1 237 300 2 9•1-94 520-520 172-172 575/60/3 2 130/130 200/200 2 94/94 520/520 172/172 400/50/3 1 339 450 400 2 138-138 774-774 259-259 400/50/3 2 187/187 300/300 225/225 2 13B/138 774/774 259/259 200/60/3 1 742 1000 1000 2 320-270 1845-1498 600-487 200/60/3 2 439/370 700/600 600/450 2 320/270 1845/1498 600/487- 230/60/3 1 654 800 BOO 2 278·235 1556-1314 506-427 230/60/3 2 387/327 600/500 500/400 2 278/235 1556/1314 506/427 380/60/3 391 500 450 2 168-142 973-801 316--260 380/60/3 2 231/195 350/300 300/250 2 16B/142 973/801 316/260 460/60/3 325 450 400 2 139-118 774-652 252-212 460/60/3 2 192/163 300/250 225/200 2 139/118 774/652 252/212 575/60/3 1 261 350 300 2 111·94 631-528 205-172 575/60/3 2 154/130 250/200 200/175 2 111/94 631/52B 205/172 400/50/3 1 379 500 450 2 168-13B 896-796 291-259 400/50/3 2 227/187 350/300 300/225 2 168/138 8961796 291/259 200/60/3 1 798 1000 1000 2 320-320 l 845-1845 600-600 200/60/3 2 439/439 7001700 600/600 2 320/320 1845/1845 600/600 230/60/3 1 704 800 800 2 278-278 1556-1556 506-506 230/60/3 2 387 /387 600/600 500/500 2 278/278 1556/1556 506/506 3B0/60/3 1 420 500 500 2 16B-168 973-973 316-316 380/60/3 2 231/231 350/350 300/300 2 168/168 973/973 316/316 460/60/3 349 450 400 2 139-139 774.774 ~~2:.~~;2 ... · ·=;f5016oi:i ·.--... 2 .-·. · ·.-:·,:1s2i'rni" · · ·,3i:ioiJiio :·.·.-·.--,·22i:ii22s = · · =---·2·· :· =·1::i91i:is.-.:··.:··.-.,141114 ·.-·· . .-. ··2521252 575/60/3 1 280 350 350 2 111-111 631-631 205-205 575/60/3 2 154/154 250/250 200/200 2 111/111 631/631 205/205 400/50/3 1 412 500 500 2 168-168 896-896 291-291 400/50/3 2 227/227 350/350 300/300 2 168/16B 896/896 291/291 200/60/3 1 887 1200 1000 2 386-320 2156-1845 701·600 200/60/3 2 528/439 800/700 700/600 2 386/320 2156/1845 701/600 230/60/3 1 783 1000 1000 2 336-278 1756-1556 571-506 230/60/3 2 466/387 800/600 600/500 2 336/278 1756/1556 571/506 380/60/3 1 467 600 600 2 203-168 1060-973 345-316 380/60/3 2 278/231 450/350 350/300 2 203/168 1060/973 345/316 460/60/3 1 388 500 450 2 168· 139 878-774 285-252 460/60/3 2 231/192 350/300 300/225 2 168/139 8781774 285/252 575/60/3 311 450 350 2 134-111 705-631 229-205 575/60/3 2 185/154 300/250 225/200 2 134/111 705/631 229/205 400/50/3 445 600 500 2 198-168 1089-896 354-291 400/50/3 2 267/227 450/350 350/300 2 198/168 1089/896 354/291 5/5 10 5/5 10 5/5 10 5/5 1.5 6.5 0.83 1.5 3.5 0.83 1.5 3.5 0.83 1.5 3.0 O.B3 1.5 3.0 0.83 1.5 2.5 0.83 1.5 2.5 0.83 10 0.9 2.8 5/5 0.9 2.8 11 1.5 6.5 6/5 1.5 6.5 11 1.5 6.5 6/5 1.5 6.5 11 1.5 3.5 6/5 1.5 3.5 11 1.5 3.0 6/5 1.5 3.0 11 1.5 2.5 6/5 1.5 2.5 11 0.9 2.8 6/5 0.9 2.8 12 1.5 6.5 6/6 1.5 6.5 12 1.5 6.5 6/6 1.5 6.5 12 1.5 3.5 6/6 1.5 3.5 . .. g_. .. .. . . ... _1,_5 3.0 . 6/6.. . ··;_5 3.0 12 1.5 2.5 6/6 1.5 2.5 12 0.9 2.8 6/6 0.9 2.8 13 1.5 6.5 7/6 1.5 6.5 13 1.5 6.5 7/6 1.5 6.5 13 1.5 3.5 7/6 1.5 3.5 13 1.5 3.0 7/6 1.5 3.0 13 1.5 2.5 7/6 1.5 2.5 13 0.9 2.8 7/6 0.9 2.8 0.83 0.83 0.83 0.83 0.83 0,83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 O.B3 0.83 0.83 0.83 0.83 0.83 0.83 0.83 ... 0.83 . 0.83 0.83 0.83 0.83 0.83 0.83 0.83 O.B3 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 RTAC-SVX01 F-EN 71 ' Installation -Electrical Table 19 Unit Electrical Data for High Efficiency at High Ambient Operation Unit Size RTAC 200 RTAC 225· . RTAC 250 Rated Voltage 200/60/3 200/60/3 230/60/3 230/60/3 380/60/3 380/60/3 460/60/3 460/60/3 575/60/3 575/60/3 400/50/3 400/50/3 200/60/3 200/60/3 230/60/3 230/60/3 380/60/3 380/60/3 460/60/3 460/60/3 575/60/3 575/60/3 200/60/3 200/60/3 230/60/3 230/60/3 # of Power Conns (1) l 2 l 2 2 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 2 1 2 Unit Wiring Max.Fuse, HACR Breaker or MCA {3) MOP (11} Ckt1/Ckt2 Ckt1/Ckt2 960 528/528 847 466/466 506 278/278 420 231/231 337 1B5/1B5 485 267/267 1051 626/522 926 551/459 555 331/275 460 274/228 369 220/183 1137 626/626 1002 551/551 1200 800/800 1000 800/8D0 700 450/450 500 350/350 450 300/300 600 450/450 1200 1000/800 1200 0oonoo 700 500/450 600 450/350 500 350/300 1200 1000/1000 1200 800/800 Rec. Time DelayorRDE (4) Ckt1/Ckt 2 1200 700/700 1000 600/600 600 350/350 500 300/300 400 225/225 600 350/350 1200 800/700 1200 700/600 700 400/350 600 350/300 450 300/225 1200 800/800 1200 700/700 Motor Data Compressor (Each) ALA (5) XLRA (Bl Qty Ckt1 /Ckt2 Ckt1 /Ckt2 2 386-386 2156-2156 2 386/386 2 336-336 2 336/336 2 203-203 2 203/203 2 168-168 2 168/168 2 134-134 2 134/134 2 19B-198 2 198/198 2 459-358 2 459/358 2 399-336 2 399/336 2 242-203 2 242/203 2 200-168 2 200/168 2 160-134 2 160/134 2 459-459 2 459/459 2 399.399 2 399/399 2156/2156 1756-1756 1766/1756 1060-1060 1060/1060 878•878 B78/878 705•705 705/705 1089-1089 1089/1089 2525-2156 2525/2156 2126-1756 2126/1756 1306-1060 1306/1060 1065-87B 1065/878 853-705 853/705 2525-2525 2525/2525 2126-2126 2126/2126 Fans {Em:hl YLRA (Bl Qty. Ckt1/Ckt2 Ckt1/Ckt2 kW FLA 701-701 14 1.5 6.5 701/701 7/7 1.5 6.5 571•571 14 1.5 6.5 571/571 7/7 1.5 6.5 345.345 14 1.5 3.5 345/345 7/7 l.5 3.5 285-285 285/285 229-229 229/229 354-354 354/354 B21-701 821/701 691-571 691/571 42•1-345 424/345 3'16-2B5 346/285 277-229 277/229 821·821 B21/B21 691-691 691/691 14 7/7 14 7/7 14 7/7 14 8/6 ltl 8/6 14 8/6 14 8/6 14 8/6 16 B/8 16 8/B 1.5 3.0 1.5 3.0 1.5 2.5 1.5 2.5 0.9 2.8 0.9 2.8 1.5 6.5 1.5 6.5 1.5 6.5 1.5 6.5 1.5 3.5 1.5 3.5 1.5 3.0 1.5 3.0 1.5 2.5 1.5 2.5 1.5 6.5 1.5 6.5 1.5 6.5 1.5 6.5 380/60/3 1 601 800 700 2 242-242 1306-1306 424-424 16 1.5 3.5 3B0/60/3 2 331/331 500/500 400/400 2 242/242 1306/1306 424/424 8/8 1.5 3.5 460/60/3 1 498 600 600 2 200-200 1065-1065 346-346 16 1.5 3.0 460/60/3 2 274/274 450/450 350/350 . 2 200/200 1065/1065 346/346 8/8 1.5 3.0 575/60/3 1 400 500 450 2 160-160 853·853 277-277 16 1.5 2.5 Control VA{7) 0.83 0.83 0.83 O.B3 O.B3 O.B3 O.B3 O.B3 0.83 O.B3 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 O.B3 . . . 575/60/3 . 2 ....... 220/220 ... 350/350. . . .30()/30(} .. : ..... :?.: .. ·.-.1~0/}6(}: :· .. ·. :.~.53/85~ ... :: .P..?.1777: ... JJ/!3 .. ..... 4i:ioisoj3· . 1" ........ 569 ........ ioci' .. ... 700 3 138-138-198 796-796-1089 259-259-354 16 · · 1.5 2.5 0.83 0.83 0.83 O.B3 0.83 0.83 0.83 0.83 0.83 O.B3 · 1.2 1.2 RTAC 275 72 400/50/3 2 339/265 450/450 400/350 3 138/13B/198 796n96/10B9 259/259/354 10/6 200/60/3 200/60/3 2 230/60/3 1 230/60/3 2 380/60/3 1 380/60/3 2 460/60/3 1 460/60/3 2 575/60/3 575/60/3 2 400/50/3 1 400/50/3 2 NA 798/522 1000/800 NA 704/459 800/700 NA 420/275 500/450 542 700 349/228 450/350 435 500 280/183 350/300 634 800 412/265 500/450 1000/700 B00/600 500/350 600 400/300 500 350/225 700 500/350 3 320/320/386 1845/1845/ 600/6D0/701 12/6 2156 3 278/278/336 1556/1556/ 506/506/571 12/6 1756 3 168/168/203 973/973/1060 316/316/345 12/6 3 139-139-16B 774-774-878 252-252-285 18 3 139/139/168 774/774/878 252/252/285 12/6 3 111-111-134 631-631-705 205·205-229 18 3 111/111/134 631/631/705 205/205/229 12/6 3 16B-168-168 896·896-10B9 291-291-354 18 3 168/168/16B 896/B96/1089 291/291/254 12/6 0.9 2.8 0.9 2.B 1.5 6.5 1.2 1.5 6.5 1.2 1.5 3.5 1.2 1.5 3.0 1.2 1.5 3.0 1.2 1.5 2.5 1.2 1.5 2.5 1.2 0.9 2.B 1.2 0.9 2.8 1.2 RTAC-SVX01 F-EN .. ~ ' -. -TRANE .. Installation -Electrical - Table 19 Unit Electrical Data for High Efficiency at High Ambient Operation Unit Wiring Motor Data Max. Fuse, Compressor (Each) Fans (Each) # of HACR Rec. Time Power Breaker or DelayorRDE Unit Rated Conns MCA (3) MOP (11) (4) RLA !5) XLAA (Bl YLRA {Bl Qty, Control Size Voltage (1) Ckt1 /Ckt2 Ckt1 /Ckt2 Ckt1/Ckt 2 Qty Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FLA VA!7) RTAC 200/60/3 NA 300 200/60/3 2 960522 1200/800 1200/700 3 386/386/386 2156/2156/ 701/701/701 14/6 1.5 6.5 1.2 2156 .. 230/60/3 1 NA 230/60/3 2 847/459 1000/700 1000/600 3 336/336/336 1756/1756/ 571/571/571 14/6 1.5 6.5 1.2 1756 380/60/3 1 NA 380/60/3 2 506/275 700/450 600/350 3 203/203/203 1060/1060/ 345/345/345 14/6 1.5 3.5 1.2 1060 460/60/3 1 606 700 700 3 168-168-168 878-878-878 285-285-285 20 1.5 3.0 1.2 460/60/3 2 420/228 500/350 500/300 3 168/168/168 878/878/87/ 285/285/285 14/6 1.5 3.0 1.2 575/60/3 1 486 600 600 3 134-134-134 705-705-705 229-229-229 20 1.5 2.5 1.2 575/60/3 2 337/183 450/300 400/225 3 134/134/134 705/705/705 229/229/229,. 14/6 . 1.5 2.5 1.2 400/50/3 700 .• BDD 800 3 198-198-198 1069-1089-354-354-354 20 0.9 2.8 1.2 1089 400/50/3 2 485/265 600/450 600/350 3 198/19B/198 1089/1089/ 354/354/354 14/6 0.9 2.8 1.2 1089 RTAC 200/60/3 NA 350 200/60/3 2 798/79B 10001000 10001000 4 320/320/320/ 1845/1B45/ 600/600/600/ 12/12 1.5 6.5 1.2 320 1845/1B45 600 230/60/3 NA 230/60/3 2 704/704 BOO/BOO 800/800 4 278/278/278/ 1556/1556/ 506/506/506/ 12/12 1.5 6.5 1.2 278 1556/1556 506 380/60/3 NA 380/60/3 2 420/420 500/500 500/500 4 168/168/168/ 973/973/973/ 316/316/316/ 12/12 1.5 3.5 1.2 168 973 316 460/60/3 663 700 700 4 139-139· 139· 774.774.774. 252-252-252-24 1.5 3.0 1.2 139 774 252 460/60/3 2 349/349 450/450 400/400 4 139/139/139/ 774/774/774/ 252/252/252/ 12/12 1.5 3.0 1.2 139 774 252 575/60/3 532 600 600 4 111-111-111-631-631-631-205-205-205-24 1.5 2.5 1.2 111 631 205 575/60/3 2 280/280 350/350 350/350 4 111/111/111/ 631/631/631/ 205/205/205/ 12/12 1.5 2.5 1.2 111 631 205 400/50/3 1 782 BOO 800 4 168-168-168-896-896-896-291-291-291-24 0.9 2.8 1.59 .-.: .:·.:. ·.: :--.:--.: . .-:: ·.-·.-::·:: .:·:.: :::·:: ":,: ·.:·.:: ... ::;:::·:.::·:.: :: ::::·.-·: . .-.. : . .-... · .:::::. :· · .-.--.168 ::·. :: :.:· . .---.896 :::: .. : ·.-.: ·:·291 · . .-:·.:·:·.:::::. ·. ·.:. ·::· ·:. ·:.:.: · . .-.... 400/50/3 2 412/412 500/500 500/500 4 168/168/168/ 896/896/896/ 291/291/291/ 12/12 0.9 2.8 1.59 168 896 29.1, RTAC 400/50/3 855 1000 1000 4 198-198-168-1089-1089-354-354-291-26 0.9 2.8 1.59 375 168 896-896 291 400/50/3 2 485/412 600/500 600/500 4 198/198/168/ 10B9/1089/ 254/254/291/ 14/12 0.9 2.8 1.59 168 896/896 291 RTAC-SVX01 F-EN 73 '- '-16 TRANE' Installation -Electrical Table 19 Unit Electrical Data for High Efficiency at High Ambient Operation Unit Wiring Motor Dato Mox.Fuse, Compressor (Eachl Fons {Eoch) #of HACR Rec. Time Power Breaker or Delay or ROE Unit Rated Conns MCA(3) MOP(11) (4) RLA [5) XLRA !Bl YLRA (BJ Qty. Control Size Voltage Ill. Cktl /Ckt2 Ckt1 /Ckt2 Ckt1/Ckt 2 Qty Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 Ckt1/Ckt2 kW FlA VA!7) RTAC 200/60/3 1 NA 400 200/60/3 2 960/960 1200/1200 12001200 4 366/386/386/ 2156/2156/ 101no1n011 14/14 1.5 6.5 1.59 366 2156/2156 701 230/60/3 NA 230/60/3 2 647/847 1000/1000 1000/1000 4 336/336/336/ 1756/1756/ 571/571/571/ 14/14 1.5 6.5 1.59 336 1756/1756 571 380/60/3 1 NA 3B0/60/3 2 505/506 1oonoo 600/600 4 203/203/203/ 1060/1060/ 345/345/345/ 14/14 1.5 3.5 1.59 203 . 1060/1060 345 460/60/3 79B 600 800 4 168-168-168-878-878-878-285-285-285-28 1.5 3.0 1.59 168 678 285 460/60/3 2 420/420 500/500 500/500 4 168/168/168/ 678/878/878/ 265/285/265/ 14/14 1.5 3.0 1.59 16/ 678 285 575/60/3 640 700 700 4 134-134-134-705-705-705-229-229-229-28 1.5 2.5 1.59 134 705 229 575/60/3 2 337/337 450/450 400/400 4 134/134/134/ 1osnosnos1 229122912291 14/14 1.5 2.5 1.59 134/ 705 229 400/50/3 920 1000 1000 4 196-198-198· 1069-1069-354-354-354-28 0.9 2.8 1.59 198 1089-1069 354 400/50/3 2 485/485 600/600 600/600 4 196/196/198/ 1069/1069/ 354/354/354/ 14/14 0.9 2.8 1.59 196 1069 354 Notes: 1. As standard, 140-250 ton {60 Hz) units and 140-200 ton (50Hz) units have a single point power connection. Optional dual point power connections are available. As standard, 275-500 ton 160Hz) units and 250-400 ton l50Hz) units have dual point power connections. Optional .single point power con- nections are available on 360\f. 460V 575V/50 Hz and 400V/50 Hz units. 2. Max Fuse or HACR type breaker= 225 percent of the largest compressor RLA plus 100 percent of the second compressor RLA, plus the sum of the condenser fan FLA per NEC 440-22. (Use FLA per circuit, NOT FLA for the entire unit). 3. MCA· Minimum Circuit Ampacity • 125 percent of largest compressor ALA plus 100 percent of the second compressor ALA plus the sum of the condenser fans FLAs per NEC 440-33. 4. AECOMMENOED TIME DELAY OR DUAL ELEMENT lRDE) FUSE SIZE: 150 percent of the largest compressor RLA plus 100 percent of the second compressor RLA and the sum of the condenser fan FLAs. 5. RLA -Rated Load Amps· rated in accordance with UL Standard 1995. 6. Local codes may take precedence. 7. Comrol VA includes operational controls only. Does not include evaporator heaters. 8. ~~A-°!.'. -~~c_l_:~~ Rqt_9_r _ _1:\'1)ps __ -_ !ifl.s~cj_pr:i_fu!l. Vl!inding (x-line)_start_units.-_ YLRA for wye-delta starters is -1 /3 of LAA of.x-line units. Voltage Utilization Range: Rated Voltage 200/60/3 230/60/3 380/60/3 460/60/3 575/60/3 400/50/3 Use Range 180-220 206-254 342-416 414-506 516-633 360-440 9. A separate 115/60/1. 20 amp or 220/50/1, 15 amp customer provided power connection is required to power the evaporator heaters (1640 watts). 10. If factory circuit breakers are supplied with the chiller, then these values represent Maximum Overcurrent Protection !MOP). 74 RTAC-SVX01 F-EN \. Installation .. Electrical Installer-Supplied Components Customer wiring interface connections are shown in the electrical schematics and connection diagrams that are shipped with the unit. The installer must provide the following components if not ordered with the unit: • Power supply wiring (in conduit) for all field-wired connections. • All control (interconnecting) wiring (in conduit) for field supplied devices. • Fused-disconnect switches or circuit breakers. • Power factor correction capacitors. (optional) Power Supply Wiring All power supply wiring must be sized and selected accordingly by the project engineer in accordance with NEC Table 310-16. & WARNJNG Hazardous Voltage w/Capacitors! Disconnect all electric power, including remote disconnects before servicing. Follow proper lockout/tagout procedures to ensure the power cannot be inadvertently energized. For variable frequency drives or other energy storing components provided by Trane or others, refer to the appropria.te manufacturer's literature for allowable waiting periods for discharge of capacitors. Verify with an appropriate voltmeter that all capacitors have discharged. Failure to disconnect power and discharge capacitors before servicing could result in death or serious injury. Note: For additional information regarding the safe discharge of capacitors, see PROD-SVB0GA-EN or PROD-SVB0GA-FR All wiring must comply with local codes and the National Electrical Code. The installing {or electrical) contractor must provide and install the system interconnecting wiring, as well as the power supply wiring. Jt must be properly sized and equipped with the appropriate fused disconnect switches. :·.···.: :. · ... ·.:·. ··: .·.·::::: .... : :.:: ... ·.:c·:.:The type and:installation-Jocation(s) of the fused-disconnects must comply with alt ·::. applicable codes. RTAC-SVX01 F-EN CAUTION Use Copper Conductors Only! Unit terminals are not designed to accept other types of conductors. Failure to use copper conductors may result in equipment damage. Cut holes into the sides of the control panel for the appropriately-sized power wiring conduits. The wiring is passed through these conduits and connected to the terminal blocks, optional unit-mounted disconnects, or HACR type breakers. Refer to Figure 31. To provide proper phasing of 3-phase input, make connections as shown in field wiring diagrams and as stated on the WARNING label in the starter panel. For additional information on proper phasing, refer to "Unit Voltage Phasing:· Proper equipment ground must be provided to each ground connection in the panel (one for each customer-supplied conductor per phase). 75 -TRANE' Knoclcouts for 30 volt 115 volt field wiring Figure 31 Starter Panel Installation -Electrical 115 volt field-provided connections (either control or power) are made through knockouts on the lower left side of the panel {Figure 31 ). Additional grounds may be required for each 115 volt power supply to the.unit. Green lugs are provided for 115V customer wiring. . . . ~ . . -~ .. . _. .... ~ ·. ·• :: . . . .. •. .. Control Power Supply Cut ho/es for power wiring THIS AREA The unit is equipped with a control power transformer; it is not necessary to provide additional control power voltage to the unit. All units are factory-connected for appropriate labeled voltages except for the 400V/ 50Hz units which need the control power transformer (1T1) reconnected as noted : ... : .. : .. :: ,":: ·:".'.::. :.: :.: ... ::":.::: .9.~[~"'.\': .. : ::::· .. :::· .. · .. :. ·:· .. : ·. :::. ·.-:::::: .. :":·::.: .. · .. : ... _. .. :.:. ·::.::.:·: .. :·: ... ·.·.:::.· .. :· :.:·:--·::·:·.::::.:--....... ·. .. ... 76 NOTE: Important! As shipped, a normal 400 volt unit control power transformer is wired on the 400 volt tap (H3J. Reconnect the appropriate transformer wire lead 126A to the tap (H2) for 380V/50Hz power supply or lead 126A to the tap H4 for the 4 7 5V/ 50 Hz power supply. It is also necessary to adjust the "unit voltage" setting using Tech View (Configuration-Custom Tab). Heater Power Supply and Convenience Outlet {Packaged Units Only) The evaporator shell is insulated from ambient air and protected from freezing temperatures by two thermostatically-controlled immersion heaters and two strip heaters. Whenever the water temperature drops to approximately 37°F {2.8°C), the thermostat energizes the heaters. The heaters will provide protection from ambient temperatures down to -20°F (-29°CJ. It is required to provide an independent power source (115V 60Hz-20 amp, 220V 50Hz-15 amp), with a fused-disconnect. The heaters are factory-wired back to the unit control panel. RTAC-SVX01F-EN Installation -Electrical CAUTION Heat Tape! e TRANE' Control panel main processor does not· check for loss of power to the heat tape nor does it verify thermostat operation. A qualified technician must verify power to the heat tape and confirm operation of the heat tape thermostat to avoid catastrophic damage to the evaporator. A convenience outlet is also optional, which shares the same power supply as the heaters on 140-250 ton units. Be aware that when the heater is operating, the convenience outlet amperage draw will be reduced accordingly. NOTE: The convenience outlet is optional. The heaters are required. Interconnecting Wiring Chilled Water Flow (Pump) Interlock The Model RTAC Series R® chiller requires a field-supplied control voltage contact input through a flow proving switch 5S1 and an auxiliary contact 5K1 AUX. Connect the proving switch and auxiliary contact to 1TB5-8 and 1 U11 J3-2. Refer to the field wiring for details. The auxiliary contact can be BAS signal, starter contactor auxiliary. or any signal which indicates the pump is running. A flow switch is still required and cannot be omitted. Chilled Water Pump Control An evaporator water pump output relay closes when the chiller is given a signal to go into the Auto mode of operation from any source. The contact is opened to turn off the pump in the event of most machine level diagnostics to prevent the build up of pump heat. CAUTION Evaporator Damage! IMPORTANT: ALL unit chilled water pumps must be controlled by the Trane CH530 to avoid catastrophic damage to the evaporator due to .. . . .. ... .. . .......... ....... . freezing .. Refer .to RLC-,PRB012-EN. ···.:. ·.::::. ·:· .. :·:.:.: ... . ::: : ..... .-·:· : :: .. ........ .. . ..... .. . ............ ............... ..... .......... .............. . ......... ........... . RTAC-SVX01 F-EN The relay output from 1 U 10 is required to operate the Evaporator Water Pump (EWP) contactor. Contacts should be compatible with 115/240 VAC control circuit. The EWP relay· operates in different modes depending on CH530 or Tracer commands, if available, or service pumpdown (See maintenance section). Normally, the EWP relay follows the AUTO mode of the chiller. Whenever the chiller has no diagnostics and is in the AUTO mode, regardless of where the auto command is coming from, the normally open relay is energized. When the chiller exits the AUTO mode, the relay is timed open for an adjustable (using TechView) 0 to 30 minutes. The non-AUTO modes in which the pump is stopped, include Reset (88), Stop (00), External Stop (100), Remote Display Stop (600), Stopped by Tracer (300), Low Ambient Run Inhibit (200). and Ice Building complete (101). Regardless of whether the chiller is allowed to control the pump on a full-time basis, if the MP calls for a pump to start and water does not flow, the evaporator may be damaged catastrophically. It is the responsibility of the installing contractor and/or the customer to ensure that a pump will start when called upon by the chiller controls. 77 \. Installation -Electrical Table 20 Pump Relay Operation Chiller Mode Relay Operation Auto Instant close Ice Building Instant close Tracer Override Close Stop Timed Open Ice Complete Instant Open Diagnostics Instant Open NOTE: Exceptions are listed below. When going from Stop to Auto, the EWP relay is energized immediately. If evaporator water flow is not established in 4 minutes and 15 sec., the CH530 de-energizes the EWP relay and generates a non-latching diagnostic. If flow returns (e.g. someone else is controlling the pump), the diagnostic is cleared, the EWP is re-energized, and normal control resumed. If evaporator water flow is fast once it had been established, the EWP relay remains energized and a non-latching diagnostic is generated. If flow returns, the diagnostic is cleared and the chiller returns to normal operation. In general, when there is either a non-latching or latching diagnostic, the EWP relay is turned off as though there was a zero time delay. Exceptions (see above table) whereby the relay continues to be energized occur with: A Low Chilled Water Temp. diagnostic (non-latching) (unless also accompanied by an Evap Leaving Water Temperature Sensor Diagnostic) or A starter contactor interrupt failure diagnostic, in which a compressor continues to draw current even after commanded to have shutdown or A Loss of Evaporator Water Flow diagnostic (non-latching) and the unit is in the AUTO mode, after initially having proven evaporator water flow. Alarm and Status Relay Outputs (Programmable Relays} .::::·.-.. :.:::.:·.·: .. ·. :: .. : :: ·: ·: .. A programmable relay-concept provides-for enunciation of certain events or states of the chiller, selected from a list of likely needs, while only using four physical output relays, as shown in the field wiring diagram. The four relays are provided (generally with a Quad Relay Output LLID) as part of the Alarm Relay Output Option. The relay's contacts are isolated Form C (SPOT), suitable for use with 120 VAC circuits drawing up to 2.8 amps inductive, 7-2 amps resistive, or 1/3 HP and for 240 VAC circuits drawing up to 0.5 amp resistive. The list of events/states that can be assigned to the programmable relays can be found in Table 21. The relay will be energized when the event/state occurs. Table21 Alarm and Status Relay Output Configuration Table Alarm -Latching Alarm -Auto Reset Alarm Description This output is true whenever there is any active diagnostic that requires a manual reset to clear, that affects either the Chiller, the Circuit, or any of the Compressors on a circuit. This classification does not include informational diagnostics. This output is true whenever there is any active diagnostic that could automatically clear, that affects either the Chiller, the Circuit, or any of the Compressors on a circuit. This classification does not include informational diagnostics. This output is true whenever there is any diagnostic affecting any component, whether latching or auto- matically clearing. This classification does not include informational diagnostics 78 RTAC-SVX0 1 F-EN Installation .. Electrical Table 21 Alarm and Status Relay Output Configuration Table Description Alarm Ckt 1 This output is true whenever there is any diagnostic effecting Refrigerant Circuit 1, whether latching or automatically clearing, including diagnostics affecting the entire chiller. This classification does not include informational diagnostics. Alarm Ckt 2 This output is true whenever there is any diagnostic affecting Refrigerant Circuit 2 whether latching or automatically clearing, including diagnostics effecting the entire chiller. This classification does not include informational diagnostics. Chiller Limit Mode This output is true whenever the chiller has been running in one of the Unloading types of limit modes (with a 20 minute fil-{Condenser, Evaporator, Current limit or Phase Imbalance LimiO continuously for the last 20 minutes. ter) Circuit 1 Running This output is true whenever any compressors are running (or commanded to be running) on Refrigerant Circuit 1, and false when no compressors are commanded to be running on that circuit. Circuit 2 Running This output is true whenever any compressors are running (or commanded to be running) on Refrigerant Circuit 2, and false when no compressors are commanded to be running on that circuit. Chiller Running This output is true whenever any compressors are running lor commanded to be running) on the chiller and false when no compressors are commanded to be running on the chiller. Maximum Capacity "'fhis output is true whenever the chiller has reached maximum capacity or had reached its maximum (software 18.0 or capae::i1y and since that time has not fallen below 70% average·current relative to the rated ARI current later) for the chiller. The output is false when the chiller falls below 70% average current and, since that time, had not reestablished maximum capacity. Relay Assignments Using Tech View CH530 Service Tool (TechView) is used to install the Alarm and Status Relay Option package and assign any of the above list of events or status to each of the four relays provided with the option. The relays to be programmed are referred to by the relay's terminal numbers on the LUD board 1 U12. The default assignments for the four available relays of the RTAC Alarm and Status Package Option are: Table 22 Default Assignments Relay Relay 1 Terminals J2 -12.11, 10: Alarm Relay 2 Terminals J2 -9,8,7: Chiller Running Relay 3 Terminals J2-6,5.4: Maximum Capacity (software 18.0 or later) Relay 4 Terminals J2-3,2, 1: Chiller Limit _.: --.---.-.-: ·: = _._ .. ·: -: .-:-:···:···:· ··:·:· -:·.: Yf ~~v'-~t\h~:Ai'~r~Js't~t~-~::.~;,~y~--;;·~-:~~-~~c·p~d~M~-_.~-i~dt;i~a(p~~-~;,-·115 VAC with RTAC-SVX01 F-EN fused-disconnect to the panel and wire through the appropriate relays (terminals on 1 U12 (EUR=A4-5)). Provide wiring (switched hot, neutral, and ground connections) to the remote annunciation devices. Do not use power from the chiller's control panel transformer to power these remote devices. Refer to the field diagrams which are shipped with the unit. Low Voltage Wiring The remote devices described below require low voltage wiring. All wiring to and from these remote input devices to the Control Panel must be made with shielded, twisted pair conductors. Be sure to ground the shielding only at the panel. To prevent control malfunctions, do not run low voltage wiring (c::30 V) in conduit with conductors carrying more than 30 volts. Emergency Stop CH530 provides auxiliary control for a customer specified/installed latching trip out. When this customer-furnished remote contact 5K14 is provided, the chiller will run normally when the contact is closed. When the contact opens, the unit will trip on a manually resettable diagnostic. This condition requires manual reset at the chiller switch on the front of the control panel. Connect low voltage leads to terminal strip locations on 1 U4. Refer to the field diagrams that are shipped with the unit. 79 \.. -TRANE· 80 Installation -Electrical Silver or gold-plated contacts are recommended. These customer-furnished contacts must be compatible with 24 VDC, 12 mA resistive load. External Auto/Stop If the unit requires the external Auto/Stop function, the installer must provide leads from the remote contacts 5K 15 to the proper terminals of the LUD 1 U4 on the control panel. · The chiller will run normally when the contacts are closed. When either contact opens, the compressor(s), if operating, will go to the RUN:UNLOAD operating mode and cycle off. Unit operation will be inhibited. Closure of the contacts will permit the unit to return to normal operation. Field-supplied contacts for all low voltage connections must be compatible with dry circuit 24 VDC for a 12 mA resistive load. Refer to the field diagrams that are shipped with the unit. External Circuit Lockout -Circuit #1 and Circuit #2 CH530 provides auxiliary control of a customer specified or installed contact closure, for individual operation of either Circuit #1 or #2. If the contact is closed, the refrigerant circuit will not ope~ate 1 K15 and 1 K.16. · Upon contact opening, the refrigerant circuit will run normally. This feature is used to restrict total chiller operation, e.g. during emergency generator operations. Connections to 1 U5 are shown in the field diagrams that are shipped with the unit. These customer-supplied contact closures must be compatible with 24 VDC, 12 mA resistive load. Silver or gold plated contacts are recommended. Ice Building Option CH530 provides auxiliary control for a customer specified/installed contact closure for ice building if so configured and enabled. This output is known as the Ice Building Status Relay. The normally open contact wHI be closed when ice building is in progress and open when ice building has been normally terminated either through Ice Termination setpoint being reached or removal of the Ice Building command. This output is for use with the ice storage system equipment or controls (provided by others) to signal the system changes required as the chiller mode changes from "ice building" to "ice complete''. When contact 5K18 is provided, the chiller will run normally when the contact is open. CH530 will accept either an isolated contact closure (External Ice Building command) ......................................... .9L~ ... RE1m.ote. Commun[cate.d .input. (Tracer} .to. initiate and com~?Jr:i~ :t.J:ie.. Ice Building . ·: . .. . . . . . .. . . ................ ·mode·:·.. . . . . .. ..... ... .. .. . . ............ ... .. .. . ... .. . . .. . . . . ...... ... .. .. .. . . . .. CH530 also provides a "Front Panel Ice Termination Setpoint'; settable through Tech View, and adjustable from 20 to 31 °F (-6. 7 to -0.5°C) in at least 1 °F (1 °C) increments. NOTE: When in the Ice Building mode, and the evaporator entering water temper- ature drops below the ice termination setpoint, the chiller terminates the Ice Building mode and changes to the Ice Building Complete Mode. CAUTION Evaporator Damage! Freeze inhibitor must be adequate for the leaving water temperature. Failure to do so will result in damage to system components. Techview must also be used to enable or disable Ice Machine Control. This setting does not prevent the Tracer from commanding Ice Building mode. Upon contact closure, the CH530 will initiate an ice building mode, in which the unit runs fully loaded at all times. Ice building shall be terminated either by opening the contact or based on the entering evaporator water temperature. CH530 will not .. RTAC-SVX01 F-EN Installation -Electrical permit the ice building mode to be reentered until the unit has been switched out of ice building mode (open 5K18 contacts) and then switched back into ice building mode (close 5K18 contacts.) In ice building, all limits (freeze avoidance. evaporator, condenser, current) will be ignored. All safeties will be enforced. If, while in ice building mode, the unit gets down to the freeze stat setting (water or refrigerant). the unit will shut down on a manually resettable diagnostic, just as in normal operation. Connect leads from 5K1 B to the proper terminals of 1 U7. Refer to the field diagrams which are shipped with the unit. Silver or gold-plated contacts are recommended. These customer furnished contacts must be compatible with 24 VDC, 12 mA resistive load. External Chilled Water Setpoint (ECWS) Option The CH530 provides inputs that accept either 4-20 mA or 2-10 VDC signals to set the external chilled water setpoint {ECWS). This is not a reset function. The input defines the set point. This input is primarily used with generic BAS (building automation systems). The chilled water setpoint set via the DynaView or through digital communication with Tracer (Comm3). The arbitration of the various chilled water setpoint sources is described in the flow charts at the end of the section. The chilled water setpoint may be changed from a remote location by sending either a 2-10 VDC or 4-20 mA signal to the 1 U6, terminals 5 and 6 LUO. 2-10 VOC and 4-20 mA each correspond to a 10 to 65°F (-12 to 18°C) external chilled water setpoint. The following equations apply: Voltage Signal Current Signal As generated from external VDC=D.1455* IECWS)+0.5454 mA=0.2909(ECWS)+ 1.0909 source As processed by CH530 ECWS=6.875'(VDC)-3.75 ECWS=3.4375!mAJ-3.75 If the ECWS input develops an open or short. the LLID wfll report either a very high or very low value back to the main processor. This will generate an informational diagnostic and the unit will default to using the Front Panel !DynaView) Chilled Water Setpoint. ::·· .. :·.-.-·. ·. ·. ·. '' . :: .,.:.-.-:.:·.-,,.-., .. : .. ·i-echViev{s"e"fvice'Tool is"':u:=i"ec:l"tci"set°"th1{f~p~t::iig~-~-t'tvp~-:fr~~-fliei"·t~~toly deta-~i(~t RTAC-SVX01 F-EN 2-10 VDC to that of 4-20 mA. TechView is also used to install or remove the External Chilled Water Setpoint option as well as a means to enable and disable ECWS. External Current Limit Setpoint (ECLS) Option Similar to the above, the CH530 also provides for an optional External Current Limit Setpoint that will accept either a 2-10 VOC (default) or a 4-20 mA signal. The Current Limit Setting can also be set via the Dyna View or through digital communication with Tracer !Comm 3). The arbitration of the various sources of current limit is described in the flow charts at the end of this section. The External Current Limit Setpoint may be changed from a remote location by hooking up the analog input signal to the 1 U6 LLID terminals 2 and 3. Refer to the following paragraph on Analog Input Signal Wiring Details. The following equations apply for ECLS: As generated from external source As processed by UCM Voltage Signal VDC+D.133*(%)-6.0 %=7.5*1VDC)+45.D Current Signal mA=0.266"(%1-12.0 %=3.75• lmA)+45.0 B1 .. 82 lnstaUation -Electrical If the ECLS input develops an open or short, the LLID will report either a very high or very low value back to the man processor. This will generate an informational diagnostic and the unit will default to using the Front Panel (DynaViewJ Current Limit Setpoint. The TechView Service Tool must be used to set the input signal type from the factory default of 2-10 VDC to that of 4-20 mA current. TechView must be also be used to install or remove the External Current Limit Setpoint Option for field installation, or can be used to enable or disable the feature {if installed). ECLS and ECWS Analog Input Signaf Wiring Details: Both the ECWS and ECLS can be connected and setup as either a 2-10 VDC (factory default), 4-20 mA, or resistance input (also a form of 4-2OmAJ as indicated below. Depending on the type to be used, the Tech View Service Tool must be used to configure the LLID and the MP for the proper input type that is being used. This is accomplished by a setting change on the Custom Tab of the Configuration View within TechView. The J2-3 and J2-6 terminal is chassis grounded and terminal J2-1 and J2-4 can be. used to source 12 VDC. The ECLS uses terminals J2-2 and J2-3. ECWS uses terminals J2-5 and J2-6. Both inputs are only compatible with high-side current sources. ., ........ -,~--·· .. ~ l"r,,':n·1t .. -t--ttl!1t? f · ___ _ T ! ····:, '··-·-·--·· . 0..Ja:' /,r.::--::~ ,,,::IL·;., .-,-..... , .... ••···--··--· .. : --= I _,; ... · ·"~.: i:..~,..!.:l : _,. -;1_1 ~.-0::: . .:;-.:·:1-n.:. ·-/ ;.: f ~:~~~ :~ ~ 1 ~;;;1;~1 ~------·-···-..... - ·::: :·.: ... :::.:. :: ... ::·:·:::·::-:·::·::::.:.::.:·.:·:.:::.:·:· ·:.::: .... ····· . :· ~ :. i-___ , ......... -· .:-;, . i ~;· l ·.i-;· •. \;:::;!-· -·· 1 :: l ~:::; 1 t t;"~:;t I ·-.i. ••.... ·--·--·-·· ............... i Figure 32 Wiring Examples for ECLS and ECWS Chilled Water Reset (CWR) CH530 resets the chilled water temperature set point based on either return water temperature, or outdoor air temperature. Return Reset is standard, Outdoor Reset is optional. The following shall be selectable: • One of three Reset Types: None, Return Water Temperature Reset. Outdoor Air Temperature Reset, or Constant Return Water Temperature Reset. • Reset Ratio Set Points. For outdoor air temperature reset there shall be both positive and negative reset · · · .. ' ratio's. RTAC-SVX01 F-EN R~setType Reset Ratio Range Return: 10 to 120% Outdoor BOto-80% Installation -Electrical • Start Reset Set Points. • Maximum Reset Set Points. The equations for each type of reset are as follows: Return CWS' = CWS + RATIO (START RESET -(TWE -TWU) and CWS' > or = CWS and CWS' -CWS < or= Maximum Reset Outdoor CWS' = CWS + RATIO * (START RESET -TOD) and cws· > or = cws and CWS' -CWS < or= Maximum Reset where CWS' is the new chilled water set point or the 'reset cws· CWS is the active chilled water set point before any reset has occurred, e.g. normally Front Panel. Tracer, or ECWS RESET RATIO is a user adjustable gain START RESET is a user adjustable reference TOD is the outdoor temperature TWE is entering evap. water temperature TWL is leaving evap. water temperature MAXIMUM RESET is a user adjustable limit providing the maximum amount of reset. For all types of reset, CWS' -CWS < or= Maximum Reset. Start Reset Maximum Reset Increment Increment Factory Default Range Range English Units SI Units Value 4to30F Oto 20 F 1% 1% 50% {2.2 to 16.7 C) (O.O to 11.1 Cl 50 to 130 F Oto 20 F 1% 1% 10% (10 to 54.4 Cl (0.0 to 11.1 Cl ·::: .. :. : : :·: :. : ·: ·::. ·:::·. ·: .. -.:. · .. :·::·:.:::::::::·;:··:::·.:·::::::: ·::. : : ·: .' :·::: .-. :·: .. :·.:·:-::: . : ··. :::····::·::·::: ·:: ..... : .. ::. ·:::·: ..... ::.: :: ·: :·:. ::: .. :. ::: ·::·:: ·:·. ·. :· ::.::: .-. :·: . RTAC-SVX01F-EN Jn addition to Return and Outdoor Reset, the MP provides a menu item for the operator to select a Constant Return Reset. Constant Return Reset will reset the leaving water temperature set point so as to provide a constant entering water temperature. The Constant Return Reset equation is the same as the Return Reset equation except on selection of Constant Return Reset, the MP will automatically set Ratio, Start Reset, and Maximum Reset to the following. RATIO= 100% START RESET= Design Delta Temp. MAXIMUM RESET= Design Delta Temp. The equation for Constant Return is then as follows: CWS' = CWS + 100% (Design Delta Temp. -(TWE -TWU) and cws· > or = cws and CWS' -CWS < or = Maximum Reset When any type of CWR is enabled. the MP will step the Active CWS toward the desired CWS' (based on the above equations and setup parameters) at a rate of 1 degree F every 5 minutes until the Active CWS equals the desired CWS'. This applies when the chiller is running. 83 .,. $ TRANE' Installation -Electrical When the chiller is not running the CWS is reset immediately {within one minute) for Return Reset and at a rate of 1 degree F every 5 minutes for Outdoor Reset. The chiller will start at the Differential to Start value above a fully reset CWS or CWS' for both Return and Outdoor Reset. Communications Interface options Optional Tracer Communications Interface This option allows the Tracer CH530 controller to exchange information (e.g. operating setpoints and Auto/Standby commands} with a higher-level control device, such as a Tracer Summit or a multiple-machine controller. A shielded, twisted pair connection establishes the bi-directional communications link between the Tracer CH530 and the building automation system. To prevent control malfunctions, do not run low voltage wiring (<30 V) in conduit with conductors carrying more than 30 volts. Field wiring for the communication link must meet the following requirements: • All wiring must be in accordanc_e with th1=:_NEC and local codes. • Communication link wiring must be shielded, twisted pair wiring (Belden 8760 or equivalent). See the table below for wire size selection: Table23 Wire Size Wire Size 14 AWG (2.5 mm2J 16 AWG !1.5 rnm2} 18 AWG {1.0 mm2! Maximum Length of Communication Wire 5,000 FT {1525 m) 2,000 FT 1610 m) 1,000 FT (305 m) • The communication link cannot pass between buildings. • All units on the communication link can be connected in a "daisy chain" configuration. LonTalk Communications Interface for Chillers (LCI-C) CH530 provides an optional LonTalk Communication Interface (LCI-C} between the chiller and a Building Automation System (BAS}. An LCI-C LLID shall be used to provide 'gateway' functionality between a Lon Talk compatible device and the Chiller. The inputs/outputs include both mandatory and optional network variables as : ··: · .. ·.: ·: .. :.: :·.: . :· : .. ·:.-·.-. ·: .: ··. :. ·--established by-the lonMark ·Functional Chiller Profile 8040. · · ·. · :. ·. · ····· .: · Installation Recommendations • 22 AWG Level 4 unshielded communication wire recommended for most LCI-C installations • LCI-C link limits: 4500 feet, 60 devices • Termination resistors are required -105 ohms at each end for Level 4 wire -82 ohms at each end for Trane "purple" wire • LCI-C topology should be daisy chain • Zone sensor communication stubs limited to 8 per link, 50 feet each {maximum} • One repeater can be used for an additional 4500 feet, 60 devices, 8 communication stubs 84 RTAC-SVX01 F-EN Installation -Electrical Table 24 LonTalk Points List LonTalk Communications Interface Inputs Variable type Chiller Enable/Disable binary start(l )/stop(0) Chilled Water Setpoint analog temperature Current Limit Setpoint analog % current Chiller Mode Note 1 Outputs Variable type Outputs Variable type Chiller On/Off binary on(l )/off{0) Active Chilled Water Setpoint analog temperature Percent ALA analog % current Active Current Limit Setpoint analog % current Leaving Chilled Water Temperature analog temperature Entering Chilled Water Temperature analog temperature Entering Condenser Water Temperature ·analog temperature Leaving Condenser Water Temperature analog temperature Alarm Description Note 2 Chiller Status Note 3 Note 1: Chiller Mode is used to place the chiller into an alternate mode; Cool or Ice Build Note 2: Alarm Description denotes alarm severity and target. Severity: no alarm, warning, normal shutdown, immediate shutdown Target: Chiller, Platform, Ice Building {Chiller is refrigerant circuit and Platform is control circuit) Note 3: Chiller Status describes Chiller Run Mode and Chiller Operating Mode. Run Modes: Off, Starting, Running, Shutting Down Operating Modes: Cool, Ice Build . States: Alarm, Run Enabled, Local Control, Limited, CHW Flow, Cond Flow SNVT_Type SNVT _switch SNVT_temp_p SNVT_lev_percent SNVT _hvac_mode SNVT_Type SNVT_Type SNVT_switch SNVT_temp_p SNVT_lev_percent SNVT_lev_percent SNVT_temp_p SNVT _temp_p SNVT _temp_p SNVT _temp_p SNVT_str_asc SNVT _chlr_status ········ ..... . ... ..... ... . : :·.::: ·::: · .. :·. : ·. ·. ·: : · .. : ·.:·: ·:-·: · ·: :: . : . : : : ::·::: . :·: :: ·. ·:. ·: : : : ·.:·.: ::··:-: :::· ·-:::·. . ·:· --:·:.:.: . : .... ::: ... _. ... -=-~= : .... : .. : .. ·: .: ... : .. ::: .. :. ·::: ·. ·. . . RTAC-SVX01 F-EN B5 Totals For Hazard Class Hazard Class: Carcinogen .condition State Stora e Use -Closed U$e -0 en. AbbottCarlsbad 0.5 Edta storage Solid 11.023 (lb) AbbottCarlsbad Bis-Boc-3,5-Diaminobenzoic acid storage Solid 0.022 (lb) AbbottCarlsbad N,n-dimethylformamide storage Liquid 0.066 (gal) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad sodiumarsenatedibasic:heptahydrate storage Solid 0.110 (lb) AbbottCarlsbad Formaldehyde storage Liquid 0.132 (gal) AbbottCarlsbad Formaldehyde solution storage Liquid 0.132 (gal) AbbottCarlsbad Chloroform storage Liquid 1.057 (gal) AboottCarlsbad CHLOROFORM:ISOAMYL ALCOHOL 24:1 storage Liquid 0.119 (gal) AbbottCarlsbad Dichloromethane storage Liquid 1.057 (gal) Aerosol (lb) Liquid (gal) 2.563 (gal) Solid (lb) 11.596 (lb) Gas (cu ft) © 2001-2007 Schinner Engineering Corporation Page 1 of33 Totals For Hazard Class Hazard Class: Combustible liquid, Class II AbbottCarlsbad tetrafluorobenzenethiol2356 © 2001-2007 Schinner Engineering Corporation . State Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Condition Stora e · Use -Closed Use --0 · en 0.132 (gal) 0.022 (gal) 0.154 (gal) Page2 of33 Totals For Hazard Class Hazard Class: Combustible liquid, Class Ill-A ID Number Product Name ~~~/JmfJJ\l AbbottCarlsbad 2-mercaptoethanol AbbottCarlsbad Ethyl isonipecotate AbbottCarlsbad ethylchlorooxoacetate98 AbbottCarlsbad Formic Acid AbbottCarlsbad Isoamyl Alcohol AbbottCarlsbad N,n-dimethylformamide AbbottCarlsbad pyrenecarboxaldehydel AbbottCarlsbad Aniline AbbottCarlsbad Benzyl Alcohol AbbottCarlsbad b-Phenylethylamine AbbottCarlsbad Cumylamine AbbottCarlsbad Formaldehyde AbbottCar!sbad Formaldehyde solution AbbottCarlsbad Nitro benzene AbbottCar!sbad Acetic Anhydride © 2001-2007 Schinner Engineering Corporation Storage Loc~tion State I storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Condition Storage Use-Closed Use -Open 0.110 (gal) 0.022 (gal) 0.264 (gal) 0.132 (gal) 0.264 (gal) 0.066 (gal) 0.013 (gal) 0.005 (gal) 0.026 (gal) 0.013 (gal) 0.001 (gal) 0.132 (gal) 0.132 (gal) 0.132 (gal) 0.132 (gal) 1.447 (gal) Page 3 of33 Totals For Hazard Class Hazard Class: Combustible liquid, Class 111-B ID ~rage Number Produ at.on sta~ m•l11d01 ... ~1, -:.r.M. .. ·, .. u ·-·•il':1-;al AbbottCarlsbad Decyl Alcohol AbbottCarlsbad Glycerol AbbottCarlsbad Dibutyl Phthalate AbbottCarlsbad Dimethylsulfoxide (DMSO) AbbottCarlsbad DITHIOTHREITOL AbbottCar!sbad ethanolamine AbbottCarlsbad Formamide AbbottCarlsbad IMIDAZOLE AbbottCarlsbad nonidetp40 AbbottCarlsbad NP-40 AbbottCarlsbad Octanoic acid 99.5+ % AbbottCarlsbad Polysorbate 80 AbbottCarlsbad triethanolamine AbbottCarlsbad TWEEN®20 AbbottCarlsbad TWEEN®20 © 2001-2007 Schinner Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage open open Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Condition Storage .Use -Closed Use-Open 0.110 (gal) 0.110 (gal) 0.132 (gal) 0.264 (gal) 0.066 (gal) 0.026 (gal) 0.132 (gal) 0.132 (gal) 0.013 (gal) 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.132 (gal) 0.026 (gal) 0.013 (gal) 1.198 (gal) 0.040 (gal) Page 4 of33 Totals For Hazard Class Hazard Class: Corrosive ID ........ I Condition Number Produ ation State I St6raae I Use -Closed I Use-Ooen ~111e1111a, ••• ~1 ~ ... w:,ut1111r ~,-"~ AbbottCarlsbad Sodium hydroxide LON storage Liquid 0.001 (gal) AbbottCarlsbad Sodium Hydroxide, IN Volumetric Solution storage Liquid 0.264 (gal) AbbottCarlsbad Sulfuric Acid storage Liquid 0.033 (gal) AbbottCarlsbad 1-methylimidazole storage Solid 0.220 (lb) AbbottCarlsbad 8-Hydroxyquinoline storage Solid 0.055 (lb) AbbottCarlsbad Acetic Anhydride storage Solid 0.055 (lb) AbbottCarlsbad Acetoxyacetic acid storage Solid 0.011 (lb) AbbottCarlsbad Bhoc-G-Acetic Acid storage Solid 0.011 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.220 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.055 (lb) AbbottCarlsbad Diallylamine storage Liquid 0.001 (gal) AbbottCarlsbad Butyl Chloroformate storage Solid 0.220 (lb) AbbottCarlsbad Diethylamine storage Liquid 0.026 (gal) AbbottCarlsbad Cyclopropanecarboxaldehyde storage Solid 0.011 (lb) AbbottCarlsbad Dansyl chloride storage Solid 0.011 (lb) AbbottCarlsbad Dansyl chloride storage Solid · 0.002 (lb) AbbottCarlsbad dichlorophthalicanhydride36 s_torage Solid 0.022 (lb) AbbottCarlsbad Ethyl isonipecotate storage Liquid 0.022 (gal) AbbottCarlsbad Ferric Chloride storage Solid 0.220 (lb) AbbottCarlsbad Formic Acid storage Liquid 0.132 (gal) AbbottCarlsbad Hydroxylamine-O-sulfonic acid storage Solid 0.055 (lb) AbbottCarlsbad hypophosphorousacid storage Solid 0.110 (lb) AbbottCarlsbad PHENOL:CHLOROFORM: ISOAMYL ALCOH storage Liquid 0.026 (gal) AbbottCarlsbad Piperidine storage Liquid 0.053 (gal) AbbottCarlsbad Soluene-350 storage Liquid 0.026 (gal) AbbottCarlsbad Cyclohexylamine storage Liquid 0.026 (gal) AbbottCarlsbad methylalphamannopyranoside-d storage Solid 0.220 (lb) AbbottCarlsbad N-Methyl-1,3-propanediamine storage Solid 0.055 (lb) AbbottCarlsbad Phenol storage Solid 0.220 (lb) AbbottCarlsbad Phenoxyacetic Acid storage Solid 0.220 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad Piperidine storage Liquid 1.000 (kg) AbbottCarlsbad Piperonyloyl chloride storage Solid 0.022 (lb) AbbottCarlsbad Formic Acid storage Liquid 0.132 (gal) AbbottCarlsbad Polyphosphoric Acid storage Solid 2.205 (lb) AbbottCarlsbad Potassium Carbonate storage Solid 8.818 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 2.205 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium permanganate storage Solid 1.102 (lb) AbbottCarlsbad p-Toluenesulfonic Acid monohydrate storage Solid 1.102 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium hydroxide pellets storage Solid 4.409 (lb) AbbottCarlsbad Sodium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad sodiumpantoxidetert storage Liquid 0.022 (gal) © 2001-2007 Schirmer Engineering Corporation Page 5 of33 Totals For Hazard Class Hazard Class: Corrosive ~ ID ~rage umber Product Name . · Location State I [llldO -1•• ~ ... ..,, iJlll•t .. ,1.-~ AbbottCarlsbad Stains-All AbbottCarlsbad Cumylamine AbbottCarlsbad Sulfoacetic Acid AbbottCarlsbad Sulfur trioxide-Pyridine complex AbbottCarlsbad Sulfur trioxide-Pyridine complex AbbottCarlsbad Formaldehyde AbbottCarlsbad toluenesulfonicacidreagent-p AbbottCarlsbad Trichloroacetic Acid AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc Chloride AbbottCarlsbad hydroxynicotinicacid-2 AbbottCarlsbad ethanolamine AbbottCarlsbad iminodi acetic acid insolubilized on sepharose-6b AbbottCarlsbad Ammonia Solution, Strong, AX1196 AbbottCarlsbad Dichloromethane AbbottCarlsbad Hydrochloric Acid AbbottCarlsbad Hydrochloric Acid AbbottCarlsbad Hydrogen Peroxide AbbottCarlsbad Nitric Acid © 2001-2007 Schirmer Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage Solid Liquid Solid Solid Solid Liquid Solid Solid Liquid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Storage 0.011 (lb) 0.001 (gal) 0.011 (lb) 0.220 (lb) 0.055 (lb) 0.132 (gal) 1.102 (lb) 1.102 (lb) 0.132 (gal) 0.551 (lb) 0.220 (lb) 0.132 (gal) 0.026 (gal) 0.003 (gal) 0.132 (gal) 1.057 (gal) 0.132 (gal) 0.264 (gal) 0.264 (gal) 0.132 (gal) 3.175 (gal) 1.000 (kg) 30.448 (lb) Condition Use-Closed Use-Opeo Page 6 of33 Totals For Hazard Class Hazard Class: Flammable gas, liquified ID AbbottCarlsbad propane fuel AbbottCarlsbad propane fuel © 2001-2007 Schinner Engineering Corporation state Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Condition Stora e· U~e -cfosed Use -0Ren 0.088 (gal) 0.088 (gal) 0.176 (gal) Page 7 of33 Totals For Hazard Class Hazard Class: Flammable liquid, Class 1A © 2001-2007 Schirmer Engineering Corporation State Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Ccmditlon Stora e Use -Closed Use -o en 0.066 (gal) 0.066 (gal) Page 8 of33 Totals For Hazard Class Hazard Class: Flammable liquid, Class 18 ID ...... rage Number Prod ation State '•• z--•1111••1•,..-.-~- AbbottCarlsbad 2-Propanol, 99.9% AbbottCarlsbad Acetone AbbottCarlsbad Acetonitrile AbbottCarlsbad amylalcohol-tert-99% AbbottCarlsbad Dially !amine AbbottCar!sbad Diethylamine AbbottCarlsbad Ethyl Acetate AbbottCar!sbad Ethyl Alcohol USP 200 proof AbbottCarlsbad Ethyl Alcohol USP 200 proof AbbottCarlsbad Ethyl Alcohol, USP 200 AbbottCar!sbad Ethyl Alcohol, USP 200 AbbottCarlsbad Ethyl chloroformate AbbottCarlsbad Isopropyl Alcohol AbbottCar!sbad Isopropyl alcohol, 70% AbbottCarlsbad Methanol AbbottCarlsbad Methanol AbbottCarlsbad PHENOL:CHLOROFORM: ISOAMYL ALCOH AbbottCarlsbad Piperidine AbbottCarlsbad Soluene-350 AbbottCarlsbad Piperidine © 2001-2007 Schirmer Engineering Corporation storage storage storage storage storage storage storage storage open storage open . storage storage storage storage open storage storage storage storage Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Storage 0.066 (gal) 1.057 (gal) 0.066 (gal) 0.066 (gal) 0.001 (gal) 0.026 (gal) 1.057 (gal) 3.614 (gal) 2.711 (gal) 0.022 (gal) 10.568 (gal) 5.284 (gal) 21.136 (gal) 0.026 (gal) 0.053 (gal) 0.026 (gal) 1.000 (kg) 45. 780 (gal) 1.000 (kg) Condition Use-Closed Use-Open 0.402 (gal) 0.301 (gal) 5.284 (gal) 5.987 (gal) Page9 of33 Totals For Hazard Class Hazard Class: Flammable liquids, Class 1 C Condition State. Stora e Use -Closed Use -0 en AbbottCarlsbad Cyclohexylamine storage Liquid 0.026 (gal) AbbottCarlsbad Nitromethane storage Liquid 0.211 (gal) AbbottCarlsbad Nitromethane storage Liquid 0.264 (gal) AbbottCarlsbad Waste (50% water/ 50% methanol) open Liquid 31.704' (gal) Aerosol (lb) Liquid (gal) 0.502 (gal) 31. 704 (gal) Solid (lb) Gas (cu ft) © 2001-2007 Schirmer Engineering Corporation Page 10 of33 Totals For Hazard Class Hazard Class: Flammable Solid ID Storage Number Product Name Location . State llll9'fel1Ui(t1•· •• =--,111101••1 . AbbottCarlsbad Acetic Anhydride storage Solid AbbottCarlsbad beta-D-Glucosamine pentaacetate storage Solid AbbottCarlsbad Bhoc-G-Acetic Acid storage Solid AbbottCarlsbad Butyl Chlorofonnate ~ storage Solid AbbottCarlsbad ches storage Solid AbbottCarlsbad Cyclopropanecarboxaldehyde storage Solid AbbottCarlsbad Dansyl chloride storage Solid AbbottCarlsbad Dansyl chloride storage Solid AbbottCarlsbad dcproteinassayreagents storage Solid AbbottCarlsbad dichlorophthalicanhydride36 storage Solid AbbottCarlsbad epps storage Solid AbbottCarlsbad Ethyl 2-amino-4-(trifluoromethyl)pyrimidine-5-car storage Solid AbbottCarlsbad Ethyl 2-aminobenzothiazole-6-carboxylate AbbottCarlsbad Fluorene-1-carboxylic acid AbbottCarlsbad Fluorene-1-carboxylic acid AbbottCarlsbad folinicacidcalciumsalt AbbottCarlsbad Furfurylamine, 99+ % AbbottCarlsbad mannitol-d AbbottCarlsbad N-Methyl-1,3-propanediamine AbbottCarlsbad N-t-BOC-(S)-3-Hydroxy-pyrrolidine AbbottCarlsbad Phenol AbbottCarlsbad Poly(vinyl Alcohol)hydrolyzed AbbottCarlsbad Polyethylene Glycol AbbottCarlsbad Promazine hydrochloride AbbottCarlsbad p-Toluenesulfonic Acid monohydrate AbbottCarlsbad rhodamine-110 AbbottCarlsbad Sodium Tert-butoxide AbbottCarlsbad Sodium Tert-butoxide AbbottCarlsbad Stains-All AbbottCarlsbad Sulfur AbbottCarlsbad tetraglycol AbbottCarlsbad trizmaphosphate AbbottCarlsbad Xylene Cyanole FF © 2001-2007 Schirmer Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage Solid Solid Solid Solid Solid Solid Solid , Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Condition Storage Us~ -Closed Use -Open I 0.055 (lb) 0.011 (lb) 0.011 (lb) 0.220 (lb) 0.220 (lb) 0.011 (lb) 0.011 (lb) 0.002 (lb) 0.551 (lb) 0.022 (lb) 0.220 (lb) 0.011 (lb) 0.011 (lb) 0.002 (lb) 0.002 (lb) 0.000 (lb) 0.220 (lb) 0.551 (lb) 0.055 (lb) 0.011 (lb) 0.220 (lb) 0.551 (lb) 2.205 (lb) 0.055 (lb) 1.102 (lb) 0.001 (lb) 0.220 (lb) 0.220 (lb) 0.011 (lb) 1.102 (lb) 0.220 (lb) 0.220 (lb) 0.055 (lb) 8.385 (lb) Page 11 of33 Totals For Hazard Class Hazard Class: Highly toxic · Condition State Stora· e Use-Closed Use-O en. AbbottCarlsbad sodiummetavanadate storage Liquid 0.198 (gal) AbbottCarlsbad sodiumnitroferriccyanidedihydrateiii storage Liquid 0.066 (gal) AbbottCarlsbad 2-mercaptoethanol storage Liquid 0.110 (gal) AbbottCarlsbad dichlorophthalicanhydride36 storage Solid 0.022 (lb) AbbottCarlsbad folinicacidcalciumsalt storage Solid 0.000 (lb) AbbottCarlsbad Promazine hydrochloride storage Solid 0.055 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Formaldehyde storage Liquid 0.132 (gal) AbbottCarlsbad Formaldehyde solution storage Liquid 0.132 (gal) Aerosol (lb) Liquid (gal) 0.639 (gal) Solid (lb) 0.518 (lb) Gas (cu ft) © 2001-2007 Schinner Engineering Corporation Page 12 of33 Totals For Hazard Class Hazard Class: Irritant ID iiilllllirage I Condition Number Pro du ation State I. Storage I Use -Closed I Use -Open a.. Uh ,jllF,•., * ... .., ,., . ., ·-·~t*• AbbottCarlsbad BETAINE storage Liquid 0.066 (gal) AbbottCarlsbad Sodium Chloride Granular open Liquid 0.264 (gal) AbbottCarlsbad Sodium Phosphate storage Liquid 0.264 (gal) AbbottCarlsbad Sodium Phosphate, dibasic storage Liquid 0.264 (gal) AbbottCarlsbad Tris lM, pH 7.0, Q-100 Treated open Liquid 0.132 (gal) AbbottCarlsbad Tris lM, pH 8.0, Q-100 Treated open Liquid 0.132 (gal) AbbottCarlsbad TRIS BASE open Liquid 0.132 (gal) AbbottCarlsbad TRIS BASE, lM open Liquid 0.132 (gal) AbbottCarlsbad TRISHCL open Liquid 0.132 (gal) AbbottCarlsbad TRISHCL, lM open Liquid 0.132 (gal) AbbottCarlsbad Tris, 1 M, pH 8.0 open Liquid 0.132 (gal) AbbottCarlsbad TRIS, lM, PH 7.0 open Liquid 0.132 (gal) AbbottCarlsbad Tryoan Blue solution open Liquid 0.026 (gal) AbbottCarlsbad vanillino storage Liquid 0.026 (gal) AbbottCarlsbad 0.5 Edta storage Solid 11.023 (lb) AbbottCarlsbad 1-methylimidazole storage Solid 0.220 (lb) AbbottCarlsbad 2-mercaptoethanol storage Liquid 0.1 IO (gal) AbbottCarlsbad 5,5, Dithiobis(2-nitrobenzoic Acid) storage Solid 0.022 (lb) · AbbottCarlsbad Acetic Anhydride storage Solid 0.055 (lb) AbbottCarlsbad Acetoxyacetic acid storage Solid 0.011 (lb) AbbottCarlsbad acetylglucosamine-n-d storage Solid 0.055 (lb) AbbottCarlsbad Acetone storage Liquid 1.057 (gal) AbbottCarlsbad acidblue-40 storage Solid 0.110 (lb) AbbottCarlsbad Ammonium Acetate 20mM storage Solid 4.409 (lb) AbbottCarlsbad Ammonium Bicarbonate storage Solid 1.102 (lb) AbbottCarlsbad Ammonium Chloride storage Solid 1.102 (lb) AbbottCarlsbad Ammonium Formate storage Solid 1.102 (lb) AbbottCarlsbad Ammonium Molybdate storage Solid 1.102 (lb) AbbottCarlsbad Acetonitrile storage Liquid 0.066 (gal) AbbottCarlsbad Ammonium Molybdate storage Solid 0.220 (lb) AbbottCarlsbad Ammonium Persulfate . storage Solid 0.022 (lb) AbbottCarlsbad ammoniumcarbonate storage Solid 1.102 (lb) AbbottCarlsbad ammoniummolybdatetetrahydrate storage Solid 0.220_ (lb) AbbottCarlsbad ammoniumphosphate-monobasic storage Solid 2.205 (lb) AbbottCarlsbad anilinebluediammoniumsalt storage Solid 0.055 (lb) AbbottCarlsbad amylalcohol-tert-99% storage Liquid 0.066 (gal) AbbottCarlsbad betacyclodextrin storage Solid 0.055 (lb) AbbottCarlsbad beta-D-Glucosamine pentaacetate storage Solid 0.011 (lb) AbbottCarlsbad Bhoc-G-Acetic Acid storage Solid 0.01! (lb) AbbottCarlsbad BIS-TRIS storage Solid 0.055 (lb) AbbottCarlsbad Boric Acid storage Solid 0.551 (lb) AbbottCarlsbad bromopyrogallolred storage Solid 0.002 (lb) AbbottCarlsbad Butyl Chloroformate storage Solid 0.220 (lb) AbbottCarlsbad cacodylicacidsodiumsalt storage Solid 0.220 (lb) AbbottCarlsbad cacodylicacidsodiumsalt storage Solid 0.055 (lb) AbbottCarlsbad Calcium Carbonate storage Solid 4.409 (lb) AbbottCarlsbad Calcium Chloride storage Solid 4.409 (lb) AbbottCarlsbad camptothecin storage Solid 0.220 (lb) AbbottCarlsbad caprylylisobutyrate storage Solid 0.551 (lb) AbbottCarlsbad CBM-A(Bhoc) storage Solid 0.220 (lb) © 2001-2007 Schirmer Engineering Corporation Page 13 of33 Totals For Hazard Class Hazard Class: Irritant ID ~rage Condition Number Produ ation State Storage I Us~ -Closed · Use-Open 1:1 ... e111u1J••1 *Nltol'• •••• ,_ '1il'*-• AbbottCarlsbad CBM-C(Bhoc) storage Solid 0.220 (lb) AbbottCarlsbad CBM-G(Bhoc) storage Solid 0.220 (lb) AbbottCarlsbad cefaclor storage Solid 0.000 (lb) AbbottCarlsbad cefaclor storage Solid 0.000 (lb) AbbottCarlsbad cellobiosed storage Solid 0.055 (lb) AbbottCarlsbad cellulosedeae storage Solid 1.102 (lb) AbbottCarlsbad Cesium Carbonate storage Solid 0.110 (lb) AbbottCarlsbad ches storage Solid 0.220 (lb) AbbottCarlsbad Chloroform-cl storage Solid 0.220 (lb) AbbottCarlsbad Chloroform-d/0.03% v/v TMS storage Solid 0.220 (lb) AbbottCarlsbad Ethyl Acetate storage Liquid 1.057 (gal) AbbottCarlsbad chloromethy luracil-6 storage Solid 1.102 (lb) AbbottCarlsbad Chromatographic silica gel storage Solid 0.551 (lb) AbbottCarlsbad Chromatographic silica gel storage Solid 0.220 (lb) AbbottCarlsbad Citric Acid storage Solid 1.102 (lb) AbbottCarlsbad cobalouschlorideanhydrous storage Solid 0.110 (lb) AbbottCarlsbad Cobalt Chloride storage Solid 1.102 (lb) AbbottCarlsbad coomassiebrilliantblue-g-250 storage Solid 0.022 (lb) AbbottCarlsbad coppersulfateii storage Solid 0.220 (lb) AbbottCarlsbad Ethyl Alcohol USP 200 proof storage Liquid 3.614 (gal) AbbottCarlsbad cremophorel storage Solid 1.102 (lb) AbbottCarlsbad d( + )galactose storage Solid 0.055 (lb) AbbottCarlsbad D( + )-Glucosamine hydrochloride storage Solid 1.102 (lb) AbbottCarlsbad d( + )glucose storage Solid 2.205 (lb) AbbottCarlsbad Dansyl chloride storage Solid 0.011 (lb) AbbottCarlsbad Dansyl chloride storage Solid 0.002 (lb) AbbottCar!sbad Ethyl Alcohol USP 200 proof open Liquid 0.402 (gal) AbbottCarlsbad D-Glucuronic acid storage Solid 0.022 (lb) AbbottCarlsbad D-Glucuronic acid sodium salt monohydrate storage Solid 0.055 (lb) AbbottCarlsbad diaminocyclohexanen'tetraaceticacid-trans-1-2-n-n storage Solid 0.022 (lb) AbbottCarlsbad diaminodihydroxyanthraquinone-1-8-4-5 storage Solid 0.002 (lb) AbbottCarlsbad dichlorophthalicanhydride36 storage Solid 0.022 (lb) AbbottCarlsbad DL-Fmoc Histidinol storage Solid 0.055 (lb) AbbottCarlsbad Ethyl Alcohol, USP 200 storage Liquid 2.711 (gal) AbbottCarlsbad DL-Isoserine storage Solid 0.001 (lb) AbbottCarlsbad DL-Serine storage Solid 0.055 (lb) AbbottCarlsbad DL-Serine methyl ester hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad dodecyltrimethylammoniumbromide storage Solid 0.220 (lb) AbbottCarlsbad D-SORBITOL storage Solid 0.551 (lb) AbbottCarlsbad epps storage Solid 0.220 (lb) AbbottCarlsbad ethidiumbromide storage Solid 0.011 (lb) AbbottCarlsbad Ethyl 2-amino-4-(trifluoromethyl)pyrimidine-5-car storage Solid 0.011 (lb) AbbottCarlsbad Ethyl 2-amino-4-methylpyrimidine-5-carboxylate storage Solid 0.002 (lb) AbbottCarlsbad Ethyl Alcohol, USP 200 open Liquid 0.301 (gal) AbbottCarlsbad Ethyl 2-amino-4-methylpyrimidine-5-carboxylate storage Solid 0.002 (lb) AbbottCarlsbad Ethyl 2-aminobenzothiazole-6-carboxylate storage Solid 0.011 (lb) AbbottCarlsbad Ethyl 4-dimethylaminobenzoate storage Solid 0.220 (lb) AbbottCarlsbad Ethylene glycol-bis(2-aminoethyl)-N,N,N¢,N¢-tetr storage Solid 0.055 (lb) AbbottCarlsbad ferricsulfate storage Solid 1.102 (lb) AbbottCarlsbad ferricsulfate storage Solid 0.551 (lb) © 2001-2007 Schirmer Engineering Corporation Page 14 of33 Totals For Hazard Class Hazard Class: Irritant ID Storage I Conditi(>n Number Product Name Location Stat~ I storage I Use -Closed Use -Open ~/Jmii£~1%1§f§J ·u l AbbottCarlsbad Ficoll® solution storage Solid 1.102 (lb) AbbottCarlsbad Isooropyl Alcohol storage Liquid 10.568 (gal) AbbottCarlsbad Fluorene-1-carboxylic acid storage Solid 0.002 (lb) AbbottCarlsbad Fluorene-1-carboxylic acid storage Solid 0.002 (lb) AbbottCarlsbad Fmoc-(3-aminomethyl)-benzoic acid storage Solid 0.011 (lb) AbbottCarlsbad Fmoc-7-Ahp-OH storage Solid 0.002 (lb) AbbottCarlsbad Fmoc-Dab(Boc)-OH storage Solid 0.011 (lb) AbbottCarlsbad Fmoc-Dab(Boc)-OH storage Solid ·0.011 (lb) AbbottCarlsbad Fmoc-Dab(Boc)-OH storage Solid 0.011 (lb) AbbottCarlsbad Fmoc-Phe-OH storage Solid 0.220 (lb) AbbottCarlsbad folinicacidcalciumsalt storage Solid 0.000 (lb) AbbottCarlsbad Isopropyl alcohol, 70% storage Liquid 5.284 (gal) AbbottCarlsbad Furfurylamine, 99+ % storage Solid 0.220 (lb) AbbottCarlsbad gallein storage Solid 0.011 (lb) AbbottCarlsbad gammacyclodextrin storage Solid 0.000 (lb) AbbottCarlsbad Gastric Mucin Powder storage Solid 13.228 (lb) AbbottCarlsbad glutamicacidsalt-1-monopotassium storage Solid 0.220 (lb) AbbottCarlsbad glutamicacidsalt-1-monopotassium storage Solid 0.220 (lb) AbbottCarlsbad Methanol storage Liquid 21.136 (gal) AbbottCarlsbad Glycerol storage Liquid 0.110 (gal) AbbottCarlsbad glycerophosphatedisodiumsalt:hydrate storage Solid 0.220 (lb) AbbottCarlsbad guanfacine hydrochloride storage Solid 2.205 (lb) AbbottCarlsbad Guanidine hydrochloride storage Solid 0.055 (lb) AbbottCar!sbad Guanidineacetic acid storage Solid 0.055 (lb) AbbottCarlsbad Guanine storage Solid 0.220 (lb) AbbottCarlsbad Hepes storage Solid 0.055 (lb) AbbottCarlsbad Methanol open Liquid 5.284 (gal) AbbottCarlsbad Hepes, sodium salt storage Solid 0.220 (lb) AbbottCarlsbad Hepes, sodium salt storage Solid 0.055 (lb) AbbottCarlsbad Hexadecyltri-Methlammonium Bromide storage Solid 0.220 (lb) AbbottCarlsbad histaminedihydrochloride storage Solid 0.220 (lb) AbbottCarlsbad Imidazole storage Solid 4.409 (lb) · AbbottCarlsbad Imidazole Hydrochloride storage Solid 0.011 (lb) AbbottCarlsbad iminodiaceticacid storage Solid 1.102 (lb) AbbottCarlsbad Imipramine hydrochloride storage Solid 0.011 (lb) AbbottCarlsbad Indole-5-carboxaldehyde storage Solid 0.011 (lb) AbbottCarlsbad Iron sulfate heptahydrate storage Solid 0.551 (lb) AbbottCarlsbad Iron sulfate heptahydrate storage Solid 0.220 (lb) AbbottCarlsbad Isonicotinic Acid storage Solid O.Oll (lb) AbbottCarlsbad Isonipecotic acid storage Solid 0.055 (lb) AbbottCarlsbad isopropylidenelyxonolactonel2314 storage Solid 0.007 (lb) AbbottCarlsbad Kariamycin monosulfate from Streptomyces kana storage Solid 0.110 (lb) AbbottCarlsbad Kanamycin monosulfate from Streptomyces kaha storage Solid 0.055 (lb) AbbottCarlsbad Kanamycin monosulfate from Streptomyces kana storage Solid 0.055 (lb) AbbottCarlsbad Lithium Chloride storage Solid 0.220 (lb) AbbottCarlsbad Lithium Chloride storage Solid 0.220 (lb) AbbottCarlsbad lysine-di storage Solid 0.011 (lb) AbbottCarlsbad Magnesium acetate tetrahydrate storage Solid 0.551 (lb) AbbottCarlsbad Magnesium Chloride storage Solid 1.102 (lb) AbbottCarlsbad Marnesium Chloride storage Solid 0.276 (lb) © 2001-2007 Schirmer Engineering Corporation Page 15 of33 Totals For Hazard Class Hazard Class: Irritant ID ~rage Condition Number Produ ation State Storaae · I Use -Closed I Use -Open •-011111 t1•·~, ::.r. .. ., ,1111• ... ~l'ir:F.llil AbbottCarlsbad Malachite Green hydrochloride storage Solid 0.220 (lb) AbbottCarlsbad Malachite Green hydrochloride storage Solid 0.055 (lb) AbbottCarlsbad malachitegreenbase storage Solid 0.JJ0 (lb) AbbottCarlsbad malachitegreenoxalate storage Solid 0.055 (lb) AbbottCarlsbad malachitegreenoxalate storage Solid 0.055 (lb) AbbottCarlsbad maltose storage Solid 1.102 (lb) AbbottCarlsbad Manganese(II) chloride storage Solid 0.551 (lb) AbbottCarlsbad Manganese(Il) chloride tetrahydrate storage Solid 0.220 (lb) AbbottCarlsbad methionine-I storage Solid (lbs) AbbottCarlsbad methylalphamannopyranoside-d storage Solid 0.220 (lb) AbbottCarlsbad MGCL2 HEXAHYDRATE storage Solid 1.102 (lb) AbbottCarlsbad Nitro methane storage Liquid 0.211 (gal) AbbottCarlsbad Monobasic Sodium Phosphate storage Solid 1.102 (lb) AbbottCarlsbad mops storage Solid 0.551 (lb) AbbottCarlsbad mops. storage Solid 0.551 (lb) AbbottCarlsbad mops storage Solid 0.220 (lb) AbbottCarlsbad mucintypecrude-ii storage Solid 0.220 (lb) AbbottCarlsbad mucintypecrude-ii storage Solid 0.220 (lb) AbbottCarlsbad N-Methy 1-1,3-propanediamine storage Solid 0.055 (lb) AbbottCarlsbad Norphenylephrine hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad Nitromethane storage Liquid 0.264 (gal) AbbottCarlsbad N-Phenyl-N-cyclohexyl-p-phenylenediamine storage Solid 0.022 (lb) AbbottCarlsbad N-t-BOC-(S)-3-Hydroxy-pyrrolidine storage Solid 0.011 (lb) · AbbottCarlsbad Oxalic Acid storage Solid 0.551 (lb) AbbottCarlsbad Oxolinic acid storage Solid 0.055 (lb) AbbottCarlsbad Oxolinic acid storage Solid 0.055 (lb) AbbottCarlsbad Palladium hydroxide on carbon storage Solid 0.022 (lb) AbbottCarlsbad Palladium on carbon storage Solid 0.110 (lb) AbbottCarlsbad W!_!Ste (50% water/ 50% methanol) open Liquid 31.704 (gal) AbbottCarlsbad Palladium(II) acetate storage Solid 0.002 (lb) AbbottCarlsbad p-Dimethylaminobenzy !amine dihydrochloride storage Solid 0.011 (lb) AbbottCarlsbad Pentafluorophenol storage Solid 0.022 (lb) AbbottCarlsbad Perphenazine storage Solid 0.002 (lb) AbbottCarlsbad Phenol Red storage Solid 0.0IJ (lb) AbbottCarlsbad Phenoxyacetic Acid storage Solid 0.220 (lb) AbbottCarlsbad ethylchlorooxoacetate98 storage Liquid 0.264 (gal) AbbottCarlsbad Piperonylamine storage Solid 0.055 (lb) AbbottCarlsbad Pipes storage Solid 0.220 (lb) AbbottCarlsbad POLYADENLYC ACID POTASSIUM SALT storage Solid 0.220 (lb) AbbottCarlsbad Polyethylene Glycol storage Solid 2.205 (lb) AbbottCarlsbad polyethylenimine storage Solid 0.220 (lb) AbbottCarlsbad polyoxyethylenelaurylether-23 storage Solid 0.220 (lb) AbbottCarlsbad potasium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad potasium Nitrate storage Solid 0.220 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 2.205 (lb) AbbottCarlsbad Potassium Iodide storage Solid 0.220 (lb) © 2001-2007 Schirmer Engineering Corporation Page 16 of33 Totals For Hazard Class Hazard Class: Irritant ID I .....-iirage I State Condition I Number Product Name Location Storage I Use -Closed I Use-Open I l\w, ,11n• ,,., .. , :.r.11111.W'I >J•••• ,._ 11tf;F.11i AbbottCarlsbad Potassium Phosphate storage Solid 2.205 (lb) AbbottCarlsbad potassiumacMate storage Solid 1.102 (lb) AbbottCarlsbad Promazine hydrochloride storage Solid 0.055 (lb) AbbottCarlsbad rhodamine-110 storage Solid 0.001 (lb) AbbottCarlsbad Sephadex® G-25 storage Solid 0.110 (lb) AbbottCarlsbad sephadexdeaeionexchangeresin-a-50 storage Solid 0.022 (lb) AbbottCarlsbad sephadexdeaeionexchangeresin-a-5 0 storage Solid 0.220 (lb) AbbottCarlsbad sephadexforgelfiltrationmicrons-g-15-~-40-120 storage Solid 0.220 (lb) AbbottCarlsbad sephadexr-g-10 storage Solid 0.220 (lb) Aj,bottCarlsbad pyrenecarboxaldehydel storage Liquid 0.013 (gal) AbbottCarlsbad Sodium Acetate storage Solid 2.205 (lb) AbbottCarlsbad Sodium Bisulfite storage Solid 5.511 (lb) AbbottCarlsbad Sodium Carbonate storage Solid 5.511 (lb) AbbottCarlsbad Sodium Carbonate storage Solid 5.511 (lb) AbbottCarlsbad Sodium Chloride storage Solid 5.511 (lb) AbbottCarlsbad Sodium Chloride Granular storage Solid I 1.023 (lb) AbbottCarlsbad Sodium Chloride Granular storage Solid I 1.023 (lb) AbbottCarlsbad Aniline storage Liquid 0.005 (gal) AbbottCarlsbad Sodium Chloride Granular storage Solid I 1.023 (lb) AbbottCarlsbad Sodium deoxycholate storage Solid 0.220 (lb) AbbottCarlsbad Sodium Dodecyl Sulfate storage Solid 0.551 (lb) AbbottCarlsbad Sodium Metabisulfite storage Solid 1.102 (lb) AbbottCarlsbad Sodium molybdate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium periodate storage Solid 0.220 (lb) AbbottCarlsbad fitcisomeri storage Liquid 0.125 (gal) AbbottCarlsbad Benzyl Alcohol storage Liquid 0.026 (gal) AbbottCarlsbad Sodium periodate storage Solid 0.220 (lb) AbbottCarlsbad Sodium periodate storage Solid 0.055 (lb) AbbottCarlsbad Sodium Phosphate, dibasic storage Solid 1.102 (lb) AbbottCarlsbad Sodium Phosphate, dibasic storage Solid 2.205 (lb) AbbottCarlsbad Sodium Pyrophosphate storage Solid 0.220 (lb) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad b-Phenylethylamine storage Liquid 0.013 (gal) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad sodiumammoniumphosphate storage Solid 0.551 (lb) AbbottCarlsbad sodiumammoniumphosphate storage Solid 0.551 (lb) AbbottCarlsbad sodiumarsenatedibasic:heptahydrate storage Solid 0.110 (lb) AbbottCarlsbad succinic Acid storage Solid 0.220 (lb) AbbottCarlsbad Cumylamine storage Liquid 0.001 (gal) AbbottCarlsbad Sulfur storage Solid l.102 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.220 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.055 (lb) AbbottCarlsbad tetrafluorobenzenethiol2356 storage Liquid 0.022 (gal) AbbottCarlsbad tetraglycol storage Solid 0.220 (lb) AbbottCarlsbad theophylline storage Solid 0.110 (lb) AbbottCarlsbad thiaminehydrochloride storage Solid 0.220 (lb) AbbottCarlsbad thiaminehydrochloride storage Solid 0.011 (lb) AbbottCarlsbad Formaldehyde storage Liquid 0.132 (gal) AbbottCarlsbad thiaminehydrochloride storage Solid 0.011 (lb) AbbottCarlsbad tricine storage Solid 0.220 (lb) © 2001-2007 Schinner Engineering Corporation Page 17 of33 Totals For Hazard Class Hazard Class: Irritant ID ---il"" I, Number Produ ati6n I State iTTl iTol .. '. ~--,1111,.1.i.-•;F.llf AbbottCarlsbad Triethylammonium Acetate AbbottCarlsbad Tris AbbottCarlsbad Trizma® hydrochloride AbbottCarlsbad Trizma® hydrochloride AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Tryptamine AbbottCarlsbad Tryptose Phosphate Broth AbbottCarlsbad tyrosine-I AbbottCarlsbad Urea AbbottCarlsbad Veal infusion broth AbbottCarlsbad Nitrobenzene AbbottCarlsbad Xanthine AbbottCarlsbad Xanthosine dihydrate AbbottCarlsbad Xylene Cyanole FF AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc sulfate hepta!Jydrate AbbottCarlsbad Acetic Anhydride AbbottCarlsbad Dibutyl Phthalate AbbottCarlsbad Dimethylsulfoxide (DMSO) AbbottCarlsbad DITHIOTHREITOL AbbottCarlsbad Formamide AbbottCarlsbad IMIDAZOLE AbbottCarlsbad nonidetp40 AbbottCarlsbad NP-40 AbbottCarlsbad Octanoic acid 99.5+ % AbbottCarlsbad Polysorbate 80 AbbottCarlsbad triethanolamine AbbottCarlsbad ammonium hydroxide-30% AbbottCarlsbad bariumchloride AbbottCarlsbad Chloroform AbbottCarlsbad Petroleum Ether AbbottCarlsbad CHLOROFORM:ISOAMYL ALCOHOL 24:1 AbbottCarlsbad Edta AbbottCarlsbad Edta AbbottCarlsbad EDTA 0.5M, Q-100 Treated AbbottCarlsbad EDTA,0.5M AbbottCarlsbad Petroleum Ether AbbottCarlsbad Hepes Buffer Solution AbbottCarlsbad Hydrochloric Acid AbbottCarlsbad Hydrochloric Acid © 2001-2007 Schinner Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage open open open open storage open storage storage Solid Solid Solid Solid Liquid Solid Solid Solid Solid Solid Liquid Solid Solid Solid Solid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Storage 0.110 (lb) 11.023 (lb) 0.551 (lb) 2.205 (lb) 0.132 (gal) 0.022 (lb) 1.102 (lb) 0.220 .Ob) 0.220 (lb) 1.102 (lb) 0.132 (gal) 0.055 (lb) 0.011 (lb) 0.055 (lb) 0.551 (lb) 0.220 (lb) 0.220 (lb) 0.132 (gal) 0.132 (gal) 0.264 (gal) 0.066 (gal) 0.132 (gal) 0.132 (gal) 0.013 (gal) 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.132 (gal) 0.132 (gal) 0.132 (gal) 1.057 (gal) 1.057 (gal) 0.119 (gal) 1.057 (gal) 0.132 (gal) 0.264 (gal) 52.776 (gal) 185.756 (lb) . (lbs) Condition I Use -Clos~d I Use -Open. 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.066 (gal) 0.026 (gal) 39.210 (gal) Page 18 of33 Totals For Hazard Class Hazard Class: Nonhazardous 10 iiillllilli:rage Condition _ Number Product Name Location State Storage I Use -closed I Use -Open ffl.J .. ••IJIIJ''' ·.,.-.. ,1·····--~~ AbbottCarlsbad WATER DNA/RNA FREE open Liquid 0.264 (gal) AbbottCarlsbad xelectrophoresisbuffer50 storage Liquid 0.013 (gal) AbbottCarlsbad zincsulfatevolumetricstandard storage Liquid 0.132 (gal) AbbottCarlsbad L-Arginine storage Solid 0.055 (lb) AbbottCarlsbad (+miconazole-) storage Solid 0.002 (lb) AbbottCarlsbad Agarose Electrophoresis Grade storage Solid 0.551 (lb) AbbottCarlsbad agaroselowmelting storage Solid 1.102 (lb) AbbottCarlsbad Albumin from rat serum storage Solid 0.220 (lb) AbbottCarlsbad aminopurinenitratesalt-2 storage Solid 0.001 (lb) AbbottCarlsbad Ammonium Sulfate storage Solid 2.205 (lb) AbbottCarlsbad Ammonium Sulfate storage Solid 2.205 (lb) AbbottCarlsbad arabicgum storage Solid 0.220 (lb) AbbottCarlsbad benzylisothiocyanate storage Solid 1.102 (lb) AbbottCarlsbad Biphenyl-4-carboxylic acid storage Solid 0.011 (lb) AbbottCarlsbad bromophenolblueelectrophoresispurityreagent storage Solid 0.022 (lb) AbbottCarlsbad chloromethyldimethylisoazole435 storage Solid 0.551 (lb) AbbottCarlsbad chloromethyltriphenylphosphoniumchloride storage Solid 1.102 (lb) AbbottCarlsbad Choline chloride, Minimum 98% storage Solid 1.1oz" (lb) AbbottCarlsbad D-(+)-Glucose storage Solid 1.102 (lb) AbbottCarlsbad D-( + )-Glucose storage Solid 2.205 (lb) AbbottCarlsbad D-( + )-Trehalose dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Desiccant storage Solid 1.102 (lb) AbbottCarlsbad Dibasic Potassium Phosphate (Kosher) storage Solid 1.102 (lb) AbbottCarlsbad erythromycin storage Solid O.Oll (lb) AbbottCarlsbad Gelatin from cold water fish skin storage Solid 1.102 (lb) AbbottCarlsbad Gelatin from cold water fish skin storage Solid 0.220 (lb) AbbottCarlsbad glucosed storage Solid 2.205 (lb) AbbottCarlsbad glutamine-1 storage Solid 0.055 (lb) AbbottCarlsbad glycine storage Solid 1.102 (lb) AbbottCarlsbad glycine storage Solid 11.023 (lb) AbbottCarlsbad huananucleolarautoab storage Solid 0.055 (lb) AbbottCarlsbad Hydroxymethyl resin storage Solid O.Oll (lb) AbbottCarlsbad Hydroxymethyl resin storage Solid 0.011 (lb) AbbottCarlsbad L-Arabinose, 98% storage Solid 0.220 (lb) AbbottCarlsbad L-Arabinose, 98% storage Solid 0.220 (lb) AbbottCarlsbad L-Cysteine storage Solid 0.220 (lb) AbbottCarlsbad L-Cysteine storage Solid 0.220 (lb) AbbottCarlsbad leucine-1 storage Solid 0.220 (lb) AbbottCarlsbad L-proline storage Solid 0.220 (lb) AbbottCarlsbad Lysozyme chicken egg white storage Solid 0.220 (lb) AbbottCarlsbad Magnesium Sulfate storage Solid 1.102 (lb) AbbottCarlsbad magnesiumsulfateheptahydrate storage Solid 1.102 (lb) AbbottCarlsbad nickelsulfate storage Solid 0.551 (lb) AbbottCarlsbad NovaSyn TG HMP Resin storage Solid 0.002 (lb) AbbottCarlsbad NovaSyn TG Hydroxy resin storage Solid 0.011 (lb) AbbottCarlsbad NovaSyn TG Hydroxy resin storage Solid 0.002 (lb) AbbottCarlsbad Phenylboronic acid storage Solid 0.022 (lb) AbbottCarlsbad polynylpyrrolidonevik25 storage Solid 1.102 (lb) AbbottCarlsbad polyoxyethylenecetylether-20 storage Solid 0.220 (lb) AbbottCarlsbad Potassium Sulfate storage Solid 1.102 (lb) © 2001-2007 Schirmer Engineering Corporation Page 19 of33 Totals For Hazard Class Hazard Class: Nonhazardous ~I --...iragel I . Product N~me Location_ State r J.'!11 ·->,:~w,.lllllllftl•·~ -,.. AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Sulfate AbbottCarlsbad Sodium Sulfate AbbottCarlsbad Sodium Sulfate AbbottCarlsbad Sodium Sulfate AbbottCarlsbad Spermidine AbbottCarlsbad Starch AbbottCarlsbad Sucrose AbbottCarlsbad Sucrose AbbottCarlsbad Trizma Acetate AbbottCarlsbad Trizma Acetate AbbottCarlsbad Uracil AbbottCarlsbad Uridine AbbottCarlsbad Uridine AbbottCarlsbad waterdepctreated AbbottCarlsbad xanthangum AbbottCarlsbad Bath Oil AbbottCarlsbad Bicarbonate buffer solution AbbottCarlsbad BIOMAG PLUS MAGBEADS 1.5 AbbottCarlsbad Bleach AbbottCarlsbad Carbonate pH Buffer AbbottCarlsbad Celite AbbottCarlsbad Citric Acid 5% AbbottCarlsbad DEIONIZED WATER AbbottCarlsbad Desalting Buffer AbbottCarlsbad DNA DILUTION BUFFER, BOTTLED AbbottCarlsbad ethidiumbromide AbbottCarlsbad MAG BEAD SOLUTION AbbottCarlsbad Paromomycin sulfate salt in H20 AbbottCarlsbad PCRBufferill AbbottCarlsbad PCR ENZYME DILUTION BUFFER, BOTTLED AbbottCarlsbad pH 10.00 Buffer Solution AbbottCarlsbad pH 10.00 Buffer Solution AbbottCarlsbad pH 7.00 Standard Buffer Solution AbbottCarlsbad pH Electrode Storage Solution AbbottCarlsbad Phosphate pH Buffer AbbottCarlsbad Phthalate pH Buffer AbbottCarlsbad RNA DILUTION BUFFER, BOTTLED AbbottCarlsbad RT-PCR ENZYME DIUTION BUFFER, BOTTL AbbottCarlsbad Sodium Bicarbonate © 2001-2007 Schirmer Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storaee storage storage storage open storaee storage storaee open storage storage open storage storage storage storage storage open open open open open open open open open open open Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Storage 1.102 {lb) 0.551 {lb) 5.511 {lb) 5.511 (lb) 5.511 (lb) 5.511 {lb) 5.511 (lb) 5.511 (lb) 0.011 (lb) 0.220 (lb) 1.102 {lb) 2.205 {lb) 1.102 (lb) 0.220 (lb) 0.055 (lb) 0.220 {lb) 0.011 {lb) 1.102 (lb) 0.220 {lb) 0.264 (gal) 0.013 (gal) 5.000 (gal) 1.136 (gal) 0.264 (gal) 0.132 (gal) 0.264 (gal) 0.003 (gal) 0.026 (gal) 0.001 (gal) 7.249 (gal) 79.934 {lb) Condition I us~ -Closed tise-Open 1.000 (gal) 0.125 (gal) 2.642 (gal) 0.066 (gal) 0.264 (gal) 0.132 (gal) 0.132 (gal) 0.132 (gal) 0.125 (gal) 0.125 (gal) 0.125 (gal) 0.132 (gal) 0.264 (gal) 0.026 (gal) 5.557 (gal) Page20 of33 Totals For Hazard Class Hazard Class: Other Health Hazard 1D ....-irage Number Produ ation State llW"l'e111•11.1illlr•, =-·;;.111•uilllr•-r.r~ AbbottCarlsbad 0.5 Edta AbbottCarlsbad ammoniummolybdatetetrahydrate AbbottCarlsbad Boric Acid AbbottCarlsbad Bromoacetic acid,97% AbbottCarlsbad Bromoacetic acid,97% AbbottCarlsbad Glycerol AbbottCarlsbad Hydroxylamine Hydrochloride AbbottCarlsbad Lithium Chloride AbbottCarlsbad Lithium Chloride AbbottCarlsbad Phenol AbbottCarlsbad Phenol Red AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium Metabisulfite AbbottCarlsbad Benzyl Alcohol AbbottCarlsbad sodiumarsenatedibasic:heptahydrate AbbottCarlsbad Formaldehyde AbbottCarlsbad Triethylammonium Acetate AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc Chloride AbbottCarlsbad DITHIOTHREITOL AbbottCarlsbad Formamide AbbottCarlsbad Polysorbate 80 AbbottCarlsbad triethanolamine AbbottCarlsbad Chloroform AbbottCarlsbad CHLOROFORM:ISOAMYL ALCOHOL 24:1 AbbottCarlsbad Dichloromethane AbbottCarlsbad Edta AbbottCarlsbad Edta AbbottCarlsbad EDTA 0.5M, Q-100 Treated AbbottCarlsbad EDTA,0.5M © 2001-2007 Schirmer Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storal!e storage storage storage storage storage storage storage open open open open Solid Solid Solid Solid Solid Liquid Solid Solid Solid Solid Solid Solid Solid Solid Liquid Solid Liquid Solid Liquid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Stor:aae 11.023 (lb) 0.220 (lb) 0.551 (lb) 0.220 (lb) 0.055 (lb) 0.110 (gal) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.011 (lb) 0.220 (lb) 0.220 (lb) 1.102 (lb) 0.026 (gal) 0.110 (lb) 0.132 (gal) 0.110 (lb) 0.132 (gal) 0.551 (lb) 0.220 (lb) 0.066 (gal) 0.132 (gal) 0.026 (gal) 0.132 (gal) 1.057 (gal) 0.119 (gal) 1.057 (gal) 2.990 (gal) 15.498 (lb) Conditi'on l Use -Cl<>sed I Use -Open 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.066 (gal) 0.145 (gal) Page21 of33 Totals For Hazard Class Hazard Class: Oxidizer, Class 1 Condition State Stora ·e Use -Closed Use -OpeJl AbbottCarlsbad Ammonium Persulfate storage Solid 0.022 (lb) AbbottCarlsbad potasium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad potasium Nitrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad Hydrogen Peroxide storage Liquid 0.264 (gal) Aerosol (lb) Liquid (gal) 0.264 (gal) Solid (lb) 2.888 (lb) Gas (cu ft) © 2001-2007 Schirmer Engineering Corporation Page 22 of33 Totals For Hazard Class · 1 Hazard Class: Oxidizer, Class 2 ID AbbottCarlsbad Potassium pennanganate AbbottCarlsbad Nitric Acid © 2001-2007 Schirmer Engineering Corporation State Solid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Stora e 1.102 (lb) 0.132 (gal) 0.132 (gal) 1.102 (lb) Condition Use -Closed Use -o en Page23 of33 Totals For Hazard Class Hazard Class: Oxidizer, Class 3 © 2001-2007 Schinner Engineering Corporation State. Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Condition Stora e l:Jse -Closed . Use ~ b ~n 0.132 (gal) 0.132 (gal) Page24 of33 Totals For Hazard Class Hazard Class: Sensitizer ID ~ge Number Product Name . Location State .i.lJll'eUUil11••1, *--111•1' •1•• • AbbottCarlsbad BETAINE AbbottCarlsbad Ammonium Persulfate AbbottCarlsbad dichlorophthalicanhydride36 AbbottCarlsbad Fluorescein sodium salt AbbottCarlsbad folinicacidcalciumsalt AbbottCarlsbad histaminedihydrochloride AbbottCarlsbad Hydroxylamine Hydrochloride AbbottCarlsbad Cyclohexylamine AbbottCarlsbad Perphenazine AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium molybdate dihydrate AbbottCarlsbad fitcisomeri AbbottCarlsbad Benzyl Alcohol AbbottCarlsbad b-Phenylethylamine AbbottCarlsbad Formaldehyde AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Dimethylsulfoxide (DMSO) © 2001-2007 Schinner Engineering Corporation storage storage storage storage storage storage storage storage storage storage storage storage storage storage I storage storage storage storage Liquid Solid Solid Solid Solid Solid Solid Liquid Solid Solid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Sta.rage 0.066 (gal) 0.022 (lb) 0.022 (lb) 0.220 (lb) 0.000 (lb) 0.220 (lb) 0.220 (lb) 0.026 (gal) 0.002 (lb) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.125 (gal) 0.026 (gal) 0.013 (gal) 0.132 (gal) 0.132 (gal) 0.264 (gal) 0.786 (gal) 1.369 (lb) .Condition I Use-Closed . Use-Open Page 25 of33 Totals For Hazard Class Hazard Class: Toxic ID / .....irage I I · Condition I Number Product Name . Location State 1 ·. Storaa~ I Use -Ciosed I Lise -Open j 2!~•uuujlt\1 -:.,:;.,.., 11U• ,.,~ AbbottCarlsbad Sodium hydroxide LON storage Liquid 0.001 (gal) AbbottCarlsbad Sodium Hydroxide, lN Volumetric Solution storage Liquid 0.264 (gal) AbbottCarlsbad 0.5 Edta storage Solid 11.023 (lb) AbbottCarlsbad ammoniummolybdatetetrahydrate storage Solid 0.220 (lb) AbbottCarlsbad beta-D-Glucosamine pentaacetate storage Solid 0.011 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.220 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.055 (lb) AbbottCarlsbad chloromethyluracil-6 storage Solid 1.102 (lb) AbbottCarlsbad cobalouschlorideanhydrous storage Solid 0.110 (lb) AbbottCarlsbad coppersulfateii storage Solid 0.220 (lb) AbbottCarlsbad DL-Serine methyl ester hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad epps storage Solid 0.220 (lb) AbbottCarlsbad Ethyl 2-amino-4-(trifluoromethyl)pyrimidine-5-car storage Solid 0.011 (lb) AbbottCarlsbad Guanidine hydrochloride storage Solid 0.055 (lb) AbbottCarlsbad Guanidineacetic acid storage Solid 0.055 (lb) AbbottCarlspad Hexadecyltri-Methlammonium Bromide storage Solid 0.220 (lb) AbbottCarlsbad PHENOL:CHLOROFORM: ISO AMYL ALCOH storage Liquid 0.026 (gal) AbbottCarlsbad Piperidine storage Liquid 0.053 (gal) AbbottCarlsbad Soluene-350 storage Liquid 0.026 (gal) AbbottCarlsbad Cyclohexylamine storage Liquid 0.026 (gal) AbbottCarlsbad malachitegreenoxalate storage Solid 0.055 (lb) AbbottCarlsbad malachite green oxalate storage Solid 0.055 (lb) AbbottCarlsbad methylalphamannopyranoside-d storage Solid 0.220 (lb) AbbottCarlsbad Norphenylephrine hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad N-Phenyl-N-cyclohexyl-p-phenylenediamine storage Solid 0.022 (lb) AbbottCarlsbad N-t-BOC-(S)-3-Hydroxy-pyrrolidine storage Solid 0.oll (lb) AbbottCarlsbad Oxalic Acid storage Solid 0.551 (lb) AbbottCarlsbad Phenol storage Solid 0.220 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad ethylchlorooxoacetate98 storage Liquid 0.264 (gal) AbbottCarlsbad Piperidine storage Liquid 1.000 (kg) AbbottCarlsbad Potassium Hydroxide storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 2.205 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Aniline storage Liquid 0.005 (gal) AbbottCarlsbad Sodium hydroxide pellets storage Solid 4.409 (lb) AbbottCarlsbad Sodium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad Benzyl Alcohol storage Liquid 0.026 (gal) AbbottCarlsbad sodiumarsenatedibasic:heptahydrate storage Solid 0.110 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.220 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.055 (lb) AbbottCarlsbad Trichloroacetic Acid storage Solid 1.102 (lb) AbbottCarlsbad Triethylammonium Acetate storage Solid 0.110 (lb) AbbottCarlsbad trizmaphosphate storage Solid 0.220 (lb) AbbottCarlsbad Zinc Chloride storage Solid 0.551 (lb) AbbottCarlsbad Zinc Chloride storage Solid 0.220 (lb) AbbottCarlsbad ammonium hydroxide-30% storage Liquid 0.132 (gal) AbbottCarlsbad bariumchloride storage Liquid 0.132 (gal) © 2001-2007 Schirmer Engineering Corporation Page26 of33 Hazard Class: Toxic © 2001-2007 Schirmer Engineering Corporation Totals For Hazard Class State Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) StoJa e 0.958 (gal) 1.000 (kg) 28.340 (lb) . Co(ldition Use -Closed Use -0 ·en .. Page27 of33 Totals For Hazard Class Hazard Class: Unstable (reactive), Class 1 Condition · State Stora e Use -Closed Use -0 en AbbottCar!sbad Nitro methane storage Liquid 0.211 (gal) AbbottCarlsbad Nitro methane storage Liquid 0.264 (gal) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) Aerosol (lb) Liquid (gal) 0.476 (gal) Solid (lb) 0.441 (lb) Gas (cu ft) © 2001-2007 Schirmer Engineering Corporation Page 28 of33 Totals For Hazard Class I Hazard Class: Unstable (reactive), Class 2 u:i I Number Product t,Jame AbbottCarlsbad/0.5 Edta © 2001-2007 Schinner Engineering Corporation ! Storage / 1_~ ____ ,......_c~· o_n_d:-'-it_1o_n------.---~----,I . Location State I Storaae I Use -Clo.sed 'I Use -Ooeli I I !storage !Solid I 11.023 (lb) I Aerosol (lb) Liquid (gal) Solid (lb) 11.023 (lb) Gas (cu ft) I I Page29 of33 Totals For Hazard Class Hazard Class: Unstable (reactive), Class 3 ID I Number . Product Name AbbottCarlsbad IHydroxylamine Hydrochloride AbbottCarlsbad !Hydrogen Peroxide © 2001-2007 Schirmer Engineering Corporation I Storage Location I. 1>-______ c~·o_n_d_it_io_n ______ ~ State I Storage _ I Use -Ciosed I Pse -0Den I !storage !storage !Solid I !Liquid I Aerosol (lb) Liquid (gal) Soli~ (lb) Gas (cu ft) 0.220 (lb) I 0.264 (gal) I 0.264 (gal) 0.220 (lb) I I Page 30 of33 Totals For Hazard Class Hazard Class: Water reactive, Class 1 Conditipn, . State Stora e use -Closed IJse --0 en AbbottCarlsbad Sodium hydroxide I .ON storage Liquid 0.001 (gal) AbbottCarlsbad Sodium Hydroxide, IN Volumetric Solution storage Liquid 0.264 (gal) AbbottCarlsbad Sulfuric Acid storage Liquid 0.033 (gal) AbbottCarlsbad Eth 1 chloroformate storage Liquid 0.022 (gal) AbbottCarlsbad nitrobenzenesulfenylchloride4 storage Solid 0.220 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 2.205 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Sodium hydroxide pellets storage Solid 4.409 (lb) Aerosol (lb) Liquid (gal) 0.321 (gal) Solid (lb) 10.141 (lb) Gas (cu ft) © 2001-2007 Schinner Engineering Corporation Page 31 of33 Totals For Hazard Class Hazard Class: Water reactive, Class 2 Condition State Stora e Use • Closed Use ~ 0 en AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.0ll (lb) AbbottCar!sbad Phenylmethanesulfonyl fluoride storage Solid 0.0ll (lb) AbbottCarlsbad Polyphosphoric Acid storage Solid 2.205 (lb) AbbottCarlsbad Perchloric Acid storage Liquid 0.132 (gal) Aerosol (lb) Liquid (gal) 0.132 (gal) Solid (lb) 2.227 (lb) Gas (cu ft) © 2001-2007 Schinner Engineering Corporation Page32 of33 Totals For Hazard Class Hazard Class: Water reactive, Class 3 ID Number Product Name · ~~~~ '1 AbbottCarlsbad Sodium methoxide solution AbbottCarlsbad Piperonyloyl chloride AbbottCarlsbad Sodium Tert-butoxide AbbottCarlsbad Sodium Tert-butoxide AbbottCarlsbad sodiumpantoxidetert © 2001-2007 Schirmer Engineering Corporation Storage Location State 1 storage storage storage storage storage Liquid Solid Solid Solid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) Storage 0.026 (gal) 0.022 (lb) 0.220 (lb) 0.220 (lb) 0.022 (gal) 0.048 (gal) 0.463 (lb) Condition Use-Closeµ Use-Open Page 33 of33 I I I I I I I I I I I I I I I I I .. @©/}={]0@/JMJ{E{f[J . @IAf!J@D!JWJ&IE !JJJO OWJ(!JJ an Aon_Global compa_ny _ 11770 Bernardo Plaza Court, ·Suite 116 San Diego, CA 92128 Phone (858) 673-5845 Fax (858) 673-.5849 Fir~ Protection O Code C~>n!?UUi!lg · C! Ris!<Assessn,ent Cl ProGess Safety CJ $ec1,1fity Consulting FIRE PROTECTION/LIFE SAFETY REPORT ABBOTT LABORATORIES FARADAY AVENUE CARLSBAD, CALIFORNIA Prepared For: Mr. Jerry Schacht Senior Project Manager Global Engineering Services Abbott Laboratories Abbott Park, Illinois 60064 SEC Project No.: 2009074-000 August10,2009 (Revised August 18, 2009) 2009© Schirmer Engineering Corporation This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for this use and occupancy of the project, not for the purpose of construction of any other projects. Schirmer Enginel:)ring Corporation www.~chjrtner~ng.c(>ni u I I I I I I I I I I I I I I I I I I I Abbott Laboratories Carlsbad, California TABLE OF CONTENTS August18,2009 SEC Project No.: 2009074-000 INTRODUCTION .......................................................................................................................... 1 APPLICABLE CODES .................................................................................................................. 1 USE AND OCCUPANCY .............................................................................................................. 1 HAZARDOUS MATERIALS STORAGE AND USE REQUIREMENTS ......................................... 2 FIRE SUPPRESSION SYSTEM REQUIREMENTS ..................................................................... 5 CONCLUSION .............................................................................................................................. 5 APPENDICES APPENDIX A -SITE PLAN APPENDIX B -HAZARDOUS MATERIALS INVENTORY I I I I I I I I I I I I I I I 1· I I I Abbott Laboratories Carlsbad, California INTRODUCTION 1 August 18, 2009 SEC Project No.: 2009074-000 Abbott Laboratories is proposing to conduct tenant improvements on a new Ibis facility in Carlsbad. The purpose of this fire protection and life safety report is to first establish the basis for use and occupancy, which is primarily a function of the hazardous materials inventory. Subsequent objectives include the identification of requirements for materials storage, handling and use as well as requirements for automatic sprinkler protection. APPLICABLE CODES The following codes, standards, and other references were used in preparing this report: • California Building Code (CBC)-2007 Edition • California Electrical Code (CEC)-2007 Edition • California Fire Code (CFC)-2007 Edition • California Mechanical Code (CMC) -2007 Edition • • • • Fluer, Larry. Hazardous Materials Classification Guide. Whittier, CA: International Fire Code Institute, 1993. Lewis Sr., Richard J. SAX'S Dangerous Properties of Industrial Materials, 9th Edition. New York, NY: Van Nostrand Reinhold, 1996. National Fire Protection Association Standard 13 (NFPA 13), "Standard For the Installation of Sprinkler Systems," 2002 Edition. National Fire Protection Association Standard 30 (NFPA 30), "Flammable and Combustible Liquids Code," 2003 Edition. USE AND OCCUPANCY The use of a building or structure, or portion thereof, that involves the manufacturing, processing, generation or storage of materials constituting a physical or health hazard are classified based upon the quantity limits established by the California Building and Fire Codes. According to CBC Section 307.1, buildings and structures that contain not more than the maximum allowable quantities per control area of hazardous materials shown in CBC Tables 307 .1 ( 1) and 307 .1 (2) are exempted from classification as High-hazard Group H occupancies, provided such buildings are maintained in accordance with the CFC. Rather, the occupancy is to be classified based upon the use that is most nearly resembled. The new Ibis facility in Carlsbad includes administrative offices, research and development laboratories, pilot manufacturing and related support functions. Ibis operations at the new facility involve the research, development and manufacture of biosensor systems used for rapid detection and characterization of infectious agents. Ibis pathogen identification technologies have applications in clinical and non-clinical diagnostics, biodefense, microbial forensics, epidemiologic surveillance and pandemic disease monitoring. I I I I I I I I I I I I I I I I I I I Abbott Laboratories Carlsbad, California 2 August 18, 2009 SEC Project No.: 2009074-000 All incoming materials to the facility are received in the Shipping/Receiving Area (Room 1126). All material is checked-in to inventory here, and is then redirected as follows: controlled chemical precursors are stored in a secure, locked flammable storage cabinet; Other chemical inventory items, including hazardous materials, are either delivered directly to the secure Hazardous Material Storage Room (Room 1128), where the hazardous material is stored in approved flammable storage cabinets, or, they are delivered directly to the lab users, where they are then stored in approved flammable storage cabinets. The laboratories predominantly using hazardous materials are rooms 1140, 1160, 1142, 1163A, 1164, and 1002. Hazardous materials are removed from flammable storage cabinets, dispensed for use within a vented fume hood or other vented enclosure, and then returned to the flammable storage cabinets when finished. Presently, the single, most highly utilized hazardous material in the facility is methanol. Methanol is typically delivered to the facility in 4L bottles, stored in approved flammable cabinets, and then used (open system) as a reagent in a diagnostic instrument. The hazardous waste material that is generated in the laboratories is collected in approved waste containers that are stored within a vented, walk-in fume hood in the Hazardous Material Storage Room (Room 1128). When full, these containers are sealed, and exit the Facility via the Shipping/Receiving area, and are hauled away from the site for disposal. Planned tenant improvements under the current submittal package include approximately 45,500 square feet of space used as office, storage or research and manufacturing applications. The corresponding occupancy classifications include Business Group B, Storage Group S-1 (moderate-hazard) and Factory Group F-1 (moderate-hazard). The entire facility will constitute a single control area. HAZARDOUS MATERIALS STORAGE AND USE REQUIREMENTS Several hazard classes are represented among the various materials in the inventory list; however, all material amounts are below the maximum allowable quantity per control area limits provided in CFC Table 2703.1.1 ( 1) through 2703.1.1 (2). Therefore, the storage, use, and handling of these materials will be in accordance with CFC Sections 2701 and 2703. The following requirements from these sections have been highlighted by Schirmer Engineering to draw the attention of the design team: A. Hazardous Materials Management Plan 1. The HMMP, which must comply with Health and Safety Code, Chapter 6.95, Sections 25500 through 25545, and Title 19, Division 2, Chapter 3, must include a facility site plan designating the following: a. Storage and use areas b. Maximum amount of each material stored or used in each area C. Range of container sizes d. Locations of any emergency isolation and mitigation valves and devices e. Product conveying piping containing liquids or gases, other than utility- owned fuel gas lines and low-pressure fuel gas lines. I I I I I I I I I I I I I I I I I I I Abbott Laboratories Carlsbad, California 3 August 18, 2009 SEC Project No.: 2009074-000 B. C. D. E. f. On and off positions of valves for valves that are of the self-indicating type g. Storage plan showing the intended storage arrangement, including the location and dimensions of aisles h. The location and type of emergency equipment. The plans must be legible and drawn approximately to scale. Separate distribution systems are allowed to be shown on separate pages. Hazardous Materials Inventory Statement (see Appendix B) 1. The HMIS, which must comply with Health and Safety Code, Chapter 6.95, Sections 25500 through 25545, and Title 19, Division 2, Chapter 4, must include the following information: a. b. C. d. Manufacturer's name Chemical name, trade names, hazardous ingredients Hazard classification MSDS or equivalent e. United Nations, North America or Chemical Abstract Service identification number f. Maximum quantity stored or used on-site at one time g. Storage conditions Systems, Equipment and Processes 1. Systems, equipment and processes utilized for storage, dispensing, use or handling of hazardous materials must be in accordance with CFC Section 2703.2, which contains specific requirements for the following: a. b. C. d. The design and construction of containers, cylinders and tanks Piping, tubing, valves and fittings Equipment, machinery and alarms Installation of tanks e. Empty containers and tanks f. Maintenance g. Liquid-level limit control h. Seismic protection i. Testing Release of Hazardous Materials 1. Hazardous materials in any quantity must not be released into a sewer, storm drain, ditch, drainage canal, creek, stream, river, lake, or tidal waterway or on the ground, sidewalk, street, highway, or into the atmosphere. Material Safety Data Sheets 1. Material Safety Data Sheets must be readily available on the premises. When a hazardous substance is developed, available information must be documented. I I I I I I I I I I I I I I I I I I I Abbott Laboratories Carlsbad, California 4 August18,2009 SEC Project No.: 2009074-000 F. Hazard Identification Signs G. H. 1. Visible hazard identification signs as specified in NFPA 704 for the specific material contained must be placed on stationary containers and above-ground tanks and at entrances to locations where hazardous materials are stored, dispensed, used, or handled in quantities requiring a permit and at specific entrances and locations designated by the fire code official. Construction Requirements 1. General Safety Precautions a. General safety precautions as outlined in CFC Section 2703.9 must be followed. For the purposes of this summary, the requirement for separation of incompatible materials is highlighted. This provision stipulates that incompatible materials must be separated when the stored materials are in containers having a capacity of more than 5 pounds or 0.5 gallons. Separation is to be accomplished by: i. Segregating incompatible materials in storage by a distance of not less than 20 feet. ii. Isolating incompatible materials in storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. iii. Storing liquid and solid materials in hazardous material storage cabinets. iv. Storing compressed gases in gas cabinets or exhausted enclosures in accordance with CFC Sections 2703.8.5 and 2703.8.6. Materials that are incompatible must not be stored within the same cabinet or exhausted enclosure. v. Shelving must be of substantial construction and must be braced and anchored in accordance with the seismic design requirements of the CBC for the seismic zone in which the material is located. Shelving must be treated, coated, or constructed of materials that are compatible with the hazardous materials stored. Shelves must be provided with a lip or guard when used for individual container storage. Use, Dispensing and Mixing of Flammable Liquids 1. 2. Bonding of vessels will be in accordance with CFC Section 3405.3.2. Cleaning with flammable and combustible liquids must be in accordance with CFC Section 3405.3.6. a. Continuous mechanical ventilation will be provided at a rate of not less than 1 cubic foot per minute per square foot of floor area over the design area. Provisions must be made for the introduction of makeup air in such a manner to include all floor areas or pits where the vapors can collect. Local or spot ventilation must be provided when needed to prevent the accumulation of hazardous vapors. I I I I I I I I . I I I I I I I I I I I Abbott Laboratories Carlsbad, California 5 August 18, 2009 SEC Project No.: 2009074-000 FIRE SUPPRESSION SYSTEM REQUIREMENTS A. Existing wet-pipe, hydraulically calculated automatic sprinkler systems are provided throughout the building. B. C. D. E. F. Modifications to the existing automatic sprinkler systems will comply with NFPA 13 and the requirements of FM Global. All required equipment and system components will be listed and approved for fire protection. Sprinkler spacing will match those used throughout the building. A maximum area of 130 sq. ft. will be used for all Ordinary Hazard areas and 225 sq. ft. for all Light Hazard areas. The existing overhead system will be modified, if applicable, such that sprinklers are provided both above and below the proposed suspended ceiling. Sprinkler types will match those used throughout the building but will have minimum requirements to be quick response, standard coverage, standard temperature, and rated with a minimum K-factor of 5.6 . Fire Extinguishers: 1. 2. Located in accordance with UFC Standard 10-1 with a maximum travel distance of 75 feet. Multi-purpose, dry chemical fire extinguishers with a minimum rating of 2-A:20-B:C will be provided (UFC Standard 10-1, Sections 3-2.1 and 3-3.1 ). CONCLUSION The approach to mitigate fire hazards associated with the storage, use and handling of hazardous materials at the proposed facility has been detailed. In an effort to thoroughly address project specific hazards, provisions from appropriate NFPA standards have been invoked. The result is an approach that significantly exceeds the requirements of the State of California and the City of Carlsbad. Prepared by: Reviewed by: SCHIRMER ENGINEERING CORPORATION SCHIRMER ENGINEERING CORPORATION J athan Perricone, P.E. AaronBeci<e,P. E. ' A sociate Consultant / Engineer Associate Consultant / Engineer JP:tpw:jp S:\SNDGO\PROJECTS\2009 Projects\200907 4 Abbott Labs\Reports\rpjp.201.FPLS Report 8.10.09 (Revised 8.18.09).doc I I I I I I I I I I APPENDIX A I SITE PLAN I I I I I I I I I I I I I I I I I I APPENDIX B I HAZARDOUS MATERIALS INVENTORY I I I I I I I I ----- CAR s 11.596 lb Not Regulated CAR L 2.562 gal Not Regulated CL2 L 0.154 gal 240 gal CL3A L 1.446 gal 660 gal CL3B L 1.198 gal Not Limited COR L 4.174 gal 1000 gal COR s 30.447 lb 100001b FGL L 0.176 gal 60 gal FLIA L '0.066 gal 60 gal FLJB L 46.780 gal 240 gal FLJC L 0.501 gal 240 gal FS s 8.384 lb 2501b HT L 0.638 gal 2 gal HT s 0.518 lb 201b IRR L 52.775 gal Not Regulated IRR s 185.755 lb Not Regulated NON L 7.249 gal Not Regulated NON s 79.934 lb Not Regulated OHH L 2.990 gal Not Regulated OHH s 15.498 Ib Not Regulated OXI s 2.888 lb Not Limited OXI L 0.264 gal Not Limited OX2 L 0.132 gal 5001b OX2 s 1.102 lb 5001b OX3 L 0. 132 gal 20 gal SEN L 0.785 gal Not Regulated SEN s 1.369 lb Not Regulated TOX L 1.957 gal 10001b TOX s 28.339 lb 1000 lb URI L 0.475 gal Not Limited URI s 0.4401b Not Limited UR2 s 11.022 !b 1()0 I~ UR3 L 0.264 gal I gal UR3 s 0.220 lb !Olb WR! L 0.320 gal Not Limited © 2001-2006 Schirmer Engineering Corporation -- Table 307.1(1), Footnoted Table 307.1(1), Footnoted Table 307.1(1), Fooh1ote f Table 307.1(2), Footnote e Table 307.1(2), Footnote e Table 307.1(1), Footnoted Table307.l(l), Footnoted Table 307.1(1), Footnoted Table 307.1(1), Footnoted Table 307.1(1), Footnoted Table 307.1(2),.Foohiote e Table 307.1(2), Fooh1ote e Not Applicable Not Applicable Table 307.1(1), Footnote f Table 307.l(l). Footnote I Table 307.1(1), Footnoted Table307.l(l), Footnoted Table 307.1(1), Footnoted Table 307.1(2), Footnote e Table 307.1(2), Footnote e Table 307.1(1) Table 307.1(1) Table 307.1(1), Footnoted Table 307.1(1), Footnoted Table 307.1(1), Footnoted Table307.l(I) -----Hazardous Materials Summary Abbott Carlsbad, Ca - 0.039 gal 5.986 gal 31.704 gal 39.210 gal 5.556 gal 0.145 gal ------04-Aug-09 11.596 lb 2.562 gal· 0.154 gal 1.446 gal Not Limited Table307.1(1), Footnote f 1.237 gal 4.174 gal 30.447 lb 0.176 gal 0.066 gal 60 gal Table 307.1 (I), Footnoted 52.766 gal 60 gal Table 307. I ( I ), Footnote d 32.205 gal 8.384 lb 0.638 gal 0.518 lb Not Regulated 91.985 gal 185.755 lb Not Regulated Not Applicable 12.805 gal 79.934 lb Not Regulated 3.135 gal 15.498 lb 2.888 lb 0.264 gal 0.132 gal 1.102 lb 0.132 gal 0.785 gal I .369 lb 1.957 gal 28.339 lb 0.475 gal 0.440 lb 11.022 lb 0.264 gal 0.220 lb 0.320 gal Page I of 2 -------------------WRJ s 10.141 !b Not Limited Table 307.1( I) 10.141 !b WR2 L 0.132 gal !0gal Table 307.1(1), Footnoted 0.132 gal WR2 s 2.226 lb 100 lb Taqle 307.1(1), Footnoted 2.226 lb WR3 s 0.462 lb 10 lb Table 307.1(1), Footnoted 0.462 lb WR3 L 0.Q48gal I gal Table 307.1(1), Footnoted 0.048 gal © 2001-2006 Schirmer Engineering Corporation Page 2 of 2 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Carcinogen -~-;'~)~foraQe:'-,;? .\ :::: ::'. :: __ :::::_ ··tcri'oditi.on·-;?:: . . -:. : .:.~- ., · l:ocat.icm· ·--~_tate .. -,,_,$tora e:L :\Ose·-:.Clos~d';: c U_se;_:·,Open··-;, AbbottCarlsbad 0.5 Edta storage Solid I 1.023 (lb) AbbottCarlsbad Bis-Boc-3,5-Diaminobenzoic acid storage Solid 0.022 (lb) AbbottCarlsbad N,n-dimethylfonnamide storage Liquid 0.066 (gal) AbbottCarlsbad Sodium dichromate dih drate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad sodiumarsenatedibasic:he tahydrate storage Solid 0.II0(lb) AbbottCarlsbad Fonnaldehyde storage Li uid 0.132 (gal) AbbottCarlsbad Formaldehyde solution storage Liquid 0.132 (gal) AbbottCarlsbad Chloroform storage Liquid 1.057 (gal) AbbottCarlsbad CHLOROFORM:ISOAMYL ALCOHOL 24:1 storage Liquid 0.119 (gal) AbbottCarlsbad Dichloromethane storage Liquid 1.057 (gal) Aerosol (lb) Liquid (gal) 2.563 (gal) Solid (lb) 11.596 (lb) Gas (cu ft) -----------© 2001-2007 Schirmer Engineering Corporation Page I of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Combustible liquid, Class II . .--·10 -.... -.: .. ,. -. _"·., . : :-·._ ,:~ ::·' ·-·. [~:_:~umbi~::_·' '.:. · .. ::.:'.> ~> .. ;:P~oduc~M~~ei _ AbbottCarlsbad Formic Acid AbbottCarlsbad tetrafluorobenzenethiol2356 © 2001-2007 Schinner Engineering Corporation . ; . ·storag·e ·.'-(': ., -· · . ' . · . -~C.onciftion_, .,"·->Loc~tiorl';, 'Stat~ .i !:·''Stora e· ,··': Ose_,;c:~losecl', ··u.se~\Opert< storage storage Liquid Li uid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.132 (gal) 0.022 (gal) 0.154 (gal) ·--------~--~----Page 2 of 33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Combustible liquid, Class Ill-A c:~~:~:;;.·.!t':i · .....• ;···}·:z~~~~!:1·~~~·i';<~~,:~. ·1:~::~'!.~C: fi~-ci~:~·.'. ·1.~•J1tl11ll]IW'A1 ... ~...__....Jllll(ll-~1A;:f:• AbbottCarlsbad 2-mercaptoethanol AbbottCarlsbad Ethyl isonipecotate AbbottCarlsbad ethylchlorooxoacetate98 AbbottCarlsbad Formic Acid AbbottCarlsbad [soamyl Alcohol AbbottCarlsbad N,n-dimethylformamide AbbottCarlsbad pyrenecarboxaldehydel AbbottCarlsbad Aniline AbbottCarlsbad Benzyl Alcohol AbbottCarlsbad b-Phenylethylamine AbbottCarlsbad Cumylamine AbbottCarlsbad Formaldehyde AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Nitro benzene AbbottCarlsbad Acetic Anhydride storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.110 (gal} 0.022 (gal) 0.264 (gal) 0.132 (gal) 0.264 (gal) 0.066 (gal) 0.013 (gal) 0.005 (gal) 0.026 (gal) 0.013 (gal) 0.001 {gal) 0.132 {gal) 0.132 {gal) 0.132 (gal) 0.132 {gal) 1.447 {gal) ---------~---·---------------------·---·-----------·---© 200 l-2007 Schirmer Engineering Corporation Page 3 of 33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Combustible liquid, Class 111-8 AbbottCarlsbad Decyl Alcohol storage Liquid AbbottCarlsbad Glycerol storage Liquid AbbottCarlsbad Dibutyl Phthalate storage Liquid AbbottCarlsbad Dimethylsulfoxide (DMSO) storage Liquid AbbottCarlsbad DITHIOTHREITOL storage Liquid AbbottCarlsbad ethanolamine storage Liauid AbbottCarlsbad Formamide storage Liquid AbbottCarlsbad IMIDAZOLE storage Liquid AbbottCarlsbad nonidetp40 storage Liquid AbbottCarlsbad NP-40 storage Liquid AbbottCarlsbad Octanoic acid 99.5+ % storage Liquid AbbottCarlsbad Polysorbate 80 storage Liquid AbbottCarlsbad triethanolamine storage Liquid AbbottCarlsbad TWEEN®20 open Liauid AbbottCarlsbad TWEEN®20 open Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) --·--·--------····--------------© 2001-2007 Schinner Engineering Corporation 0.110 (gal) 0.110 (gal) 0.132 (gal) 0.264 (gal) 0.066 (gal) 0.026 (gal) 0.132 (gal) 0.132 (gal) 0.013 (gal) 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.132 (gal) 0.026 (gal) 0.013 (gal) 1.198 (gal) 0.040 (gal) Page4 of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Corrosive [iJIJ :., ·' '.2 '.frJ.r~t<· 1;:;' • Y ·'? • ::~~s;;;::;$ .. \!>;r:i~i~; \1~t~;~1':t.J.,u .. :.;p;/: e11r1.1 :.r-M11. .. •11111ae]II'-' ... AbbottCarlsbad Sodium hydroxide I .ON storage Liquid 0.001 (gal) AbbottCarlsbad Sodium Hydroxide, IN Volumetric Solution storage Liquid 0.264 (gal) AbbottCarlsbad Sulfuric Acid storage Liquid 0.033 (gal) AbbottCarlsbad 1-methylimidazole storage Solid 0.220 (lb) AbbottCarlsbad 8-Hydroxyquinoline storage Solid 0.055 (lb) AbbottCarlsbad Acetic Anhydride storage Solid 0.055 (lb) AbbottCarlsbad Acetoxyacetic acid storage Solid 0.011 (lb) AbbottCarlsbad Bhoc-G-Acetic Acid storage Solid 0.011 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.220 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.055 (lb) AbbottCarlsbad Dial!ylamine storage Liquid 0.001 (gal) AbbottCarlsbad Butyl Chloroformate storage Solid 0.220 (lb) AbbottCarlsbad Diethylamine storage Liquid 0.026 (gal) AbbottCarlsbad Cyclopropanecarboxaldehyde storage Solid 0.011 (lb) AbbottCarlsbad Dansyl chloride storage Solid 0.011 (lb) AbbottCarlsbad Dansyl chloride storage Solid 0.002 (lb) AbbottCarlsbad dichlorophthalicanhydride36 storage Solid 0.022 (lb) AbbottCarlsbad Ethyl isonipecotate storage Liquid 0.022 (gal) AbbottCarlsbad Ferric Chloride storage Solid 0.220 (lb) AbbottCarlsbad Formic Acid storage Liquid 0.132 (gal) AbbottCarlsbad Hydroxylamine-O-sulfonic acid storage Solid 0.055 (lb) AbbottCar!sbad hvoophosphorousacid storage Solid 0.110 (lb) AbbottCarlsbad PHENOL:CHLOROFORM: ISOAMYL ALCOH storage Liquid 0.026 (gal) AbbottCarlsbad Piperidine storage Liquid 0.053 (gal) AbbottCarlsbad Soluene-350 storage Liquid 0.026 (gal) AbbottCarlsbad Cyclohexvlamine storage Liquid 0.026 (gal) AbbottCarlsbad methylalphamannopyranoside-d storage Solid 0.220 (lb) AbbottCarlsbad N-Methyl-1,3-propanediamine storage Solid 0.055 (lb) AbbottCarlsbad Phenol storage Solid 0.220 (lb) AbbottCarlsbad Phenoxyacetic Acid storage Solid 0.220 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad Piperidine storage Liquid 1.000 (kg) AbbottCarlsbad Piperonyloyl chloride storage Solid 0.022 (lb) AbbottCarlsbad Formic Acid storage Liquid 0.132 (gal) AbbottCarlsbad Polyphosphoric Acid storage Solid 2.205 (lb) AbbottCarlsbad Potassium Carbonate storage Solid 8.818 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid I. I 02 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 2.205 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium permanganate storage Solid 1.102 (lb) AbbottCarlsbad p-Toluenesulfonic Acid monohydrate storage Solid I.I 02 {lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium hydroxide pellets storage Solid 4.409 (lb) AbbottCarlsbad Sodium Nitrate storage Solid I.I 02 (lb) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad s odiumpantoxidetert storage Liquid 0.022 (gal) ----------------------© 2001-2007 Schinner Engineering Corporation Page 5 of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Corrosive ;~:~~~~:::-~::: .:::!:~iiEiilll:1ii1:n>\~r..· ~..:~~'., .• ,,~~:c~::;,.;ii;;:~~-;I AbbottCarlsbad Stains-AU storage Solid 0.011 (lb) AbbottCarlsbad Cumylamine storage Liquid 0.001 (gal) AbbottCarlsbad Sulfoacetic Acid storage Solid 0.01 I (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.220 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.055 (lb) AbbottCarlsbad Formaldehyde storage Liquid 0.132 (gal) AbbottCarlsbad toluenesulfonicacidreagent-p storage Solid I.I 02 (lb) AbbottCarlsbad Trichloroacetic Acid storage Solid 1.102 (lb) AbbottCarlsbad Formaldehyde solution storage Liquid 0.132 (gal) AbbottCarlsbad Zinc Chloride storage Solid 0.551 (lb) AbbottCarlsbad Zinc Chloride storage Solid 0.220 (lb) AbbottCarlsbad hydroxynicotinicacid-2 storage Liquid 0.132 (gal) AbbottCarlsbad ethanol amine storage Liquid 0.026 (gal) AbbottCarlsbad iminodi acetic acid insolubilized on sepharose-6b storage Liquid 0.003 (gal) AbbottCarlsbad Ammonia Solution, Strong, AX 1196 storage Liquid 0.132 (gal) AbbottCarlsbad Dichloromethane storage Liquid 1.057 (gal) AbbottCarlsbad Hydrochloric Acid storage Liquid 0.132 (gal) AbbottCarlsbad Hydrochloric Acid storage Liquid 0.264 (gal) AbbottCarlsbad Hydrogen Peroxide storage Liquid 0.264 (gal) AbbottCarlsbad Nitric Acid storage Liquid 0.132 (gal) Aerosol (lb) Liquid (gal) 3.175 (gal) 1.000 (kg) Solid (lb) 30.448 (lb) Gas (cu ft) © 2001-2007 Schi11ner Engineering Corporation Page 6 of33 I I I I I I I· I I I I I I I I I I I I · -rotals For Hazard· Class Hazard Class: Flammable gas, liquified AbbottCarlsbad propane fuel AbbottCarlsbad propane fuel ----------------·····--··· ······-········-·-© 2001-2007 Schinner Engineering Corporation Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.088 (gal) 0.088 (gal) 0.176 (gal) ----· .. ·-·-----~---·-------~-·---------~--------~· . Page 7 of33 I I I I I I I I I 1· I I I I I I I I Totals For Hazard Class Hazard Class: Flammable liquid, Class 1A Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.066 (gal) 0.066 (gal) --------------------·---.. ---· ·-···------------·--····-·-------------·--· . © 2001-2007 Sch inner Engineering Corporation Page 8 of33 I 1· I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Flammable liquid, Class 18 AbbottCarlsbad 2-Propanol, 99.9% storage Liquid AbbottCarlsbad Acetone storage Liquid AbbottCarlsbad Acetonitrile storage Liquid AbbottCarlsbad amylalcohol-tert-99% storage Liquid AbbottCarlsbad Diallylamine storage Liquid AbbottCarlsbad Diethylamine storage Liquid AbbottCarlsbad Ethyl Acetate storage Liquid AbbottCarlsbad Ethyl Alcohol USP 200 proof storage Liquid AbbottCarlsbad Ethyl Alcohol USP 200 proof open Liquid AbbottCarlsbad Ethyl Alcohol, USP 200 storage Liquid AbbottCarlsbad Ethyl Alcohol, USP 200 open Liquid AbbottCarlsbad Ethyl chloroformate storage Liquid AbbottCarlsbad Isopropyl Alcohol storage Liquid AbbottCarlsbad Isopropvl alcohol, 70% storage Liquid AbbottCarlsbad Methanol storage Liquid AbbottCarlsbad Methanol open Liquid AbbottCarlsbad PHENOL:CHLOROFORM: ISOAMYL ALCOH storage Liquid AbbottCarlsbad Piperidine storage Liquid AbbottCarlsbad Soluene-350 storage Liquid AbbottCarlsbad Piperidine storage Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) ·-· ---,~,.,-~.------~----------·-·-----·-----© 2001-2007 Schinner Engineering Corporation 0.066 (gal) 1.057 (gal) 0.066 (gal) 0.066 (gal) 0.001 (gal) 0.026 (gal) 1.057 (gal) 3.614 (gal) 0.402 (gal) 2.71 I (gal) 0.301 (gal) 0.022 (gal) l 0.568 (gal) 5.284 (gal) 21.136 (gal) 5.284 (gal) 0.026 (gal) 0.053 (gal) 0.026 (gal) 1.000 (kg) 45. 780 (gal) 5.987 (gal) 1.000 (kg) Page 9 of33 I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Flammable liquids, Class 1 C AbbottCarlsbad Cyclohexylamine AbbottCarlsbad Nitromethane AbbottCarlsbad Nitromethane AbbottCarlsbad Waste 50% water I 50% methanol) Liquid Li uid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.026 (gal) 0.21 I (gal) 0.264 (gal) 31.704 (gal) 0.502 (gal) 31.704 (gal) ··--·--·--·----... ----~-----~--------·--·~~-----·----·-----~-------© 2001-2007 Schinner Engineering Corporation Page IO of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Flammable Solid --.... :'.:.;~•~ii;,fil.:,H:;. · .. / ,: '$tq_rage'.\ ,vj,'_" '.{' '·_-:,:; .. , :J ;, \, ::,:,j::'t>ljdition:\;.~;. . . .. ';,t· ','. :J . ·: '~OC;;ttiJ?l'(l '$(~~~:':: /', :sfoi:agEi;:; :.· :-lise: i-:Ciosed· T: ··l!sei~· Oi:i.eh :'?I AbbottCarlsbad Acetic Anhydride storage AbbottCarlsbad beta-D-Glucosamine pentaacetate storage AbbottCarlsbad Bhoc-G-Acetic Acid storage AbbottCarlsbad Butyl Chloroformate storage AbbottCarlsbad ches storage AbbottCarlsbad Cyclopropanecarboxaldehyde storage AbbottCarlsbad Dansyl chloride storage AbbottCarlsbad Dansyl chloride storage AbbottCarlsbad dcproteinassayreagents storage AbbottCarlsbad dichlorophthalicanhydride36 storage AbbottCarlsbad epps storage AbbottCarlsbad Ethyl 2-amino-4-(trifluoromethyl)pyrimidine-5-car storage AbbottCarlsbad Ethyl 2-aminobenzothiazole-6-carboxylate storage AbbottCarlsbad Fluorene-1-carboxylic acid storage AbbottCarlsbad Fluorene-1-carboxylic acid storage AbbottCarlsbad folinicacidcalciumsalt storage AbbottCarlsbad Furfurylamine, 99+ % storage AbbottCarlsbad mannitol-d storage AbbottCarlsbad N-Methyl-1,3-propanediamine storage AbbottCarlsbad N-t-BOC-(S)-3-Hydroxy-pyrrolidine storage AbbottCarlsbad Phenol storage AbbottCarlsbad Poly(vinyl Alcohol)hydrolyzed storage AbbottCarlsbad Polyethylene Glycol storage AbbottCarlsbad Promazine hydrochloride storage AbbottCarlsbad p-Toluenesulfonic Acid monohydrate storage AbbottCarlsbad rhodamine-110 storage AbbottCarlsbad Sodium Tert-butoxide storage AbbottCarlsbad Sodium Tert-butoxide storage AbbottCarlsbad Stains-All storage AbbottCarlsbad Sulfur storage AbbottCarlsbad tetraglycol storage AbbottCarlsbad trizmaphosphate storage AbbottCarlsbad Xylene Cyanole FF storage Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) ------·~---~ © 2001-2007 Schinner Engineering Corporation 0.055 (lb) 0.0 l l (lb) 0.011 (lb) 0.220 (lb} 0.220 (lb) 0.011 (lb) 0.01 l (lb) 0.002 (lb) 0.551 (lb) 0.022 (lb) 0.220 (lb) 0.01 I (lb) 0.011 (lb) 0.002 (lb) 0.002 (lb) 0.000 (lb) 0.220 (lb) 0.551 (lb) 0.055 (lb) 0.01 I (lb) 0.220 (lb) 0.551 (lb) 2.205 (lb) 0.055 (lb) 1.102 (lb) 0.001 (lb) 0.220 (lb) 0.220 (lb) 0.01 I (lb) 1.102 (lb) 0.220 (lb) 0.220 (lb) 0.055 (lb) 8.385 (lb) Page 11 of33 I I Totals For Hazard Class Hazard Class: Highly toxic I I AbbottCarlsbad sodiummetavanadate AbbottCarlsbad sodiumnitroferricc anidedih drateiii storage Liquid 0.198 (gal) storage Liquid 0.066 (gal) I AbbottCarlsbad 2-mercaptoethanol AbbottCarlsbad dichlorophthalicanhydride36 AbbottCarlsbad folinicacidcalciumsalt storage Liquid 0.110 (gal) storage Solid 0.022 (lb) storage Solid 0.000 (lb) AbbottCarlsbad Promazine hydrochloride storage Solid 0.055 (lb) I AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Formaldehyde storage Solid 0.220 (lb) storage Solid 0.220 (lb) storage Liquid 0.132 (gal) .I AbbottCarlsbad Formaldeh de solution storage Liquid 0.132 (gal) Aerosol (lb) Liquid (gal) 0.639 (gal) I Solid (lb) 0.518 (lb) Gas (cu ft) I I I I I I I I I --------------·-·--------------------------------------© 2001-2007 Sch inner Engineering Corporation Page 12 of33 I I I Totals For Hazard Class Hazard Class: Irritant I I <:¼~~~;,LJ(, ; ":·•:•·••i:4~-~~.~::~,~J~,;~;,~;J :i~~;~~\'::a l :~~,~ • .;~~,·~ lllt'e1•u.:ellr1, ~111111111eu•••••-'1¥£J: ~ AbbottCarlsbad BETAINE storage Liquid 0.066 (gal} AbbottCarlsbad Sodium Chloride Granular open Liquid 0.264 (gal) I AbbottCarlsbad Sodium Phosphate storage Liquid 0.264 (gal) AbbottCarlsbad Sodium Phosphate, dibasic storage Liquid 0.264 (gal) AbbottCarlsbad Tris IM, pH 7.0, Q-100 Treated open Liquid 0.132 (gal) AbbottCarlsbad Tris 1 M, pH 8.0, Q-100 Treated open Liquid 0.132 (gal) I AbbottCarlsbad TRIS BASE open Liquid 0.132 (gal) AbbottCarlsbad TRIS BASE, IM open Liquid 0.132 (gal) AbbottCarlsbad TRISHCL open Liquid 0.132 (gal) AbbottCarlsbad TRISHCL, lM open Liquid 0.132 (gal) I AbbottCarlsbad Tris, l M, pH 8.0 open Liquid 0.132 (gal) AbbottCarlsbad TRIS, IM, PH 7.0 open Liquid 0.132 (gal) AbbottCarlsbad Trypan Blue solution open Liquid 0.026 (gal) I AbbottCarlsbad vanillino storage Liquid 0.026 (gal) AbbottCarlsbad 0.5 Edta storage Solid I 1.023 (lb) AbbottCarlsbad 1-methylimidazole storage Solid 0.220 (lb) AbbottCarlsbad 2-mercaptoethanol storage Liquid 0.110 (gal) I AbbottCarlsbad 5,5, Dithiobis(2-nitrobenzoic Acid) storage Solid 0.022 (lb) AbbottCarlsbad Acetic Anhydride storage Solid 0.055 (lb) AbbottCarlsbad Acetoxyacetic acid storage Solid 0.01 l (lb) I AbbottCarlsbad acetylglucosamine-n-d storage Solid 0.055 (lb) AbbottCarlsbad Acetone storage Liquid 1.057 (gal) AbbottCarlsbad acidblue-40 storage Solid 0.110 (lb) AbbottCarlsbad Ammonium Acetate 20mM storage Solid 4.409 (lb) I AbbottCarlsbad Ammonium Bicarbonate storage Solid 1.102 (lb) AbbottCarlsbad Ammonium Chloride storage Solid 1.102 (lb) AbbottCarlsbad Ammonium Formate storage Solid l.102 (lb) I AbbottCarlsbad Ammonium Molybdate storage Solid 1.102 (lb) AbbottCarlsbad Acetonitrile storage Liquid 0.066 (gal) AbbottCarlsbad Ammonium Molybdate storage Solid 0.220 (lb) AbbottCarlsbad Ammonium Persulfate storage Solid 0.022 (lb) I AbbottCarlsbad ammoniumcarbonate storage Solid l.102 (lb) AbbottCarlsbad ammoniummolybdatetetrahydrate storage Solid 0.220 (lb) AbbottCarlsbad ammoniumphosphate-monobasic storage Solid 2.205 (lb) AbbottCarlsbad anilinebluediammoniumsalt storage Solid 0.055 (lb) I AbbottCarlsbad amylalcohol-tert-99% storage Liquid 0.066 (gal) AbbottCarlsbad betacyclodextrin storage Solid 0.055 (lb) AbbottCarlsbad beta-D-Glucosamine pentaacetate storage Solid 0.01 l (lb) I AbbottCarlsbad Bhoc-G-Acetic Acid storage Solid 0.01 I (lb) AbbottCarlsbad BIS-TRIS storage Solid 0.055 (lb) AbbottCarlsbad Boric Acid storage Solid 0.551 (lb) AbbottCarlsbad bromopyrogallolred storage Solid 0.002 (lb) I AbbottCarlsbad Butyl Chloroformate storage Solid 0.220 (lb) AbbottCarlsbad cacodylicacidsodiumsalt storage Solid 0.220 (lb) AbbottCarlsbad cacodylicacidsodiumsalt storage Solid 0.055 (lb) I AbbottCarlsbad Calcium Carbonate storage Solid 4.409 (lb) AbbottCarlsbad Calcium Chloride storage Solid 4.409 (lb) AbbottCarlsbad camptothecin storage Solid 0.220 (lb) AbbottCarlsbad caprylylisobutyrate storage Solid 0.551 (lb) I AbbottCarlsbad CBM-A(Bhoc) storage Solid 0.220 (lb) ---------------·----------·· ----© 2001-2007 Sch inner Engineering Corporation Page 13 of 33 I I I Totals For Hazard Class Hazard Class: Irritant I -' ', · .. ;i'; < .,.B!li :.,r; ; < '!"',<,,·; ,, :.: ,, · ,:,., ;:Coi,ditiOri.,>,•(:., :. . ',. : :, :. -.: .. · --': 'J ,: _: F'tbdµc~}Nam:e1>: . c·_;, .• -/ :' ;i~µqci\i'.t/oot: : .. s·t~tc('f~-,.:·storage \·: I trse :.clqsed-'l /Use ,,,J:>pen_:• · I ,.:IG..S!l••.-~a'.11.-.•r~-. . AbbottCarlsba d CBM-C(Bhoc) storage Solid 0.220 (lb) AbbottCarlsba d CBM-G(Bhoc) storage Solid 0.220 (lb) 1-AbbottCarlsba d cefaclor storage Solid 0.000 (lb) AbbottCarlsba d cefaclor storage Solid 0.000 (lb) AbbottCarlsbad cellobiosed storage Solid 0.055 (lb) AbbottCarlsbad cellulosedeae storage Solid l.102 (lb) ,~ AbbottCarlsbad Cesium Carbonate storage Solid 0.110 (lb) AbbottCarlsbad ches storage Solid 0.220 (lb) AbbottCarlsbad Chloroform-d storage Solid 0.220 (lb) AbbottCarlsbad Chloroform-d/0.03% v/v TMS storage Solid 0.220 (lb) I AbbottCarlsbad Ethyl Acetate storage Liquid 1.057 (gal) AbbottCarlsbad chloromethyluracil-6 storage Solid 1.102 (lb) AbbottCarlsbad Chromatographic silica gel storage Solid 0.551 (lb) I AbbottCarlsbad Chromatographic silica gel storage Solid 0.220 (lb) AbbottCarlsbad Citric Acid storage Solid 1.102 (lb) AbbottCarlsj,ad cobalouschlorideanhydrous storage Solid 0.110 (lb) AbbottCarlsbad Cobalt Chloride storage Solid 1.102 (lb) I AbbottCarlsbad coomassiebrilliantblue-g-250 storage Solid 0.022 (lb) AbbottCarlsbad coppersulfateii storage Solid 0.220 (lb) AbbottCarlsbad Ethyl Alcohol USP 200 proof storage Liquid 3.614 (gal) I AbbottCarlsbad cremophorel storage Solid 1.102 (lb) AbbottCarlsbad d( + )galactose storage Solid 0.055 (lb) AbbottCarlsbad D( + )-Glucosamine hydrochloride storage Solid 1.102 (lb) AbbottCarlsbad d(+)glucose storage Solid 2.205 (lb) I AbbottCarlsbad Dansyl chloride storage Solid 0.01 I (lb) AbbottCarlsbad Dansyl chloride storage Solid 0.002 (lb) AbbottCarlsbad Ethyl Alcohol USP 200 proof open Liquid 0.402 (gal) I AbbottCarlsbad D-Glucuronic acid storage Solid 0.022 (lb) AbbottCarlsbad D-Glucuronic acid sodium salt monohydrate storage Solid 0.055 (lb) AbbottCarlsbad diaminocyclohexanen'tetraaceticacid-trans-1-2-n-n storage Solid 0.022 (lb) AbbottCarlsbad diaminodihydroxyanthraquinone-1-8-4-5 storage Solid 0.002 (lb) 1-AbbottCarlsbad dichlorophthalicanhydride36 storage Solid 0.022 (lb) AbbottCarlsbad DL-Fmoc Histidinol storage Solid 0.055 (lb) AbbottCarlsbad Ethyl Alcohol, USP 200 storage Liquid 2.711 (gal) AbbottCarlsbad DL-Isoserine storage Solid 0.001 (lb) I AbbottCarlsbad DL-Serine storage Solid 0.055 (lb) AbbottCarlsbad DL-Serine methyl ester hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad dodecyltrimethylammoniumbromide storage Solid 0.220 (lb) 1· AbbottCarlsbad D-SORBITOL storage Solid 0.551 (lb) AbbottCarlsbad epps storage Solid 0.220 (lb) AbbottCarlsbad ethidiumbromide storage Solid 0.01 I (lb) AbbottCarlsbad Ethyl 2-amino-4-(trifluoromethyl)pyrimidine-5-car storage Solid 0.01 I (lb) I AbbottCarlsbad Ethyl 2-amino-4-methylpyrimidine-5-carboxylate storage Solid 0.002 (lb) AbbottCarlsbad Ethyl Alcohol, USP 200 open Liquid 0.301 (gal) AbbottCarlsbad Ethyl 2-amino-4-methylpyrimidine-5-carboxylate storage Solid 0.002 (lb) I AbbottCarlsbad Ethyl 2-aminobenzothiazole-6-carboxylate storage Solid 0.01 I (lb) AbbottCarlsbad Ethyl 4-dimethylaminobenzoate storage Solid 0.220 (lb) AbbottCarlsbad Ethylene glycol-bis(2-aminoethyl)-N,N,N¢,N¢-tetr storage Solid 0.055 (lb) AbbottCarlsbad ferricsulfate storage Solid 1.102 (lb) I AbbottCarlsbad ferricsulfate storage Solid 0.551 (lb) --------~-----------·-----·-------© 2001-2007 Schinner Engineering Corporation --------·-~--~--. -----------------·----~ ·----· Page 14 of 33 I I I Totals For Hazard Class Hazard Class: Irritant I I ~-,.)jQ••;, )):1~ .: ·,) . :,c·• 'i:,;-·: ,; ---iag\,. 'f );)i,,. 'J', , .. ) , •. 'F \• ... · ': •·coi/d/fioii-' '. °' · · · ,. ,:, ;· .· ·,-~ Num~·~r(, i . ·\/.,,. i >,:f :~ -~i:cic;1~ci1r-i,~e;',; j;': '. .; .• ' ::,' :}:, • -: . .' .: .. ijtiott· .. ; 1. ;~~:t~te;,f :/.1Stii',:age. l '.:·,i:·osi<cf o~_ed'.'!/lJs~ -~!Ope~ ·· •1 •1111••• •-.. ,1t "'..r;M-• 1• 't•tJIII'!,~ AbbottCarlsbad Ficoll® solution storage Solid 1.102 (lb) AbbottCarlsbad Isooropyl Alcohol storage Liquid I 0.568 (gal) I AbbottCarlsbad Fluorene-1-carboxylic acid storage Solid 0.002 (lb) AbbottCarlsbad Fluorene-1-carboxylic acid storage Solid 0.002 (lb) AbbottCarlsbad Fmoc-(3-aminomethyl)-benzoic acid storage Solid 0.011 (lb) AbbottCarlsbad Fmoc-7-Ahp-OH storage Solid 0.002 (lb) I AbbottCarlsbad Fmoc-Dab(Boc)-OH storage Solid 0.0 I I (lb) AbbottCarlsbad Fmoc-Dab(Boc)-OH storage Solid 0.011 (lb) AbbottCarlsbad Fmoc-Dab(Boc)-OH storage Solid 0.011 (lb) AbbottCarlsbad Fmoc-Phe-OH storage Solid 0.220 (lb) I AbbottCarlsbad folinicacidcalciumsalt storage Solid 0.000 (lb) AbbottCarlsbad Isopropyl alcohol, 70% storage Liquid 5.284 (gal) AbbottCarlsbad Furfurylamine, 99+ % storage Solid 0.220 (lb) I· AbbottCarlsbad gallein storage Solid 0.011 (lb) AbbottCarlsbad gammacyclodextrin storage Solid 0.000 (lb) AbbottCarlsbad Gastric Mucin Powder storage Solid 13.228 (lb) AbbottCarlsbad glutamicacidsalt-1-monopotassium storage Solid 0.220 (lb) I AbbottCarlsbad glutamicacidsalt-1-monopotassium storage Solid 0.220 (lb) AbbottCarlsbad Methanol storage Liquid 21.136 (gal) AbbottCarlsbad Glycerol storage Liquid 0.110 (gal) I AbbottCarlsbad glvcerophosphatedisodiumsalt: hydrate storage Solid 0.220 (lb) AbbottCarlsbad guanfacine hydrochloride storage Solid 2.205 (lb) AbbottCarlsbad Guanidine hydrochloride storage Solid 0.055 (lb) AbbottCarlsbad Guanidineacetic acid storage Solid 0.055 (lb) I AbbottCarlsbad Guanine storage Solid 0.220 (lb) AbbottCarlsbad Hepes storage Solid 0.055 (lb) AbbottCarlsbad Methanol open Liquid 5.284 (gal) I AbbottCarlsbad Hepes, sodium salt storage Solid 0.220 (lb) AbbottCarlsbad Hepes, sodium salt storage Solid 0.055 (lb) AbbottCarlsbad Hexadecyltri-Methlammonium Bromide storage Solid 0.220 (lb) AbbottCarlsbad histaminedihydrochloride storage Solid 0.220 (lb) I AbbottCarlsbad Imidazole storage Solid 4.409 (lb) AbbottCarlsbad Imidazole Hydrochloride storage Solid 0.011 (lb) AbbottCarlsbad iminodiaceticacid storage Solid 1.102 (lb) AbbottCarlsbad Imipramine hydrochloride storage Solid 0.011 (lb) I AbbottCarlsbad Indole-5-carboxaldehyde storage Solid 0.011 (lb) AbbottCarlsbad Iron sulfate heptahydrate storage Solid 0.551 (lb) AbbottCarlsbad Iron sulfate heptahydrate storage Solid 0.220 (lb) I AbbottCarlsbad Isonicotinic Acid storage Solid 0.011 (lb) AbbottCarlsbad Isonipecotic acid storage Solid 0.055 (lb) AbbottCarlsbad isopropylidenelyxonolactonel23 l 4 storage Solid 0.007 (lb) AbbottCarlsbad Kanamycin monosulfate from Streptomyces kana storage Solid 0.110 (lb) I AbbottCarlsbad Kanamycin monosulfate from Streptomyces kana storage Solid 0.055 (lb) AbbottCarlsbad Kanamycin monosulfate from Streptomyces kana storage Solid 0.055 (lb) AbbottCarlsbad Lithium Chloride storage Solid 0.220 (lb) I AbbottCarlsbad Lithium Chloride storage Solid 0.220 (lb) AbbottCarlsbad l ysine-dl storage Solid 0.01 I (lb) AbbottCarlsbad Magnesium acetate tetrahydrate storage Solid 0.551 (lb) AbbottCarlsbad Magnesium Chloride storage Solid l.l02 (lb) I AbbottCarlsbad Magnesium Chloride storage Solid 0.276 (lb) ---·---·---------·-···-----© 2001-2007 Schinner Engineering Corporation Page 15 of33 I I I Totals For Hazard Class Hazard Class: Irritant I ,..; :,.'.\Jo:;,:j:.::,::I} ::::;: ... ::~:-;:: ·;._.\··:·:,>~:(;t_,;-·_ c, ... :S.torcrge, · l/.J.:'i<l_· . .-.··,,0/': ·i :··,(, ,·;.di:>.nditiori:1t' · .. ·· .: <· ·: · ,:·.J ,., :?Num.oir.:;: · ~, '; > ,_ -:FirBduct-111:irtie· ;"· :: , · ~,, ·~-: ·:: : , '.··~<>cati~i'! ': .$,fate:· 'I: ·\1:sio:tage: ;_;·lusif ~:cioseif :f:jl_se,~:operi: J ,__ ' ~-.,_ -,. . . ~ . • ... ~ ' • _, . , ·-· , • ' ' '' .-1 -· ~ I ~&m~~-0 l AbbottCarlsba d Malachite Green hydrochloride storage Solid 0.220 (lb) AbbottCarlsba d Malachite Green hydrochloride storage Solid 0.055 (lb) AbbottCarlsba d malachitegreenbase storage Solid 0.110 (lb) I AbbottCarlsba d malachitegreenoxalate storage Solid 0.055 {lb) AbbottCarlsba d malachitegreenoxalate storage Solid 0.055 (lb) AbbottCarlsbad maltose storage Solid 1.102 (lb) I AbbottCarlsbad Manganese(II) chloride storage Solid 0.551 (lb) AbbottCarlsbad Manganese(II) chloride tetrahydrate storage Solid 0.220 (lb) AbbottCarlsbad methionine-! storage Solid (lbs) AbbottCarlsbad methylalphamannopyranoside-d storage Solid 0.220 (lb) I AbbottCarlsbad MGCL2 HEXAHYDRATE storage Solid 1.102 (lb) AbbottCarlsbad Nitromethane storage Liquid 0.211 (gal) AbbottCarlsbad Monobasic Sodium Phosphate storage Solid 1.102 {lb) I AbbottCarlsbad moos storage Solid 0.551 (lb) AbbottCarlsbad mops storage Solid 0.551 (lb) AbbottCarlsbad mops storage Solid 0.220 (lb) AbbottCarlsbad mucintypecrude-ii storage Solid 0.220 (lb) I AbbottCarlsbad mucintvoecrude-ii storage Solid 0.220 (lb) AbbottCarlsbad N-Methyl-1,3-oropanediamine storage Solid 0.055 (lb) AbbottCarlsbad Nomhenyleohrine hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad Nitromethane storage Liquid 0.264 (gal) I AbbottCarlsbad N-Phenyl-N-cyclohexyl-o-ohenylenediamine storage Solid 0.022 (lb) AbbottCarlsbad N-t-BOC-(S)-3-Hydroxy-ovrrolidine storage Solid 0.011 (lb) AbbottCarlsbad Oxalic Acid storage Solid 0.551 (lb) I AbbottCarlsbad Oxolinic acid storage Solid 0.055 (lb) AbbottCarlsbad Oxolinic acid storage Solid 0.055 (lb) AbbottCarlsbad Palladium hydroxide on carbon storage Solid 0.022 (lb) AbbottCarlsbad Palladium on carbon storage Solid 0.110 (lb) I AbbottCarlsbad Waste (50% water I 50% methanol) open Liquid 3 I. 704 (gal) AbbottCarlsbad Palladium(Il) acetate storage Solid 0.002 (lb) AbbottCarlsbad p-Dimethylaminobenzylamine dihydrochloride storage Solid 0.01 I (lb) I AbbottCarlsbad Pentafluorophenol storage Solid 0.022 (lb) AbbottCarlsbad Perphenazine storage Solid 0.002 (lb} AbbottCarlsbad Phenol Red storage Solid 0.01 I (lb) AbbottCarlsbad Phenoxyacetic Acid storage Solid 0.220 (lb) I AbbottCarlsbad ethvlchlorooxoacetate98 storage Liquid 0.264 (gal) AbbottCarlsbad Piperonylamine storage Solid 0.055 (lb) AbbottCarlsbad Pipes storage Solid 0.220 (lb) I AbbottCarlsbad POLY ADENL YC ACID POTASSfUM SALT storage Solid 0.220 (lb) AbbottCarlsbad Polyethylene Glycol storage Solid 2.205 (lb) AbbottCarlsbad polyethylenimine storage Solid 0.220 (lb) AbbottCarlsbad polyoxyethylenelaurylether-23 storage Solid 0.220 (lb) I AbbottCarlsbad potasium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad potasium Nitrate storage Solid 0.220 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) I AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 1.102 (lb) AbbottCarlsbad Potassium chloride storage Solid 2.205 (lb) I AbbottCarlsbad Potassium Iodide storage Solid 0.220 (lb) ----.---------------------------~------·---~---·-·~-------~------------© 2001-2007 Schinner Engineering Corporation Pagel6of33 I I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Irritant AbbottCarlsbad Potassium Phosphate storage Solid AbbottCarlsbad potassiumacetate storage Solid Abbo ttCarlsbad Promazine hydrochloride storage Solid AbbottCarlsbad rhodamine-110 storage Solid AbbottCarlsbad Sephadex® G-25 storage Solid AbbottCarlsbad seohadexdeaeionexchangeresin-a-50 storage Solid AbbottCarlsbad seohadexdeaeionexchangeresin-a-50 storage Solid AbbottCarlsbad seohadexforgelfiltrationmicrons-g-l 5-@-40-120 storage Solid AbbottCarlsbad sephadexr-g-10 storage Solid AbbottCarlsbad pyrenecarboxaldehydel storage Liquid AbbottCarlsbad Sodium Acetate storage Solid AbbottCarlsbad Sodium Bisulfite storage Solid AbbottCarlsbad Sodium Carbonate storage Solid AbbottCarlsbad Sodium Carbonate storage Solid AbbottCarlsbad Sodium Chloride storage Solid AbbottCarlsbad Sodium Chloride Granular storage Solid AbbottCarlsbad Sodium Chloride Granular storage Solid AbbottCarlsbad Aniline storage Liquid AbbottCarlsbad Sodium Chloride Granular storage Solid AbbottCarlsbad Sodium deoxycholate storage Solid AbbottCarlsbad Soqium Dodecyl Sulfate storage Solid AbbottCarlsbad Sodium Metabisulfite storage Solid AbbottCarlsbad Sodium molybdate dihydrate storage Solid AbbottCarlsbad Sodium periodate storage Solid AbbottCarlsbad fitcisomeri storage Liquid AbbottCarlsbad Benzy! Alcohol storage Liquid AbbottCarlsbad Sodium periodate storage Solid AbbottCarlsbad Sodium periodate storage Solid AbbottCarlsbad Sodium Phosphate, dibasic storage Solid AbbottCarlsbad Sodium Phosphate, dibasic storage Solid AbbottCarlsbad Sodium Pyrophosphate storage Solid AbbottCarlsbad Sodium Tert-butoxide storage Solid AbbottCarlsbad b-Phenylethvlamine storage Liquid AbbottCarlsbad Sodium Tert-butoxide storage Solid AbbottCarlsbad sodiumammoniumphosphate storage Solid AbbottCarlsbad sodiumammoniumphosphate storage Solid AbbottCarlsbad sodiumarsenatedibasic:heptahydrate storage Solid AbbottCarlsbad succinic Acid storage Solid AbbottCarlsbad Cumylamine storage Liquid AbbottCarlsbad Sulfur storage Solid AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid AbbottCarlsbad tetrafluorobenzenethiol2356 storage Liquid AbbottCarlsbad tetraglycol storage Solid AbbottCarlsbad theophylline storage Solid AbbottCarlsbad t hiaminehydrochloride storage Solid AbbottCarlsbad t hiaminehydrochloride storage Solid AbbottCarlsbad Formaldehyde storage Liquid AbbottCarlsbad t hiaminehydrochloride storage Solid AbbottCarlsbad t ricine storage Solid -----______ .,_ ______ © 2001-2007 Sch inner Engineering Corporation 2.205 (lb) 1.102 (lb) 0.055 (lb) 0.001 (lb) 0.1 IO (lb) 0.022 (lb) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.013 (gal) 2.205 (lb) 5.511 (lb) 5.511 (lb) 5.511 (lb) 5.511 (lb) 11.023 (lb) I 1.023 (lb) 0.005 (gal) I 1.023 (lb) 0.220 (lb) 0.551 (lb) 1.102 (lb) 0.220 (lb) 0.220 (lb) 0.125 (gal) 0.026 (gal) 0.220 (lb) 0.055 (lb) 1.102 (lb) 2.205 (lb) 0.220 (lb) 0.220 (lb) 0.013 (gal) 0.220 (lb) 0.551 (lb) 0.551 (lb) 0.110 (lb) 0.220 (lb) 0.001 (gal) 1.102 (lb) 0.220 (lb) 0.055 (lb) 0.022 (gal) 0.220 (lb) 0.110 (lb) 0.220 (lb) 0.011 (lb) 0.132 (gal) 0.011 (lb) 0.220 (lb) -----Page 17 of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Irritant :~·::<J~:gi~tt>·:j;:,/:;:·;i:{1:·'.:;itJ;p.(iJici1~i;~t:>·:l:·; .. '.~:·. :) .:·i: i /~~;t~~:~::.)j,~'.iiit~~~:·>\~t:;~~~~· .·:;:.::1,.&~::.ci,!t;~{j~~; .. ~ Jpe~··; .: ~~~~{! ·, AbbottCarlsbad Triethylammonium Acetate AbbottCarlsbad Tris AbbottCarlsbad Trizma® hydrochloride AbbottCarlsbad Trizma® hydrochloride AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Tryptamine AbbottCarlsbad Tryptose Phosphate Broth AbbottCarlsbad tyrosine-I AbbottCarlsbad Urea AbbottCarlsbad Veal infusion broth AbbottCarlsbad Nitrobenzene AbbottCarlsbad Xanthine AbbottCarlsbad Xanthosine dihydrate AbbottCarlsbad Xylene Cyanole FF AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc sulfate heptahydrate AbbottCarlsbad Acetic Anhydride AbbottCarlsbad Dibutyl Phthalate AbbottCarlsbad Dimethylsulfoxide (DMSO) AbbottCarlsbad DITHIOTHREITOL AbbottCarlsbad Formamide AbbottCarlsbad IMIDAZOLE AbbottCarlsbad nonidetp40 AbbottCarlsbad NP-40 AbbottCarlsbad Octanoic acid 99.5+ % AbbottCarlsbad Polysorbate 80 AbbottCarlsbad triethanolamine AbbottCarlsbad ammonium hydroxide-30% AbbottCarlsbad bariumchloride AbbottCarlsbad Chloroform AbbottCarlsbad Petroleum Ether AbbottCarlsbad CHLOROFORM:ISOAMYL ALCOHOL 24:1 AbbottCarlsbad Edta AbbottCarlsbad Edta AbbottCarlsbad EDT A 0.5M, Q-100 Treated AbbottCarlsbad EDTA,0.5M AbbottCarlsbad Petroleum Ether AbbottCarlsbad Heoes Buffer Solution AbbottCarlsbad Hydrochloric Acid AbbottCarlsbad Hydrochloric Acid © 2001-2007 Schinner Engineering Corporation 'l storage storage storage storage storage storage storage storage storage storage stora11:e storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage open open open ooen storage open storage storage Solid Solid Solid Solid Liquid Solid Solid Solid Solid Solid Liquid Solid Solid Solid Solid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liauid Liauid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liauid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.1 IO (lb) I 1.023 (lb) 0.551 (lb) 2.205 (lb) 0.132 (gal) 0.022 (lb) l.102 (lb) 0.220 (lb) 0.220 (lb) 1.102 (lb) 0.132 (gal) 0.055 (lb) 0.011 (lb) 0.055 (lb) 0.551 (lb) 0.220 (lb) 0.220 (lb) 0.132 (gal) 0.132 (gal) 0.264 (gal) 0.066 (gal) 0.132 (gal) 0.132 (gal) 0.013 (gal) 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.132 (gal) 0.132 (gal) 0.132 (gal) 1.057 (gal) 1.057 (gal) 0.119 (gal) l.057 (gal) 0.132 (gal) 0.264 (gal) 52.776 (gal) 185.756 (lb) (lbs) 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.066 (gal) 0.026 (gal) 39.210 (gal) .. ---·--·-·---------Page 18 of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Nonhazardous ;;:,; lb.: ,,;;Ii .. (; ·>!,;,,: ~Ad'°~~:,!:"'' \'J:;· ,', ; ,·: C6ndili0ni)'.i: c, ,,>,J : <l~u,t!Qer_) : .::.: :,; ... ~ ,. · ·:Prg~~~i'~i;IIT!e.;.; -,: ,,: ::·_L9~;1Jio11:"J: ;:$.t?~~· };' -.$tor.age·,.-; )l;.Use:,~ 'C,lose·d J1 ;Use ... ':Qpen~:.,I ,',.,..ou IIOJIII'•, • -~Nlll'!:eJ I If ujlll'•1-z"1111! AbbottCarlsbad WATER DNA/RNA FREE open Liquid 0.264 (gal) AbbottCarlsbad xelectrophoresisbuffer50 storage Liquid 0.013 (gal) AbbottCarlsbad zincsulfatevo lumetricstandard storage Liquid 0.132 (gal) AbbottCarlsbad L-Arginine storage Solid 0.055 (lb) AbbottCarlsbad (+miconazole-) storage Solid 0.002 (lb) AbbottCarlsbad Agarose Electrophoresis Grade storage Solid 0.551 (lb) AbbottCarlsbad agaroselowmelting storage Solid 1.102 (lb) AbbottCarlsbad Albumin from rat serum storage Solid 0.220 (lb) AbbottCarlsbad aminopurinenitratesalt-2 storage Solid 0.001 (lb) AbbottCarlsbad Ammonium Sulfate storage Solid 2.205 (lb) AbbottCarlsbad Ammonium Sulfate storage Solid 2.205 (lb) AbbottCarlsbad arabicgum storage Solid 0.220 (lb) AbbottCarlsbad benzylisothiocyanate storage Solid 1.102 (lb) AbbottCarlsbad Biphenyl-4-carboxylic acid storage Solid 0.011 (lb) AbbottCarlsbad bromophenolblueelectrophoresisouritvreagent storage Solid 0.022 (lb) AbbottCarlsbad chloromethyldimethylisoazole435 storage Solid 0.551 (lb) AbbottCarlsbad chloromethyl triphenylphosphoniumchloride storage Solid 1.102 (lb) AbbottCarlsbad Choline chloride, Minimum 98% storage Solid 1.102 (lb) AbbottCarlsbad D-( + )-Glucose storage Solid 1.102 (lb) AbbottCarlsbad D-( + )-Glucose storage Solid 2.205 (lb) AbbottCarlsbad D-(+)-Trehalose dihvdrate storage Solid 0.220 (lb) AbbottCarlsbad Desiccant storage Solid l.102 (lb) AbbottCarlsbad Dibasic Potassium Phosphate (Kosher) storage Solid LI 02 (lb) AbbottCarlsbad erythromycin storage Solid 0.011 (lb) AbbottCarlsbad Gelatin from cold water fish skin storage Solid 1.102 (lb) AbbottCarlsbad Gelatin from cold water fish skin storage Solid 0.220 (lb) AbbottCarlsbad glucosed storage Solid 2.205 (lb) AbbottCarlsbad glutamine-1 storage Solid 0.055 (lb) AbbottCarlsbad 1glycine storage Solid 1.102 (lb) AbbottCarlsbad glycine storage Solid I 1.023 (lb) AbbottCarlsbad huananucleolarautoab storage Solid 0.055 (lb) AbbottCarlsbad Hydroxymethyl resin storage Solid 0.01 l (lb) AbbottCarlsbad Hydroxymethyl resin storage Solid 0.01 I (lb) AbbottCarlsbad L-Arabinose, 98% storage Solid 0.220 (lb) AbbottCarlsbad L-Arabinose, 98% storage Solid 0.220 (lb) AbbottCarlsbad L-Cysteine storage Solid 0.220 (lb) AbbottCarlsbad L-Cysteine storage Solid 0.220 (lb) AbbottCarlsbad leucine-1 storage Solid 0.220 (lb) AbbottCarlsbad L-proline storage Solid 0.220 (lb) AbbottCarlsbad Lysozyme chicken egg white storage Solid 0.220 (lb) AbbottCarlsbad Magnesium Sulfate storage Solid 1.102 (lb) AbbottCarlsbad magnesiumsulfateheptahydrate storage Solid 1.102 (lb) AbbottCarlsbad nickelsulfate storage Solid 0.551 (lb) AbbottCarlsbad NovaSyn TG HMP Resin storage Solid 0.002 (lb) AbbottCarlsbad NovaSyn TG Hydroxy resin storage Solid 0.01 l (lb) AbbottCarlsbad NovaSyn TG Hydroxy resin storage Solid 0.002 (lb) AbbottCarlsbad Phenylboronic acid storage Solid 0.022 (lb) AbbottCarlsbad polynylpyrrolidonevik25 storage Solid 1.102 (lb) AbbottCarlsbad polyoxyethylenecetylether-20 storage Solid 0.220 (lb) AbbottCarlsbad Potassium Sulfate storage Solid l.102 (lb) © 2001-2007 Schinner Engineering Corporation Page 19 of 33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Nonhazardous /:•:: tiL• )r··: : \i. ; ;., 'IPE•ag~; ,j' :,, > 0.1"',i,• :)::.:; : ;•'i(;,0,id;ai/Rc. ·' :; i .. :_ : .· . . r·N~mi;,tff., .,•, c . ·, · ·. ·"":,. ::.~:; ' /;'l'.ro'cl!);C£tJ~ · , . e,2 ,r •• . • • : ,: ~)i:ti~atioil ·;; ,j$"i~t~:J~·r,: Stpra'ge '~ :+:ose,-'idiosecL . ,:,use; 'Opeit ~ . . :..-• :a11s.e lll'1, .. ..1-:;;_..._.uuie1B'•u-• \ AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Bicarbonate AbbottCarlsbad Sodium Sulfate AbbottCar!sbad Sodium Sulfate AbbottCarlsbad Sodium Sulfate AbbottCarlsbad Sodium Sulfate AbbottCarlsbad Spennidine AbbottCarlsbad Starch AbbottCarlsbad Sucrose AbbottCarlsbad Sucrose AbbottCar!sbad Trizma Acetate AbbottCarlsbad Trizma Acetate AbbottCarlsbad Uracil AbbottCarlsbad Uridine AbbottCarlsbad Uridine AbbottCarlsbad waterdepctreated AbbottCarlsbad xanthangum AbbottCarlsbad Bath Oil AbbottCarlsbad Bicarbonate buffer solution AbbottCarlsbad BIOMAG PLUS MAGBEADS 1.5 AbbottCarlsbad Bleach AbbottCarlsbad Carbonate pH Buffer AbbottCarlsbad Celite AbbottCarlsbad Citric Acid 5% AbbottCarlsbad DEIONIZED WATER AbbottCarlsbad Desalting Buffer AbbottCarlsbad DNA DILUTION BUFFER, BOTTLED AbbottCarlsbad ethidiumbromide AbbottCarlsbad MAG BEAD SOLUTION AbbottCarlsbad Paromomycin sulfate salt in H20 AbbottCarlsbad PCRBufferlII AbbottCarlsbad PCR ENZYME DILUTION BUFFER, BOTTLED AbbottCarlsbad pH 10.00 Buffer Solution AbbottCarlsbad pH 10.00 Buffer Solution AbbottCarlsbad pH 7 .00 Standard Buffer Solution AbbottCarlsbad pH Electrode Storage Solution AbbottCarlsbad Phosphate pH Buffer AbbottCarlsbad Phthalate pH Buffer AbbottCarlsbad RNA DILUTION BUFFER, BOTTLED AbbottCarlsbad RT-PCR ENZYME DIUTION BUFFER, BOTIL AbbottCarlsbad Sodium Bicarbonate storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage open storage storage storage open storage storage open storage storage storage storage storage open open open open open open open open open open open Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 1.102 (lb) 0.551 (lb) 5.511 (lb) 5.511 (lb) 5.511 (lb) 5.511 (lb) 5.511 (lb) 5.511 (lb) 0.011 (lb) 0.220 (lb) 1.102 (lb) 2,205 (lb) 1.102 (lb) 0.220 (lb) 0.055 (lb) 0.220 (lb) 0.011 (lb) 1.102 (lb) 0.220 (lb) 0.264 (gal) 0.013 (gal) 5.000 (gal) l.136 (gal) 0.264 (gal) 0.132 (gal) 0.264 (gal) 0.003 (gal) 0.026 (gal) 0.001 (gal) 7.249 (gal) 79.934 (lb) 1.000 (gal) 0.125 (gal) 2.642 (gal) 0.066 (gal) 0.264 (gal) 0.132 (gal) 0.132 (gal) 0.132 (gal) 0.125 (gal) 0.125 (gal) 0.125 (gal) 0.132 (!,'lll) 0.264 (gal) 0.026 (gal) 5.557 (gal) -----------------------·--··-------------·-----~-----------·---·----© 200 l-2007 Sch inner Engineering Corporation Page 20 of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Other Health Hazard i~ ~,:~1J:~·~~,·, :; C~;:t·:: :{; ·:. /ii·~~o~Jjr,;JJ~~:·~--,:,//. t:·:·:;:;,.;-·.:·li:i~i~~;J:;!!l~:-;.il~r::f \~:·s:r;~.~~i::.}~:; J;::~~i!!:;;i}~:~:_;;~~:~.•.· -~~~~~ AbbottCarlsbad 0.5 Edta AbbottCarlsbad ammoniummo lybdatetetrahydrate AbbottCarlsbad Boric Acid AbbottCarlsbad Bromoacetic acid,97% AbbottCarlsbad Bromoacetic acid,97% AbbottCarlsbad Glycerol AbbottCarlsbad Hvdroxylamine Hydrochloride AbbottCarlsbad Lithium Chloride AbbottCarlsbad Lithium Chloride AbbottCarlsbad Phenol AbbottCarlsbad Phenol Red AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium dichromate dihydrate AbbottCarlsbad Sodium Metabisulfite AbbottCarlsbad Benzyl Alcohol AbbottCarlsbad sodiumarsenatedibasic:heptahydrate AbbottCarlsbad Formaldehyde AbbottCarlsbad Triethvlammonium Acetate AbbottCarlsbad Formaldehyde solution AbbottCarlsbad Zinc Chloride AbbottCarlsbad Zinc Chloride AbbottCarlsbad DITHIOTHREITOL AbbottCarlsbad Formamide AbbottCarlsbad Polysorbate 80 AbbottCarlsbad triethanolamine AbbottCarlsbad Chloroform AbbottCarlsbad CHLOROFORM: ISO AMYL ALCOHOL 24: l AbbottCarlsbad Dichloromethane AbbottCar!sbad Edta AbbottCarlsbad Edta AbbottCarlsbad EDTA 0.5M, Q-100 Treated AbbottCarlsbad EDTA,0.5M . l "• storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storage storal!e storage storage storal!e storage storage storage storage storal!e open open open open Solid Solid Solid Solid Solid Liquid Solid Solid Solid Solid Solid Solid Solid Solid Liquid Solid Liquid Solid Liquid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) I 1.023 (lb) 0.220 (lb) 0.551 (lb) 0.220 (lb) 0.055 (lb) 0.110 (gal) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.011 (lb) 0.220 (lb) 0.220 (lb) 1.102 (lb) 0.026 (gal) 0.110 (lb) 0.132 (gal) 0.110 (lb) 0.132 (gal) 0.551 (lb) 0.220 (lb) 0.066 (gal) 0.132 (gal) 0.026 (gal) 0.132 (gal) 1.057 (gal) 0.119 (gal) 1.057 (gal) 2.990 (gal) 15.498 (lb) 0.026 (gal) 0.026 (gal) 0.026 (gal) 0.066 (gal) 0.145 (gal) _______________________ .. ______ ·------------------------------------------------------···----------------· © 2001-2007 Schinner Engineering Corporation Page2lof33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class J Hazard Class: Oxidizer, Class 1 I AbbottCarlsbad Ammonium Persulfate storage Solid AbbottCarlsbad potasium Nitrate storage Solid AbbottCarlsbad potasium Nitrate storage Solid AbbottCarlsbad Sodium dichromate dihydrate storage Solid AbbottCarlsbad Sodium dichromate dihydrate storage Solid AbbottCarlsbad Sodium Nitrate storage Solid AbbottCarlsbad Hydrogen Peroxide storage Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) --------------------------------··-----© 2001-2007 Schirmer Engineering Corporation 0.022 (lb) I. I 02 (lb) 0.220 (lb) 0.220 (lb) 0.220 (lb) 1.102 (lb) 0.264 (gal) 0.264 (gal) 2.888 (lb) -·-------·-·-----------Page22 of 33 I I I I I I I 1· I I I I I I I I I I Totals For Hazard Class Hazard Class: Oxidizer, Class 2 AbbottCarlsbad Potassium permanganate AbbottCarlsbad Nitric Acid Solid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) --------·-·------·-------------· ---© 2001-2007 Schinner Engineering Corporation l. l 02 (lb) 0.132 (gal) 0.132 (gal) !. I 02 (lb) Page 23 of 33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Oxidizer, Class 3 Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0. 132 (gal) 0.132 (gal) --------···-------·-------·-----~-----© 2001-2007 Schirmer Engineering Corporation Page 24 of33 I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Sensitizer ;"~~; '; r. ):,! ··' ,2;\i,%i(¼fii#f rif ~))f t$\.i&irc::<sto~g~,;/:. ;~;;;~\":.:~~,.·u,~:~~~~;··. !•~lalflJIUle)W-'.1 -:.>:1111.•"'l.•11u••••'-1"•::.'J:i AbbottCarlsbad BETAINE storage AbbottCarlsbad Ammonium Persulfate storage AbbottCarlsbad dichlorophthalicanhydride36 storage AbbottCarlsbad Fluorescein sodium salt storage AbbottCarlsbad folinicacidcalciumsalt storage AbbottCarlsbad histaminedihydrochloride storage AbbottCarlsbad Hydroxylamine Hydrochloride storage AbbottCarlsbad Cyclohexylamine storage AbbottCarlsbad Perphenazine storage AbbottCarlsbad Sodium dichromate dihvdrate storage AbbottCarlsbad Sodium dichromate dihvdrate storage AbbottCarlsbad Sodium molybdate dihydrate storage AbbottCarlsbad fitcisomeri storage AbbottCarlsbad Benzyl Alcohol storage AbbottCarlsbad b-Phenylethylamine storage AbbottCarlsbad Formaldehyde storage AbbottCarlsbad Formaldehyde solution storage AbbottCarlsbad Dimethylsulfoxide (DMSO) storage Liquid Solid Solid Solid Solid Solid Solid Liquid Solid Solid Solid Solid Liquid Liquid Liquid Liquid Liquid Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.066 (gal) 0.022 (lb) 0.022 (lb) 0.220 (lb) 0.000 (lb) 0.220 (lb) 0.220 (lb) 0.026 (gal) 0.002 (lb) 0.220 (lb) 0.220 (lb) 0.220 (lb) 0.125 (gal) 0.026 (gal) 0.013 (gal) 0.132 (gal) 0.132 (gal) 0.264 (gal) 0.786 (gal) 1.369 (lb) -----------------___ ,.. __ ------------------· ------------------~----~----------·-------© 2001-2007 Schirmer Engineering Corporation Page 25 of 33 I I I I I I I I I I I I I I I .I I I I Totals For Hazard Class Hazard Class: Toxic : }~~:ti~~~·:;: • ~··; . ·: , ;: ·-~i,tl~~~ /;!.~.~~;,.; .i:.~:~~~=d•\. ;,~:6~~~..: ,,...il",..._.:,-.-,} :~:~~111111•1"-"·~· z-.... ii .11111•:1 .... AbbottCarlsbad Sodium hydroxide I .ON storage Liquid 0.001 (gal) AbbottCarlsbad Sodium Hydroxide, 1 N Volumetric Solution storage Liquid 0.264 (gal) AbbottCarlsbad 0.5 Edta storage Solid I l.023 (lb) AbbottCarlsbad ammoniummo lybdatetetrahydrate storage Solid 0.220 (lb) AbbottCarlsbad beta-D-Glucosamine pentaacetate storage Solid 0.01 I (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.220 (lb) AbbottCarlsbad Bromoacetic acid,97% storage Solid 0.055 (lb) AbbottCarlsbad chloromethyluracil-6 storage Solid 1.102 (lb) AbbottCarlsbad cobalouschlorideanhydrous storage Solid 0.110 (lb) AbbottCarlsbad coppersulfateii storage Solid 0.220 (lb) AbbottCarlsbad DL-Serine methyl ester hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad epps storage Solid 0.220 (lb) AbbottCarlsbad Ethyl 2-amino-4-(trifluoromethyl)pyrimidine-5-car storage Solid 0.0 I I (lb) AbbottCarlsbad Guanidine hydrochloride storage Solid 0.055 (lb) AbbottCarlsbad Guanidineacetic acid storage Solid 0.055 (lb) AbbottCarlsbad Hexadecyltri-Methlammonium Bromide storage Solid 0.220 (lb) AbbottCarlsbad PHENOL:CHLOROFORM: ISOAMYL ALCOH storage Liquid 0.026 (gal) AbbottCarlsbad Piperidine storage Liquid 0.053 (gal) AbbottCarlsbad Soluene-350 storage Liquid 0.026 (gal) AbbottCarlsbad Cyclohexylamine storage Liquid 0.026 (gal) AbbottCarlsbad malachitegreenoxalate storage Solid 0.055 (lb) AbbottCarlsbad malachitegreenoxalate storage Solid 0.055 (lb) AbbottCarlsbad methylalphamannopyranoside-d storage Solid 0.220 (lb) AbbottCar!sbad Norphenylephrine hydrochloride storage Solid 0.022 (lb) AbbottCarlsbad N-Phenyl-N-cyclohexyl-p-phenylenediamine storage Solid 0.022 (lb) AbbottCarlsbad N-t-BOC-(S)-3-Hydroxy-pyrrolidine storage Solid 0.011 (lb) AbbottCarlsbad Oxalic Acid storage Solid 0.551 (lb) AbbottCarlsbad Phenol storage Solid 0.220 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.01 I (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad ethylchlorooxoacetate98 storage Liquid 0.264 (gal) AbbottCarlsbad Piperidine storage Liquid 1.000 (kg) AbbottCarlsbad Potassium Hydroxide storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 2.205 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Aniline storage Liquid 0.005 (gal) AbbottCarlsbad Sodium hydroxide pellets storage Solid 4.409 (lb) AbbottCarlsbad Sodium Nitrate storage Solid 1.102 (lb) AbbottCarlsbad Benzyl Alcohol storage Liquid 0.026 (gal) AbbottCarlsbad sodiumarsenatedibasic:heptahydrate storage Solid 0.110 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.220 (lb) AbbottCarlsbad Sulfur trioxide-Pyridine complex storage Solid 0.055 (lb) AbbottCarlsbad Trichloroacetic Acid storage Solid 1.102 (lb) AbbottCarlsbad Triethylammonium Acetate storage Solid 0.1 IO (lb) AbbottCarlsbad t rizmaphosphate storage Solid 0.220 (lb) AbbottCarlsbad Zinc Chloride storage Solid 0.551 (lb) AbbottCarlsbad Zinc Chloride storage Solid 0.220 (lb) AbbottCarlsbad a mmonium hydroxide-30% storage Liquid 0.132 (gal) AbbottCarlsbad b ariumchloride storage Liquid 0.132 (gal) --------------------·----~-------·------© 2001-2007 Schirmer Engineering Corporation Page 26 of33 I I I I I I I I I I I. I I I I I I I Hazard Class: Toxic Totals For Hazard Class Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.958 (gal) 1.000 (kg) 28.340 (lb) ____ ,_,, ____ , ___________ -----------------------··--· -------© 2001-2007 Schinner Engineering Corporation Page 27 of 33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Unstable (reactive), Class 1 '·-c-:',·io',;_-.,1.'j ;•·,····· ,;,,,-, ··--> .·,_._ ,( .f.:,·:f::-St9't°ag~-:; ·-:·,;·,; ,;:.-'':-:., ·'·-:': :: :C:pnditloh) .:'_;·:.--::>::.\'j t;:~~umb;~ :: _·.;( ::/ . _", .-:::>; _:P:~6d~~i~Nan)~:':' .' .. ~-. --: . .:;) ~::~[tt.Qc'.adi,11··~ :~statEi=( :~e !)S.foi:agii _.,_. ; ; ''.Us~~--t.iosecf' /,Use\bpen/: ~~~~ <u . . . l AbbottCarlsbad Nitromethane storage Liquid 0.211 (gal) AbbottCarlsbad Nitromethane storage Liquid 0.264 (gal) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) AbbottCarlsbad Sodium dichromate dihydrate storage Solid 0.220 (lb) Aerosol (lb) Liquid (gal) 0.476 (gal) Solid (lb) 0.441 (lb) Gas (cu ft) -------------------------------© 2001-2007 Schinner Engineering Corporation Page 28 of33 I I I I 1: I I I I 1· I I I I I I I I I Totals For Hazard Class I Hazard Class: Unstable {reactive), Class 2 AbbottCarlsbad 0.5 Edta -·---·-·----·---------© 2001-2007 Schinner Engineering Corporation ;\$tora~_e·•':,::•:/-';?,,/'.:'' •I,· f_;_r;,c~n~ilioo:,' I:,., ,,·/:'._:\•, '',lqcation'., .'::,State:~ ·<·,storage · .: : "Use'.(Cl.osecb ! ,,.lJ.s!i:.,,open.:-, storage Solid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) I 1.023 (lb) I 1.023 (lb) Page 29 of 33 .1 I I I I I I I I I I I I I 1- 1 I I Totals For Hazard Class Hazard Class: Unstable (reactive), Class 3 AbbottCarlsbad Hydroxylamine Hydrochloride AbbottCarlsbad Hydrogen Peroxide ----------------© 2001-2007 Schirmer Engineering Corporation storage Solid storage Liquid Aerosol (lb) Liquid (gal) Solid (lb) Gas (cu ft) 0.220 (lb) 0.264 (gal) 0.264 (gal) 0.220 (lb) Page 30 of33 I I Totals For Hazard Class Hazard Class: Water reactive, Class 1 I AbbottCarlsbad Sodium hydroxide I .ON storage Liquid 0.001 (gal) AbbottCarlsbad Sodium Hydroxide, lN Volumetric Solution storage Liquid 0.264 (gal) I AbbottCarlsbad Sulfuric Acid storage Liquid 0.033 (gal) AbbottCarlsbad Ethyl chlorofonnate storage Liquid 0.022 (gal) AbbottCarlsbad nitrobenzenesulfenylchloride4 storage Solid 0.220 (lb) AbbottCarlsbad Potassium Hydroxide storage Solid 1.102 (lb) I AbbottCarlsbad Potassium Hydroxide storage Solid 2.205 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Potassium Hydroxide Pellets storage Solid 1.102 (lb) AbbottCarlsbad Sodium hydroxide pellets storage Solid 4.409 (lb) I Aerosol (lb) Liquid (gal) 0.321 (gal) I Solid (lb) 10.141 (lb) Gas (cu ft) I I I I I I I I I I ------------------·--------© 2001-2007 Schinner Engineering Corporation ------· ·----· Page31 of33 I I I I I I I I I I I I I I I I I I I Totals For Hazard Class Hazard Class: Water reactive, Class 2 AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.011 (lb) AbbottCarlsbad Phenylmethanesulfonyl fluoride storage Solid 0.01 l (lb) AbbottCarlsbad Polyphosphoric Acid storage Solid 2.205 (lb) AbbottCarlsbad Perchloric Acid stora e Li uid 0.132 (gal) Aerosol (lb) Liquid (gal) 0.132 (gal) Solid (lb) 2.227 (lb) Gas (cu ft) -------·----------------© 200 l-2007 Sch inner Engineering Corporation Page 32 of33 I I I I I I I I I I .I I I I I I I· I I Totals For Hazard Class Hazard Class: Water reactive, Class 3 AbbottCarlsbad Sodium methoxide solution storage Liquid 0.026 (gal) AbbottCarlsbad Pi eronyloyl chloride storage Solid 0.022 (lb) AbbottCarlsbad Sodium Tert-butoxide storage Solid 0.220 (lb) AbbottCarlsbad Sodium Tert-butoxide stora e Solid 0.220 (lb) AbbottCarls.bad sodiumpantoxidetert storage Liquid 0.022 (gal) Aerosol (lb) Liquid (gal) 0.048 (gal) Solid (lb) 0.463 (lb) Gas (cu ft) ---··--·· ---------------------© 2001-2007 Sch inner Engineering Corporation Page 33 of 33 City of San Diego Development Services ..tL/tJ/. 00 lnfonnation and Application Services 1222 First Ave., MS-301 San Diego, CA 92101 Appointments (619) 446-5300 lnfonnation (619) 446-5000 OFFICE USE ONLY UPFP#: ol.// ~So HV: ~o-6;gq~ BP ·DATE:_---''---'-- THE CITY OF SAN DIEGO HAZARDOUS MATERIALS QUESTIONNAIRE Business Name Business Contact Telephone# Ibis Biosciences, Inc. ( ) Project Address City State Zip Code APN# 2251 Faraday Avenue, Suite 150 Carlsbad CA 92008 Mailing Address City State Zip Code Plan File# 1896 Rutherford Road Carlsbad CA 92008 Project Contact Telephone# Karl Kasai ( 760 ) 929-9974 .. . . The following questions represent the fac1hty's activ1t1es, NOT the specific proJect descnpt10n . PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): 65 608 Occupancy Rating: _______ _ 1. Explosive or Blasting Agents ;rganic Peroxides f· Water Reactives ® Corrosives i Compressed Gases xidizers . Cryogenics ® Other Health Hazards Flammable/Combustible Liquids yrophorics :11. Highly Toxic or Toxic Materials 15. None ofThese. flammable Solids nstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISIONS {HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3m floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building pennit. FEES ARE REQUIRED. Project Completion Date: __ / __ /__ I xpected Date of Occupancy:~..£!__/~_ YES NO (for new constPA_1eremodeling project ) 0 D Is your business listed on the reverse side of this fonn? (check all t 1at apply). • 0 D Wfll your business dispose of Hazardous Substances or Medical V.. ste in any amount? D CalARP Exempt I Date Initials 1. 2. 3. 0 CalARP Required 0 D Will your business store or handle Hazardous Substances in quanti ies equal to or 9r.{lil\eirthl;tn 6~!tallons, 500 pounds 1 200 cubic feet, or carcinogens/reproductive toxins in any quantity? JI-\ l'l ll I £. Ul U Date 4. 5. 6. 7. D 0 D D 0 Will your business use an existing or install an underground storage tank? Initials D Will your business store or handle Regulated Substances (CalARP) > ~CASH~E C 0 Will your business use or install a Hazardous Waste Tank System ( itle 22, Arti z.~ , 0 Will your business store petroleum in tanks or containers at yo r fgqtt!t ·1 sl6½16i · I p or greater than 1,320 gallons? (California's Aboveground Petroleum St~ . CON'f:=# 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition pennit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification fonn to the APCD at least 1 O working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. 0 D Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD pennit on the reverse side of this from. Contact APCD if you have any questions). 2. D 0 (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). 3. D 0 Has a survey been perfonned to determine the presence of Asbestos Containing Materials? 4. D 0 Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. D 0 Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: Biotech R&D Tenant Improvements to R&D Office/Lab I declare under penalty of perjury that to the best of my knowledge and belief ttie responses made herein are true and correct. I I Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date· FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ______________________________ _ BY: ___________________________ _ DATE: __ ~'--~'--- EXEMPT OR NO FURlHER INFORMATION REQUIRED COUNTY-HMO* APCD APCD , D Approved Date B Building -~.z_lf. oq /,,,,,, Planning 7 '"'lo~ l~/J- Engineering '2-h'1 (;,-1 17/4 -Fire t?' ,, t; //9 C/ I////. F.O.G. V =, I , , HazMat APCD Health Forms/Fees Sent Rec'd Due? CFO y N Fire y N FOG y N HazMal/ APCD y N Health y N PFF 7 I " N PE&M 1~,~1-(l<.,f ,.;_ py ) N School Sewer Stormwater Comments Date Building l/,._Jq-rFf Planning lf,.-/2..fJ9 Engineering Fire n,-11/rn Need? Application Complete? Fees Complete? y N y N y N y N y N Date Date I I//-JU7 75/11/di ~--(1-rf-f y N CJ) N