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2470 FARADAY AVE | 6200 EL CAMINO REAL; ; CB090280; Permit
04-23-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090280 Building Inspection Request Line (760) 602-2725 Job Address: 2470 FARADAY AV CBAD Permit Type: Parcel No: Tl Ot.1-~CO 209~:re · Sub Type: INDUST Lot#: 0 Status: ISSUED Valuation: $19,530.00 Construction Type: NEW Applied: 02/19/2009 Occupancy Group: Reference #: Entered By: LSM Project Title: BECKMAN COULTER-558 SF Plan Approved: 04/23/2009 REMODEL OF EXISTING MANUF AREA INCLUDING DEMO OF SLAB Issued: 04/23/2009 Inspect Area: Applicant: SMITH CONSUL TING ARCH NED HASKELL STE 200 12220 EL CAMINO REAL 92130 858 793 4777 Building Permit Add'I Building Permit Fee Plan Check Add'I 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. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $208.81 $0.00 $135.73 $0.00 $0.00 $4.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 Plan Check#: Owner: HAGAMAN FAMILY SURVIVORS 1990 TRUST 11-07-90 5320 SUNNY CREEK RD CARLSBAD CA 92010 Meter Size Add'I Reel. Water Con. Fee $0.00 Meter Fee $0.00 SDCWA Fee $0.00 CFO Payoff Fee $0.00 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL ,-..1~0.00 Master Drainage Fee ~""-10 \>"\..,J\~""~$0.00 Sewer Fee. ~\l.,Dt\"1= 'n &:GB $0.00 Red~:,; Parking Fee B . ,' s1:0r,..r,. $0.00 Add1tIonal Fees ~ /\. c11BD $0.00 HMP Fee .t\.''f'tn-?? TOTAL PERMIT FEES ~(\ ~ $349.64 Total Fees: $349.64 Total Payments To Date: $349.64 Balance Due: $0.00 { h~1/[,_ Inspector: L-ff'--_; ___ _ FINAL APPR~VAL Date: 7'1. / lf _. /0 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 simflar 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 nreviouslv otherwise exnired. \ t . City of Carlsbad f ' ' Plan Check No. C!BCi10c}-fs() 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718/ 2719 Est. Value / q S'& Fax: 760-602-8558 Plan Ck. Deposit I f>6, -i 3 Building Permit Application Date ~ lq 0~ JOB ADDRESS 2470 Faraday Avenue SUITE#/SPACE#/UNIT# APN 209 04 20 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. lYPE OGG. GROUP B Beckman Coulter V-B B,F1,S1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) 558 s.f. remodel of existing F1 manufacturing area including demo of existing building slab and metal stud walls. With proposed new concrete pads for proposed storage tanks and metal stud non-bearing walls. EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) AIR CONDITIONING FIRE SPRINKLERS F1 -Manufacturing F1 -Manufacturing O 0 0 FIREPLACE YEsD. No[Z] YES0No0 YESEjNoD CONTACT NAME (lfD/fferentFomAppl/cant) Ned Haskell-Smith C~>n. Arch. APPLICANT NAME Smith consulting Architects ADDRESS ADDRESS 12220 El Camino Real, Ste 200 _ 12220 El Camino Real, Ste 200 CITY STATE ZIP CITY STATE ZIP SanDi~go CA .92130 San Diego CA 92130 PHONE FAX PHONE FAX 858-793-4777 858-793-4787 858-793-4777 858-793-4787 EMAIL EMAIL PROPERTY OWNER'NAME Beckman Coulter ADDRESS 2470 Faraday Avenu~ CITY STATE ZIP Carlsbad CA 92009 PHONE FAX 760-438-6313 760-438-6504 EMAIL EMAIL DJTaniguchi@beckman.com ARCH/DESIGNER NAME & ADDRESS STATE UC. # STATELIC.# _ Smith tonsultina Architects C11701 7755 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construe alter, improve, demolish or repair anx structure, prior to its issuance, also requires the applicantfor such permitto file a signed statementtliat he is licensed pursuant to the provisions of the Contractor's License Law !Chapter 9, commending with Section 7000 ofDivision 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' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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. have and will maintain workers' compensation, as requJred by Section 3700 of the Labor Code, for the perfo~n~ of,.the work for which this P.ermit is ~ued. My workers' compensation insurance carrier and pglicy number are: Insurance Co m OJ e :S :½ } C-.> Policy No~ V D 8 Ql p q 2, ':::> 0 \ Expiration Date IO I I I O 9 This section need not be completed ff the permit 1s for one hundred dollars ($100) or less, / 1 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 addition to the cost of compensa ·o mages as provided forin'Setti n 3706 of the Labor code, interest and attorney's fees. i f California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal pena:zties a d civil fines up to one hundred thousand dollars (&100,000), in 25 CONTRACTOR SIGNATUR:1;7'1---4---DAT ,-;;; 3 -D 9 I hereby affirm that I am exempt from C ractor's Ucense 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 Contracto(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. QYes 0No 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/ phone/ 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 major work (include name/ address/ 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/ address/ phone/ type of work): 25 PROPERTY OWNER SIGNATURE DATE ,. \, <30u!il(P-C1@~ i7000f3 0@13'il000J @0@ roG>roo@@f>00@ffi'ilO&\O. 0©011006!1© IJ>@IDIIDO'ilO 00JQ,W Is the applicant or future building occupant required to submit a business[;2], acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes " No Is the applicant or future building occupant required lo obtain a permit from the air pollution control district or a0ality management district? 0Yes [ZI No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes v No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. <300JO'il©©@'il000J 11@0J©OOJ© ~©@OJ~ 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)(10@~G!J'il <3@©'il0@0(3~ 'il00G!J I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply mth 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 permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permitissued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the uilding ~ly 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), J!S'APPLICANT'SSIGNATURE ih_ 6-,tf DATE ~-~-tJ9 City of Carlsbad Bldg Inspection Request For: 12/02/2009 Permit# CB090280 Inspector Assignment: PD Title: BECKMAN COULTER-558 SF Description: REMODEL OF EXISTING MANUF AREA INCLUDING DEMO OF SLAB W/METAL STUDS. BUILD NEW COCRETE PAD Type:TI Job Address: Sub Type: IN DUST 2470 FARADAY AV Suite: Lot O Location: APPLICANT SMITH CONSULTING ARCH Owner: BECKMAN COULTER INC Remarks: Total Time: CD Description 19 Final Structural ~ Comments 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# Phone: 7608010701 lnspecto&:- Requested By: ERIC Entered By: JANEAN PCR09085 WITHDRAW BECKMAN: CHANGES TO PADS FOR; HEAT EXCHANGER & WATER TANK Inspection History Date Description 11/10/2009 92 Compliance Investigation 05/15/2009 17 Interior Lath/Drywall Act lnsp Comments PA CW PA TO EXTEND PERMIT 180 DAYS AS REQUESTED BY JULIE MITCHELL. AP PY .) lO 'd City of Carlsbad BUILDINC b!PARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-7641/ Fax: 76().602-8668 1~©~ D w;ig@ MAR 2 O 2009 SMITH CONSULTING ARCHITECTS Plan Chee" Comments / 2007 Codes To: ~'+<~ CoJLT1F::f'.Z.:. From: Steve Botossay f:ax: 8'5"8 .-1:23 -47 57 Pages: I Phone: Date: ~/2 9/ 0 ;} CONl'ACT HOURS FOR STEVE BOROSSAY: TUESDAY1THROUGH FRIDAY: 1PM -5PM •:• Please tnake corrections refarred to below and run TWO new prints. If red marks are on plans as a part of this Plan Check respon$e please return red rn11rked set with the new prints. •:• This Is a BUILDING revle-« ,m{k:. Comments or approval do not apply to any other City department review. For Information on the status of approval from either departments please contact staff @760-602·2717 / 2718 I 2719. f~ \abfe ½ f C:. ClJA.&_ j='llt>,tS, 0 f Av\A_OtL~J-D &--· e: r & s- '4-\'2... 2 .. 5 cJ-C_ '2?C ;:!_ 1 h.-~,~ _ F"J.Jfo" fr ~ 8998 209 09L 'ON X~j ..... PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-0280 DATE 2/20/9 ADDRESS 2470 Faraday Av RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE OTHER -- PLANNER Chris Sexton ENGINEE~ H:\ADMIN\COUNTER/PLANNING/ENGINEERING APPROVALS POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING DATE2/20/9 DATE 2(-z-t:l! g { Storm Water Compliance Exemption Form I am applying to the City of Carlsbad for the following type(s) of construction permit: 0 Building Permit D Right-of-Way Permit D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge No Threat Assessment Criteria 0 My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because itmeets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Stonn Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or highte Construction SW PPP Tier Level is warranted. Project Address: Owner/Owne(s Authorized Agent Name: City Concurrence: erYES Cl NO Assessor Parcel No. -01-')..0 Title: Date: Carlsbad Fire Department ' ' PlanR~view Requirements Category: TI , INDUST Date of Report: 03-19-2009 Name: Address: Permit #: CB090280 SMITH CONSULTING ARCH NED HASKELL STE200 12220 EL CAMINO REAL SAN DIEGO CA 92130 Job Name: Job Address: BECKMAN COULTER-558 SF 2470 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: CON0003355 [NOT MET] 1. Submit MSDS sheet for contents of tanks. 2. Indicate control areas as necessary based on contents. 3. Show method of dispeQsing. Indicate proper grounding methods if applicable. 4. Provide documentation that Haz Mat disclosure/BEP has been updated with San Diego County Health. 5. Provide tank spec sheet indicating that materials of tank are compatible with contents of tanks. 6. Show secondary containment. Entry: 03/19/2009 By: cwong Action: CO . Carlsbad Fire Department ' ' Plan Review Requirements Category: TI , INDUST Date of Report: 04-22-2009 Name: Address: Permit #: CB090280 SMITH CONSULTING ARCH 'NED HASKELL STE 200 12220 EL CAMINO REAL SAN DIEGO CA 92130 Job Name: BECKMAN COULTER-558 SF Job Address: 2470 FARADAY AV CBAD Reviewed by:(}<~ . BLDG. DEPT COPY INGQ~lf.Jtl;!L_!he item you have submitted for review is incom lete. adequately coiic'.ffic'fl"{1;'~~\t. carefully all comments. at,t_~~e,<'.F; to this office,.fot:teview and approval. Conditions: Cond: CON0003355 [NOT MET] 1. Submit MSDS sheet for contents of tanks. 2. Indicate control areas as necessary based on contents. 3. Show method of dispecsing. Indicate proper grounding methods if applicable. 4. Provide documentation that Haz Mat disclosure/BEP has been updated with San Diego County Health. 5. Provide tank spec sheet indicating that materials of tank are compatible with contents of tanks. 6. Show secondary containment. Entry: 03/19/2009 By: cwong Action: CO Cond: CON00034 l 9 [MET] **APPROVED: ew 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 NOTA'TION~ ' 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: 04/22/2009 By: cwong Action: AP l ' l. ~ \\' KLAUSSRUCK,,ER J} ANO Assoc !..\TES 4105 Sorrento Valley Slvd. San Diego, CA 92121 ----+-------------------------·---------- , 2009 [revised April 20, 2009] Cind Wong Carls ad Fire & Building Departments City Carlsbad 1635 araday Ave. Carls ad, CA 92008 RE: Beckman Coulter-2470 Faraday Ave. Isoton Tanks/Mixing Vessels-Building #1 Tel: (858) 677-9878 Fax: (858) 677-9894 This I tter is to confinn that based on our analysis of the materials safety data sheets, the Isoton tank i classified as an Irritant and CA Prop 65. The maximum allowable quantities [by the Califo ia F~re & BuiJding Codes] for these hazard categories are unlimited. Based on information provided by Beckman the two tanks wiJJ not be filled at the same time. As a wo case, one tank would be in the mixing stages, while the second tank is being filled. There re as a worst case, the inventory reflects the raw ingredients in open system use for one tank d the finished goods [IsotonJ iµ open system use in the second tank. Based on the analys , the addition of these hazardous materials to the control area will not result in storage and us ofh82'.8l'dous materials in excess of the maximum allowable quantities required in the CFC. crefore the occupancy for the building or the room containing the Jsoton tanks will not chang as a result of these tank additions. Please ote that the Isoton is not a flammable liquid. There is only one ingredient with a tlashp int of212vF, with the remainder of the ingredients being non-flammable/noncombustible. There. s no proposed grounding for the Isoton Tank/Mixing Vessels. Although spill control is not ired by the fire code, spill control has been provided to contain the volume of both tanks. Bee also agrees to separate any storage of strong acids, strong bases and strong oxidizers in contai er sizes greater than S lbs or 0.5 gallons from the tanks by a minimum distance of 20 feet [2007 dition of CFC, Section 2703.9.8]. If you ave any questions, or need additional information, do not hesitate to call us. ature. we agree to the conditions Usted in this letter. t/ AfA O"I ---t+------- Page 1 of 5 -~~ COULTER., MATERIAL SAFETY DATA SHEET Section 1 Company and Product Identification Product Name LH Series Diluent Doc. ID 8547194 AD Part Number 8448194, 8547194 Issued (year/month/day) Revised (year/month/day) 2005/09/30 Product Use For In Vitro Diagnostic Use. See product literature for details. Manufacturer Beckman Coulter, Inc. 4300 Harbor Blvd. Fullerton, CA 92835-3100, U.S.A. Distributor and 1? Refer to attached list, Document ID: 472050, for local distributor and Emergency Phone No. emergency phone numbers. Section 2 Composition and Information on Ingredients Hazardous Ingredients: None Section 3 Hazards Identification Emergency Overview Colorless; Clear; Liquid; Odorless Nonflammable aqueous solution. Does not meet EU, OSHA or WHMIS criteria for hazardous materials. Physical Hazards No physical hazards were determined from a review of available literature. Potential Health This product does not meet EU, OSHA or WHMIS criteria for hazardous materials. Effects Summary Product Hazard EU: I WHMIS: I US OSHA: Classifications Not applicable Exempt Not applicable Beckman Coulter Safety Flammability (Section V): O Code Rating Health (Section XI): 0 0=none Reactivity with Water (Section X): 0 1=slight Contact (Section VIII): 1 2=caution 3=severe Section 4 First Aid Measures Inhalation If product is inhaled, move exposed individual to fresh air. If individual is not breathing, begin artificial respiration immediately and obtain medical attention. Eye Contact If product enters eyes, wash eyes gently under running water for 15 minutes or longer, making sure that the eyelids are held open. If pain or irritation occur, obtain medical attention. Skin Contact In case of skin contact, flush with copious amounts of water for at least 15 minutes. If pain or irritation occur, obtain medical attention. ©2005 Beckman Coulter, Inc. Global MSDS -English LH Series Diluent I MSDS # 8547194 AD I Page 2 of 5 Section 4 First Aid Measures (Continued) Ingestion If ingested, wash mouth out with water. If irritation or discomfort occurs, seek medical attention. Section 5 Fire Fighting Measures Flash Point Not applicable Flammable Limits Not applicable Autoignition Temp. Not applicable Extinguishing Media Use extinguishing media suitable for surrounding fire. Special Fire and No special hazards determined. Explosion Hazards Hazardous Combustion No combustion products posing significant hazards are expected from this product (a Products dilute aqueous solution). Protective Equipment · Self-contained breathing apparatus is recommended for firefighters. for Firefighters Section 6 Accidental Release Measures Personal Precautions No special precautions are necessary. Use good laboratory procedures. Spill and Leak Wipe up material carefully and place in container suitable for disposal. Procedures Environmental Contain spill to prevent migration. Precautions Section 7 Handling and Storage Handling Precautions No special precautions are necessary; use good laboratory procedures. Recommended Storage To maintain efficacy, store according to the instructions in the product labeling. Conditions Keep away from incompatible material. Section 8 Exposure Controls and Personal Protection Exposure Limits US OSHA: None established ACGIH: None established DFG MAK: None established Engineering Controls No special engineering controls are required. Use with good general ventilation. Respiratory Protection Under normal conditions, the use of this product should not require respiratory protection. Eye Protection Safety glasses or chemical goggles should be worn to prevent eye contact. Skin Protection Impervious gloves, such as latex or equivalent, should be worn to prevent skin contact. LH Series Diluent I MSDS # 8547194 AD I Page 3 of 5 Section 9 Physical and Chemical Properties Physical State Liquid Color Colorless Transparency Clear Odor Odorless Odor Threshold Not applicable pH 7.0 Boiling Point Not available Melting Point Not available Specific Gravity 1 @20°C Vapor Pressure Not available Vapor Density Not available Evaporation Rate Not available Solubility Water Miscible Organic Not available Section 10 Stability and Reactivity Stability Stable under normal temperatures and pressures. Hazardous Strong acids Incompatibilities Strong bases Strong oxidizers Hazardous When stored as labeled, no known hazardous decomposition products are formed Decomposition Products during the shelf-life of this product. Conditions to Avoid Keep away from incompatible material. Section 11 Toxicological Information Toxicity Data Not applicable for Hazardous Ingredients Primary Routes The most likely routes of exposure are skin, eye contact and inhalation. of Exposure Potential Effects of None identified. Acute Exposure Potential Effects of None identified. Chronic Exposure Symptoms of No specific symptoms identified. Overexposure Carcinogenicity This product does not contain a reportable concentration (~ 0.1 % ) of any ingredient listed as carcinogen by ACGIH, IARC, NTP, OSHA or 67/548/EEC Annex I. Other Effects None identified. LH Series Diluent I MSDS # 8547194 AD I Page 4 of 5 Section 11 Toxicological Information (Continued) Conditions Aggravated by Exposure Ecotoxicity Biodegradability Mobility Waste Disposal None identified. Section 12 Ecological Information No information available. No information available. No information available. Section 13 Disposal Considerations Dispose of waste product, unused product and contaminated packaging in compliance with federal, state and local regulations. If unsure of the applicable requirements, contact the authorities for information. Section 14 Transport Information Transportation of this product is not regulated under ICAO, IMDG, US DOT, European ADR or Canadian TOG. Section 15 Regulatory Information US Federal and State Regulations SARA 313 CERCLA RG's, 40 CFR 302.4 California Proposition 65 Massachusetts MSL New Jersey Dept. of Health RTK List Pennsylvania RTK Formaldehyde is subject to reporting requirements of Section 313, Title Ill of SARA. Formaldehyde is listed. Sodium Hydroxide is listed. Formaldehyde has been identified by the State of California to cause cancer. The State of California has adopted a regulation which requires a warning be given to individuals who may be exposed to chemicals identified by the State to cause cancer or reproductive harm. Accordingly, Beckman Coulter advises you of the following warning: WARNING: This product contains a chemical known to the State of California to cause cancer. Formaldehyde is listed. Sodium Hydroxide is listed. Sodium Sulfate is listed. Magnesium Nitrate is listed. Magnesium Chloride is listed. Formaldehyde is listed. Sodium Hydroxide is listed. Magnesium Nitrate is listed. Magnesium Chloride is listed. Formaldehyde is listed. Propylene Glycol is listed. Sodium Hydroxide is listed. Sodium Sulfate is listed. Magnesium Nitrate is listed. Magnesium Chloride is listed. LH Series Diluent I MSDS # 8547194 AD j Page 5 of 5 Section 15 Regulatory Information (Continued) EU Labeling Classification Preparation not classified. Canada This product is exempt from WHMIS label and MSDS requirements. PIN: Not applicable Ingredients on Ingredient Formaldehyde Disclosure List: Propylene Glycol Sodium Hydroxide Ingredients with unknown Product is exempt toxicological properties: Section 16 Other Information For further information, please contact your local Beckman Coulter representative. WHILE BECKMAN COULTER, INC. BELIEVES THE INFORMATION CONTAINED HEREIN IS VALID AND ACCURATE, BECKMAN COULTER MAKES NO WARRANTY OR REPRESENTATION AS TO ITS VALIDITY, ACCURACY, OR CURRENCY. BECKMAN COULTER SHALL NOT BE LIABLE OR OTHERWISE RESPONSIBLE IN ANY WAY FOR USE OF EITHER THIS INFORMATION OR MATERIALS TO WHICH IT APPLIES. DISPOSAL OF HAZARDOUS MATERIALS MAY BE SUBJECT TO LOCAL LAWS OR REGULATIONS. Printed in U.S.A. ' " . . ,GSSI Structural Engineers Calculations for 9016A Isoton Tanks Bldg 1 2470 Faraday Ave Carlsbad, CA SMITH CONSULTIN.G-ARCHIT·ECTS 12220 El Camino Real,, Suite 200 San Diego~ CA 9213.0 · · Phone: ·85-8--793--4'7'?7 Fax; 858-793-4787 SHEET 5:; -r-( GSSINO. q O /b 4-: Structural Engineers ENGR. M.Griffiths DATE /-27--07 141° flt~OAY A~ ~l/2~a > G/t. . -----~C?'t -c i;S(:. -.. ---. -- -~(,.~ I ~e,>1(; i. ·~_a'1 CA,(.. rtlij Clj(l~uy ·· --· · -~t ~ i~. 13-,r-u; ·t ---· ·-:· -~-,-,·\ }'7. 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JJ11{111J.J-,3 71\t- ...•.. ~w.~ (.i/l--: .. ,;,.: (_o, n)ln,000 ('7/ ... ) • Ztj. 7/t'- ' '. /1/cT v f '-t /'\ SHEET_)'_-_l __ PROJECT.__:::i:::...:.......:_»_.!Tb__:_:_~ _T?cl..L...:!.:...:..:ll-_~~_::__,:_----GSSfNO. C/t>lb,4- Structural Engineers ENGR. M.Grif:fiths DATE ___ _ · __ · ___ ·. ____ : Mitt Tu~ ~ l· .. 11,_1_ ---1-,. -e ~ ]~ .. ... . ___ <'-__ _ 0 i1 (G') 1%' ~1'.k!folt-Jt-7 ~·"' lj.i,\~-6 \t,, ·-~---· -----------------·---------· . --------·· ----·~---. --------#---,----------- -.----···-----· ------::----~~-f;;~_;-i~;~.-0=; ~"-·::ti. ~ip). --.. ----...... ---·- -·· ·. ·. ··.· ··1: ~Z'~~:-~ .. ~·~~. ~1~ . ·~······~ --~NK;,_->,),,,,:___ • -1\, L \~ ·---_ -------. ~--=--~~~~ ~ ~---~-~--~~ _~_< _____ -_ ----.--·-~---~. -·=--~-,----•-~--~--~------. t.t' ,,:n . . . . -a --(9-~~~-V_: .·. --· .-..... rl~-~ i ,:~~-5i ~(-f\µ-:t:$. \~ . ~~L ~ .,.~~ . . _ oJ~_fW~~ ,. :·_~ ~. 't1i~ c~~ ~ \:1_~r~~:'-~~~~ · ~-~~l .. --..--'--~--------·---______ , _______ ----------- ·~~ \, 'f1 -, \,'S ~..,_ -------·----iSAo\~_.._ ----~;:A{-~----~hi--~ ;:ir~-0{~~i4;.-> ,. ~~ ~ · : --'?~~-;---e~; ~~-;. ~:-.~~~~~ .-·fi~~ '), :t;· •--· --\I- --.. --~ . -~~ . .. . -,i.\l-t.( . .., b'l:ait-')ffe..t..\'500 ... . . . . .. . . ;:,r,, .,,, ~.~') .., :.:..··· . ~,;,-"r' "C,)a,·[·\{-r,;.:'\,~·~·\1.,~_.. /}'t, l.i),-i_ · 4,~'e...(t"I.. ~ ~ '. ~ -t-b1..-l~~ l:·u -~--.1:-:1 Company: Sheet 1 of5 Specifier: Project Usarapplication Address: Contract t-.b.: PROFISAndlor 1.11.16 Phone/R3x: -I -Respohsble: htto://www.ushilti.com/ E-Mail: Location/Date:-/ 1/29/2009 Specifier's conments: Anchor type and size: HT-RE 500.SD + HA.S St.PERA 193 87-3/8, harrmer drilled hole Effective embedment depth: h.r= 5.00 in. (actual); her, min= 1.50 in. Material: ASTMA193 Approval N:>.: ICC ESR-2322 Proof. desgn method: AC308 stand-off in&allation: eµ = 0.00 in. (no,stand-0ff); t = 1.13 in. Anchor plate: CUSTOM; fll< = 36000 ps; Ix x Iv x t = 6.25 X 6.25 X 1.13 in. Base material: aacrad concrete 3000, f.,' = 3000 ps; h = 18.00 in. imtallation condition: dry; in-9:lrvice-roncrete.temperature mort/long: 21 / 0 •c Reinforcement condition B; no s.ipplemental splitting reinforrement present- edge reinforrement: none or< N:>. 4 bar Anchor .. -= 11(:j c:sn::1ma Geometrv lin.l plan View " y a=ictionA jz X ..... -I-- t=1.1~+---: r -:1 ,., . 11.-500 "' .. : ... ,_ '· . 0 ' .. ' . --·· " . ··--" ..... , r · ;. r ,,_:.,,; r--·;-i .. , M ' ! ~--; L. en ·-·. .. -....... ('I) ,. . . . :·i 0 0 1• • -·; ·' .,. ~I "· en 1~5 3 X C 0 0 q ..... ... ~ 1:5_ I jz LO ' ',i ' Cl) S:iction B IJ) y ·--~. .o 0, ~ 0 1· . t--: i '\f:. -----·r :··: 1; i! i '· . ('I) . , 1i. ,.::· t ;{' • . h=18.00 0) i' ___ t t ~ -~-·-i ., ('I) ----~ ; ' ----· --C -; i : __ ' 393.70 5.00 I 393.70 __ .,: i I ..... ., -::;;;-.: ~ a=iction A ' ly=6:,5 Loading Governing loads [lb, in.-lb] Governing loads[lb, in.-lb] N =2080 V7=0 N 2080 MrO M,=.O .~ V. 1263 :z V. 0 1/~7 M, 0 / M 0 / . M. 0 X Eroentlicity (&ruc:tural section) [in.] e, = 0.00; e. = o.oo Seisnicloads(cmc!<ed roncrete aS:J.Jmed; categoriesC, D, E. orF); yes Vx= 126.3 Mt=O Input data and ll!sults must be checked for agreement with !he e>istfng condiUons and for plausibility! PROflS Anchor(c) 2003 Hilll AG, Fl-9494 Schaon Hilll Is a re~istere~ Tmdemarf(ofHilll AG,.Schaan 1·:115 ___ I O:lmpany: Sheet2of 5 : Specifier. Project: U:erapplication Address: O:lntract l\b.: PROFIS And'lor 1.11.16 Phone/Fax: -/ -Responsble: http://www.ushilti.cx:,m/ E-Mail: Location/Date:-/ 1/29/2009 Load case '9.m!eming}: Anchor reac;tions PbJ Tenson force: (+Tenson .Pressure) Anchor T-enson force Shearforce 0 0 3 4 1 520 316 2 520 316 3 520 316 4 520 316 Tenson ~ max. cx:,ncrete q:,mpresave strain [%g: 0.00 max. ooncrete compresave mess[psJ: o reSJlting tenson force [lb]: 2080 res.ilting oompresaon force [lb]: o 1 0 2 Tensionl~d Desgn values[lb] Proof Load N... Strength cjiN,, Utilization _f3N [%] = N.,/$N,, Status Steel failure 520 5448 10 OK Bond failure 2080 5436 38 OK O:lnaete cone failure 2080 9022 23 OK steel failure N •• [lb] $ cjisoismlc I $1'1;.[lb] t-{;.[lb] 9685 0.750 0.750 5448 520 Bond failure ANaPr?i ANsa[irYj ~r,Na[in.] Ccr,NaUn.] c[in.J Cac[in.] 207.80 88.64 9.42 4.71 393.70 12.50 f<.,cr 'ti_uncr,2500[ps] ICdlY 'ti_.,(psJ 't"max,c,[PS] 17.000 2285 1.00 1090 1767 'l'g,NaO \Jig.Na o/ec1,Na IJlec2,Na ·\jlp,Na \Jled,Na t516 1.140 1.000 1.000 1.000 1.000 N00[lb] cj) cl>oelomlc CX.N,sels $ a.N.,g[lb] N...[lb] 6420 0.650 0.750 0.650 5436 2080 O:lnaete cone failure _ ~.[in2} ANco[in1 c[in.] C..c[in.] 400.00 225.00 393.70 12.50 IJlecl,N IJlec2,N ~1ed,N 'l'cp,N I<., 1.000 1.000 1.000 1.000 17 !'{,[lb] cji $seismic $Nebg(lb] N •• [lb] 10410 0.650 0.750 9022 2080 Input data and results must be checked for agreement with the e>isting condllions and for,plausibllilyl PROFIS Anchor ( c) 2003 HIIU AG, FL-9494.Schaan Hilti ls a reglslored Trademark of HIIU AG, Schaan 1.':.:111:s:.:1 0:>moany: Sheet3of5 Specifier: Proiect: l.mrapplicatlon Address: O:>ntrad NJ.: PROFIS Mdlor 1.11.16 Phone/Fax: -I -Responsble: http:i/V\f'NN. ushilti. oom/ E-Mail: Location/Date:-/ 1/29/2009 Shear load Desgn values(lb] Proof LoadVua Strength 4>V0 Utilization Pv [%] = Vu/$V0 status steel failure 316 1526 21 OK P1:yout failure 316 2718 12 01( O:>ncrete edge failure in 1263 36552 3 01< direction x+ Steel failure v •• [lbJ If, $selsmlc $Y';8[1b] Yu.Pb] 3390 0.600 0.750 1526 316 Prvout failure <bond relevant) ANa[in2j ANoo[!n2] !;'cr,Na(in,] Oc,,N.[in.J c[in.J c.c[in.] 207.80 88.64 9.42 4.71 393:70 12.50 l<c,cr . \k,uncr,2500[ps} Kdl)' 'ti_cr[PS} 11<,max.cr[PS] l<cp 17.000 2285 1.00 1090 1767 2.000 '11g,Na0 \Jlg,Na \Jlec1,Na '\Jlcc2,Na 'l'p,Na '11ed,Na 1.516 1.140 1.000 1.000 1.000 1.000 N00[1b] If, $seismtc aN,sels $ <X-Yep[lb] V..[lb] 6420 0.650 0.750 0.650 2718 316 O:>ncrete edae failure indirection x+ l[in,] d0[in.] C1[in.] Avc[!n2] Avcotin2] I 3.00 0.38 262.46 14263.09 309994.42 I I I I 'l1od,V I '1'«.V I '11oc,v '11c,V I 1.000 1.000 1.000 1.000 vbpbJ If, 4'seJsmic (f,V0b8[lb] vu.fib] 1513200 0.700 0.750 36552 1263 Combined tension and shear loads J3N=f'{J~f'{, J3v=V.f~Vn I; Utilization·J3N,v [%] Status 0.383 0.207 5/3 27 OK J3NV=J3~+J3t<=1 or J3NV = (J3N + J3v) / 1,2 <= 1 Proof of 1he transnission of the anchor loads to 1he supports Transnisfon of the andlor loads into the ooncrete 01ed4ng the tramter of loads into the 6are material is required in aoo:,rdance 'Aith ACI 318! Shear res stance of base material Shear res stance of the base material mus: be cheded ac:mrcfing to relevant approval or standard! lnputdal!! and resulls must be checked for agreement v.ith the e)dsting conditions and forplausibllltyl PROFIS Anchor( c )2003 Hllti AG, FL-9494 Schaan Hittl 1s a registered Trademali< of HIIIJ AG, Schaan t:J] 5.:iiitl1-~_,_P_;_:_:e_n:_.: ________________ !_:""'";ed_ 8 t_~_o_f_s ______________ --1 Llser application l\ddress: Contract N::l.: PROFISAnchor1.11.16 1-P_h_o-ne/_Fi_ax:_. --,-_-------------+-Re-~_o_n_s-bl_e_: ---------------1 http:l/www.ushilti.oom/ E-Mail: Location/Date:-/ 1/29/2009 Warnings Condition A appliesvJiere the potential ooncrete failure rurfacesare crossed by rupplementary reinforcement proportioned to tie the potential concrete failure priS'TI into the &ructural member. Condition B applies Vlhere SJch rupplementary reinforcement is not provided, or Vlhere pullout or pryout s:rength governs Load performances of chemical anchors are strongly influenced by the cleaning method. Inadequate borehole cleaning= poor load values. The present verson of the s:lftware does not acx::ount for ~ecial desgn provisions for overhead applications Refer to related.approval (e.g. rection 4.1.1 ofthe ICC-ESR2322)fordetails · IBC 1908.1.16, requires that the governing design s:rength of an anchor or group of anchors be limited by ductile s:eel failure, if this is NOT the case, ACI 318-0 Section D.3.3.5 requires that the attachment thatthe anchor is o::innecting to the·s:ructure siall be designed s:> thatthe attachment wll undergo ductile yielding at a load level corre~ndingto anchorforcesno greater than the desgn s:rength ofanchors~ecified in AO 318-D section D.3.3.3, or the minimum design s:rength of the anchors shall be at leas: 2.5 times the factored fon:estransmitted by the attachment Fastening meets the design criteria! Input dala and results must be.checked for agreement with the e>isting condilions·and f~rplauslblllty! PROFIS Anchor( c) 2003 Hilli AG. FL-9494 Schaan Hill! ls a reglstoredTradomarl<ofHilti AG, Scnaan I :Jt~ ·---all Company: Sheet5of5 Specifier: Project: Usar application AddreSS'. Contract l\b.: PROFIS Anchor 1.11.16 Phone/Fax: -/ -Responsible: http://Ww,v, us hi !ti. com/ E-Mail: Location/Date:-/ 1/29/2009 Anchorplate, steel: CUS10M; ~ = 36000 ~i Section type: -no profile (0.00 x 0.00 x 0.00) 1-ble diameter dr = 0.41 in. RecOO'm:!nded plate·thickness: not calculated ' y LO N 0 cq -0 3 4 LO N .... (Q X r LO N ,,- C') LO N 1 2 <.O c:i 0.625 0.625 , 3.125 3.125 Coordinates Anchor I.in.] Anchorplate [in.] Anchor X y Anchor X y X y X y I 1 I -2.50 I -2.50 I 3 I -2.50 I 2.50 I -3.13 3.13 3.13 -3.13 2 2.50 -2.50 4 2.50 2.50 3.13 3.13 -3.13 -3.13 Input data and results must be checked for agreement with the existing conditions and forplaosibilll)'I PROFIS Anchor( c) 2003 HIIU AG, Fl-9494 Schaan Hllti is a registered Trademalkor Hilti AG, Schaan ~· ,GSSI Structural Engineers Isoton Tanks Bldg 1 9016A Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.136764 Longitude= -117.26982 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class 8 -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.131 (Ss, Site Class 8) 1.0 0.429 (S1, Site Class 8) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.136764 Longitude = -117 .26982 Spectral Response AcceJerations SMs and SM 1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D -Fa= 1.048 ,Fv = 1.571 Period Sa (sec) (g) 0.2 1.185 (SMs, Site Class D) 1.0 0.674 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.136764 Longitude= -117.26982 Design Spectral Response Accelerations SDs and S01 sos = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D-Fa= 1.048 ,Fv = 1.571 Period Sa (sec) (g) 0.2 0.790 (SDs, Site Class D) -·· - i N I er 180' ~ ,,,,. 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M.Griffiths . . . . . . . . .... -.. .. . . . _ . ¼1orJ .. .1~Aijll rvu~t _ GSSINO. DATE qo lb l±- /~zf--07 _ ., .... -.. .. . . .. -... , ... _ .. _, __ , --· --·-· .. , .... _, __ --.. -~... . -.............. -· --·-. ·---------. ----------.. -. ·---· -· ----. . . Z' 41.C? t=4~-r:JAy.. A~ .. ·· · ···-· ··-··-· ··-.... ·· · · ··-···· -··· · · · ··· c~cs· ~o ~ , .. c1t ·· .. · -··--.. -· · · -· · -...... ----· · --· ·· · · · ····· ··-··--- -·-··-·:-r'z-?;r-3,· c··0c.:· .... ---·--·-.. ·-···----·----.................. -· -........... ·-· ... ·-·· .... ·-· ............ . _ . !¾$le.:; . l ~o1f. 2. io9'1. t;.-~~. . /Zl71'/ CIJ(!/:Jz.-17:-( ~ .. : ....... "'"' li\-t-·. ""i73·.--1'3 :t: .;i.l"' +·-~--.--·:·-··· -·:-·: .. ·.·.· ... -·-. . .. -·. -· . . . .. . .. , -· ... -.. .. . ... -· .. ·- WG-'""11-1. '2-6-°I ~% .. -· · -·.... · · ---. . -z_·f..1) I b {.,. . L'" ... ' . .Tic,. .. ¥"": :l 1 . 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' .. _. nrvv~ -111~(1/1/r,,)" '.qii,- -Jw.~ (a , 4 '°'. Ii' d ! 1 1d \lJG<><>_ ( ?h, ), Jr-/:) /IL . . , '. AfcT v/(..,1,r-- -. ' SHEET_)-_-_2 __ PROJECT._:r:_;;:s_. °Tb:__~---1.0---"--N,_V,-_--~-__::_ ___ _ GSSINO. qt)/ bl/- Structural Engineers ENGR. M.Griffiths DATE ---- :.. .. .. . ..... -.. · ....... ____ ...... H~ i __ · ... Tu :.'.'2-:. _ .. ~. J -~ .. ?~.it .. -.... --~ .... e 0-)~ ... : ........ - 0 i1 (G') . '''' ..... •N " .......................... ,¥., ...... .. . . . '? t . .. . . . .. ... . . ... ___ . --·------... ____ .: _ ~ ....... 4.~ ... ~ ... )i 1q-~_ tcJ31 .... :wri1.. -~ tJ .. s .. · ~o.,'{ ..... -: s 11 .. · ~-e ___ _ --. ... -~~, ~ 5H"" U/. ~ift1 H:i"r~-t;~~ -1\lo,--· f\(~. 9JG_C:_ ~ . --.. . .. --. . -· . --. . . . -. -. . --.................. _,··:""'""" :".:"\i"~"'""jii%: --~'""i'1~·it : .. _ .......... · .. _ ....... : .... _ . . -·_ ..... . . .. . · _ .. __ -~ ~ .. ~.:.•~:-_I 1--~. • ---• . ) SE£ fl, !t; fl'--FLg; ·-··· - ....... _ f~ ~ 1.o'-4 4 6-i\t\> 0 t,rr~-ti . -·. · ..... . -· · ......... --... ·-·:·::·_ .. -v ..... _~--.. ·:-···.· ·-·: ....... · .. ~-· . . ·-· --~ ............. 4-.... -~~· .. J Al~:> Gr f:>7 ·olL- --~'-"-~--_-~--. ' -. . ,. -~-~~:. ---. .. -.. L .... ~ --·--\~_ .. . --. -·-·. --.......... ---.. -..... ,_ .. -· .,.,_, ... ,. .. ---....... -..... -----------.......... .. .... "'" . -"" -.. . . ... --... . 411 ij' .............. ·l9~-(b~·v·_... ...... . . . ..0~·-r,: ~ ~---~ ... ~ .. ( .. l\1 +-l~ \~ .. ~-0!2. -~ ~.c:.;i: ... :·:·_:· ... ---. . ----. -. . . . . . . .. -l . . . _· .t,~-~-~~~~ · ... -.~ ?_G~~tj(~~-~--\_,,\~_:tt~ l ~-.. : __ tf_'l ...... ~ :~ \, 11 ...., \, 'S ~~ . . . . ... ·:-~'v-ii\~-> · f~"-·11t{-·ht.-: ·,· tr¥-t-i~~, ~-> }.·1~ ~ ")()if.:. . e~; 1 "' '~,,; ·IY," ~ o/; -~,.._ . · . . ... --. . . . .· •........ · .......••• 'I,-~ ... .,,, "' ~-~;-~J~~\~ .: . -....... ·_ ~;:f' "; -~·or;. l ~ ~ ·v~'i-vi-.... ,'}t, ;~""I,. 4---S-e. .. (("' ct~\., ti· ;; t·t 1..-,:::(~ l.J93r application PROFIS Anchor 1.11.16 http://www.ushilti.rom/ Specifier's comnenl;s: Anchor type and size: Effective embedment depth: Material: Approval No.: Proot Stand-off installation: Anchor plate: Base material: Reinforcement: Anchor '/-3 Company: Sheet 1 of 5 Project: Specifier. Address: Contract No.: Phone/Fax: -/ -Respons bl e: E-Mail: '~ y Location/Date: -/ 1/29/2009 HT-RE 500-SD + 1-U\.S SlPER A 193 87-3/8, harrmer drilled hole he1= 5.00 in. (actual); he1, min= 1.50 in. ASTMA193 ICC ESR-2322 design method: AC308 eb = 0.00 in. (no stand-off); t = 1.13 in. CUSTOM; f\1< = 36000 ps; lxxlvxt = 6.25x6.25x 1.13 in. aacl<ed concrete 3000, fc' = 3000 ps; h = 18.00 in. installation rondition: dry; in-rervice concrete temperature short/long: 21 / O °C condition B; no rupplemental splitting reinforcement prerent edge reinforcement: none or < No. 4 bar 0 4, -,. <; X Ill C 0 rectionA X t=1.13:t=::;::.. ...... :;:::;:;;-----------? her=s.oo 0 0 LO , u------------------------ Q) rection B ~ , , (/) ',,, :..,.,_;' 0 0 ,, , ,,, , ... __ ""11'""'; ___ ,..._ ,,..._ -""'~ 393.70 5.00 393.70 rectionA ,4 Loading Governing loads[lb, in.-lb] N = 2080 MrO z Vx= 1263 M,:==O Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c )2003 H1lti AG, FL-9494 Schaan Hilli is a registered Trademalkof Hilli AG, Schaan Governing loads[lb, in.-lb] N 2080 V. 1263 V 0 M. 0 M 0 M. 0 Eccentricity (structural rection) [in.] e, = 0.00; ev = 0.00 y h = 18,00 Seisnicloads(aacled concrete aS:Umed; categoriesC, D, E, orF): yes ,:,,s. I C.Ompany: Sheet2of 5 Project: Specifier. l.a:lrapplication Address C.Ontract f\l::J.: PROFIS Anchor 1.11.16 Phone/Fax: -/ -Responsible: http://www.ushilti.oom/ E-Mail: Location/Date: -/ 1/29/2009 Load case {92veming}: Anchor reactions Pb] Tension force: (+Tension -Press.Jre) Anchor Tens on force Shear force 0 0 3 4 1 520 316 2 520 316 I 3 520 316 4 520 316 Tension ~ max. ooncrete oompre$ve &rain [%~: 0.00 max. ooncrete oompre$ve fires;; [psi]: 0 res.Jlting tension force [lb]: 2080 res.Jlting oompres:fon force [lb]: 0 0 0 1 2 Tension load Design values[lb] Proof Load Nua Strength $Nn Utilization ~N [%]=Nu.I$~ Status Steel failure 520 5448 10 OK Bond failure 2080 5436 38 OK C.Oncrete oone failure 2080 9022 23 OK Steel failure Nsa[lb] $ <l>seismic $N:a[Ib] N:a[lb] 9685 0.750 0.750 5448 520 Bond failure ANa[in~ ANao[in~ Ecr.Na[in.] Ccr,Na[in.] c[in.] Cac[in.] 207.80 88.64 9.42 4.71 393.70 12.50 l<c,cr ,: k,uncr,2soo[PS] Kdry i:1<,c,[Psi] ,:k,max,c,[ps] 17.000 2285 1.00 1090 1767 lj/g,NaO 'lj/g,Na 'Vec1,Na 'Vec2,Na 'l'p,Na 'Ved,Na 1.516 1.140 1.000 1.000 1.000 1.000 Na0[lb] $ ~seismic aN,seis $ aNag[lb] Nua[lb] 6420 0.650 0.750 0.650 5436 2080 C.Oncrete oone failure ANc[in~ ANco[in~ c[in.] Cac[in.] 400.00 225.00 393.70 12.50 'l'ec1,N 'l'ec2,N 'l'ed,N 'l'cp,N l<cr 1.000 1.000 1.000 1.000 17 Nb[lb] $ <!>seismic $Ncbg[lb] Nua[lb] 10410 0.650 0.750 9022 2080 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 Hilti AG, FL-9494 Schaan Hllti is a registered Trademark of Hilti AG, Schaan = I 1!5:iiD Company: Sheet3 of 5 Specifier: Project: l..Js3r application Address: Contract No.: PROFIS Anchor 1.11.16 Phone/Fax: -/ -Responsble: http://www.ushilti.oom/ E-Mail: Location/Date:-/ 1/29/2009 Shear load Desgn values[lb] Proof LoadVua strength $Vn utilization f3v [%] = Vu/$Vn status steel fai I ure 316 1526 21 OK Pryout failure 316 2718 12 OK Concrete edge failure in 1263 36552 3 I OK directionx+ steel fai I ure vs.[lbl $ $seismic $\f..[lb] v~.[lbJ 3390 0.600 0.750 1526 316 Prvout failure (bond relevant) ANa[ini ANao[ini e,,r,Na[in.] Ccr,Na[in.] c[in.] cac[in.] 207.80 88.64 9.42 4.71 393.70 12.50 l<c,cr "tk,uncr,2500[ps] Kdry °'1<.c,[Ps] "tk,max,c,[PS] l<cp 17.000 2285 1.00 1090 1767 2.000 \Vg,NaO \Vg,Na lj/ec1,Na lj/ec2,Na lj/p.Na "'8d,Na 1.516 1.140 1.000 1.000 1.000 1.000 Nao[lb] $ <l>seismic a.N,seis $ a.V~p[lb] v~a[lbJ 6420 0.650 0.750 0.650 2718 316 Concrete edae failure in direction x+ l[in.] d0[in.] c1[in.] Avc[ini Avco[ini 3.00 0.38 262.46 14263.09 309994.42 I I I I %d.V "'",v I %c,V %,v 1.000 1.000 1.000 1.000 Vb[lb] $ 4>seis~ic $Vcb9[1b] vu.[lb] 1513200 0.700 0.750 36552 1263 Corrtined tension and shear loads f3N = Nu/$Nn f3v =Vu/$Vn ~ utilization f3N,v [%] status 0.383 0.207 5/3 27 OK f3NV = f3t + f3t <= 1 or f3Nv =(f3N + /3v)/ 1.2<= 1 Proof of the transmission of the anchor loads to the supports Transnisfon of the anchor loads into the oona-ete ChecWng the transfer of loads into the basa matertal is required in aCOJrdanc.ewth ACI 318! Shear ress:anc.e of basa matertal Shear ress:anc.e of the basa material mus: be ched<ed aCOJrdi ng to relevant approval or s:andard! Input data and results must be checked for agreement with the existing conditions and forplausibilityl PROFIS Anchor( c) 2003 Hila AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Ler application PROFIS Anchor 1.11.16 http://www. us. hi lti. oorn/ Wlmings Company: Specifier: Address Phone/Fax: -/ - E-Mail: Sheet4 of 5 Project: Contract No.: Respons bl e: Location/Date:-/ 1/29/2009 Condition Aappliesw,ere the potential ooncrete failure airfacesare croS:ed by aipplementary reinforcement proportioned to tie the potential oonaete failure priSTI into the structural member. Condition B appliesw,ere aich aipplementary reinforcement is not provided, orooere pullout or pryout strength governs. Load performances of chemical anchors are strongly influenced by the cleaning method. Inadequate borehole cleaning= poor load values. The prerent verson of the roftware does not account for special des gn provis ons for overhead applications. Ref~r to related approval (e.g. rection 4.1.1 of the ICC-ESR 2322) for details IBC 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the care, ACI 318-DSection D.3.3.5 requires that the attachment that the anchorisoonnecting to the structure s,all be designed SJ that the attachment wll undergo ductile yielding at a load level oorresponding to anchorforcesno greater than the design strength of anchors specified in AC! 318-D section D.3.3.3, or the mini mum design s:rength of the anchors s,all be at leas: 2.5 ti mes the factored forces tranSTiitted by the attachment. Fastening meets the design criteria! Input data and results must be checked for agreement with the el<isting conditions and forplausibilityl PROFIS Anchor ( c) 2003 Hilti AG, FL-9494 Schaan Hilli 1s a registered Trademark of Hilti AG, Schaan c:JIS&J Company: Sheet 5 of 5 Specifier: Project: Usar application Address: Contract l\b.: PROFIS Anchor 1.11.16 Phone/Fax: -/ -Respons bl e: http://www.ushilti.com/ E-Mail: Location/Date:-/ 1/29/2009 Anchorpla1e, steel: CUSlOM; fy1< = 36000 psi Section type: -no profile (0.00 x 0.00 x 0.00) Hole diameter dr = 0.41 in. Reconmencled pla1e thickness: not calculated y J 1!) N <q 0 0 3 4 1!) N ..... cri X 1!) N ..... cri 1!) N 1 2 (0 ci 0.625 0.625 , 3.125 3.125 - Coordina1es Anchor pn.] Anchorpla1e pn.] Anchor X y Anchor X y X y X y I 1 I -2.50 I -2.50 I 3 I -2.50 I 2.50 I -3.13 3.13 3.13 -3.13 2 2.50 -2.50 4 2.50 2.50 3.13 3.13 -3.13 -3.13 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003 Hilti AG, FL-9494 Schaan HIil, is a registered Trademark of Hilti AG, Schaan Structural Engineers Isoton Tanks Bldg 1 9016A ~' ' Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.136764 Longitude= -117.26982 Spectral Response Accelerations Ss and S 1 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 1.131 (Ss, Site Class B) 1.0 0.429 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.136764 Longitude = -117 .26982 Spectral Response Accelerations SMs and SM 1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D -Fa= 1.048 ,Fv = 1.571 Period Sa (sec) (g) 0.2 1.185 (SMs, Site Class D) 1.0 0.674 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.136764 Longitude= -117.26982 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D -Fa= 1.048 ,Fv = 1.571 Period Sa (sec) (g) 0.2 0.790 (SDs, Site Class D) 206"~,-(APPROX) ' N I CUSIOl.tERTOPRmUea.T PAITERNfCftl.OAOCEU..S o· 180' roe HEM 'DEW ..., 40 41 ..-.. 44 .. ~ ~ fil!l!lllU!E!AI I 1• 1· 'lJi. 2• ~ _l_ -Le!. ·~-r.;;::r (2) IT ,.,. d. HOLES ' ~ 1· 1· 2½" :,r l ---L (2) T"T,,..-,-:= HOLES l~•J .J :z)i• ~ ,,. I I ---1::;::=:"' t 1·~ n1r ~ 11hl 1~ _ffi ·1 .42, ,,. Fl FYA.TION VlfW (SEE TOP HOO VIEYI FOR TRUE ORIENTAllON) I ADDER OEtAlt $ AG[ATQR N02ZLI; DETAIL 1/+· ";1'-1~ • r, • 10 TI 12 ,,-u--,2 ,. "ii 17 iii ,. I, I 20 21 22 23 ~,~ 26 2 27 28 29 30 lWIT 74674& 745712 ...... Cfl::ffBA1FA8RKWJ9t:IH9IES : l. PR00UC'llON iD PROVDt: PRom:noH f'OR AU. HOZZ1..£S Pl!lOR TO ~tfPMElfT, TANK MUST BE ADEQUATE:L'I' VEHlEO. 2. '11£1.0S&.MSIHTAHKHEAOS&SHEU.SHOtl..OEIELOCI.TED.'NHEREPOSSa.£TO AVOO Al.L N0221.£S. 3. ~ITAEt.£ ~ AH/OR V>DJLN Ra.IE/" VAI.VE{3) 1.11,1$1" BE mTAUED EN CUSTO)£R PRIOR llJ 'ltSSEL OPERATKlN. 4 M-IG£00LTHOI..ESTOS1RAOOUMAJORTJ.?.ICCENTtRt.tf£Sl/NU:SSNIICA1ED on!DIWISE AS SHOWN, 5, EXIERWL. 'l,flDS TO 8E GRN-10 TO 50 GRIT OH VESSEL LEGS, I.FT LVGS, 1W-oRAL. ANO LADDER WHERE Yl'EUIED TO VfSSa TO BE Btlm:tl CIDJ,I, VIEi.OS ON LEGS. BASEPI.AttS,, ANO UOOER/tw!OAAL Til Be ~ 81.ASTtO. 8. UOIJIO ENE 1'81ErRAIIT Tm AU. PROOUCT COHTNI.IENT WD.OllENTS. 7. AGITATOR ASSD'Ell.Y TO BE SHIPPED IN ORICl/<W. CONTNNER. a 'ID()OR FURNISHED AGITATOR LOADS: OCMHIJWl1320UIS TORQUE: 2101N. tBS. l!OlltlGIJOM£NT13.2001N,LBS. =-~-=:ME::: ~d~lf© ~~ ""'' fflmi.~ tult1I tD'I', ---l!l.l---=r DATA PU.TE OETJJL CUSTOMER APPROVAL STATUS APPROVED AS DRAWN.PROCEED 0 WrtHFABRICATION. APPROVeO AS OOTED. !:£VISE -n ANDPROCEB>'MTHFABRICATIOH, NOT AmOVED. REVISE AS NOTED 0 AND RESlll11T FOR APPROVAL. sumED ____ _ OAllo =:'l~I~ C(:OE. MECH 2008 "'""'"'4A05606500 HATERIAI. mt ~ 'vaDFJNISH :P,\IN_T !IHSIJUilffiNi ~CRAFT~ -:...:.....~.o.,::.~-;:...,,,., ~~~~ ... n= VESSEL. AlMOS 316 1600 GALS 60" ID X 120" SW BECKMAN COULTER CARLSBAD.!. 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T _ 9~ 9!) . •g ts7i, . --c-mi LEc; 9.5 . ,, 143 "' I 2!-S -20 .. !)6 ·e " !OJ;G lCUi ta.z .J.~ ,,,,... ( e-d•9lf' "· ' -. -r,::-N __ T> l:l.953J , ..... , , .,. ,,._,,_,__,_, Y.,61 :. (,:J3' '9tJ.!l.L..i..2.L!.u.-l---~ ~ ·--::,i24) ~roe_•·-~ 1 T,:; (4), ·nr ' '(2,155) v, ... \ ~~ ·~2: 4 152.4 !.27 '11?} ..... " 1 :i,-,y-,-- --i-1-... ·>:;,·,,;'a,• .. • ,-G: :nzt.""65-~1364~-i ~r oo mt <.cr:ie} :1:1. . _.:!, ~ t ~ ~ ~~. \"" •VI \I ... ,.,: .(l/16} : (.70~} {11/11j i {t/i) • :1 t/6\ YO~:~,. to~ ·~2 4 ' ·1so.J "77 -2§. ·---~ •4?):j:~0 .. J VJ l.ci:.5r,9! 7s, ,~ .. 961} ' 2"0 t: 'I ''10."S J f9C-.5-t5~~d. ·1 1•6 ~ d.10s.,,-..,, •f'T/z) f. (17'/2} m_ (s.ue) B 44:~ 14.... . :Z'.l 2;?.2 ! · ,.:, .>t, c: 3/•) _<pJ1__ii1___~(~1_ _i!_f.E ci:.,1·~1 :• 1.,-4J so,:;;. I 1,:s-: :rs· ·· r ;!<).t j , e , --r--:i,. g i :, ~ltt> (0115) U•m4l '·(: 37isi 1'5/.J :LO/f;i •· -_, "CS 147065:.1 -i -! -! --I --I -I -I -I ---I -I -'~~=-J .... -, ! •·~ ~~ I ---~-~-i -1- .D· IC j B I Aj -~ A i L ______ ---,--______ __,__,__.__.__~ A 4 3 2 -. SAN fllEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL Tl-l-CUPA HAZARDOUS MATERIALS DIVISION P.O. Box 129261. San Diego. CA 92112-9261 l-$0<)-253-9933 {619) 338-2222 Fax (619) 338-2377 HAZARDOUS MATERIALS BUSINESS PLAN CERTIFICATION l'he Qalifomia Health & Safety Code ( B&Sq, Divisioit 20. fJiapter 6.95, Si;cti.9.h 2;5505 nnwide11 (or the fnll<1wim,: The San Diego County. Department of Environmental Health. Hazardous Materials Division (HMD), as the administering agencv. requires a business that handles hazardous materials to submit the hazardou:. materials inve111ory, a li:-t of emergem:y contacts. und u site plan. in lieu of a <:omplete Hazardous Materials Business Plan (RMBP), only after the inilial submittal of tt <.:t)mplete HMBP. The ' business must ecrti fy that ll complete HMBP has· been prepared and is mt1imained at the site where the hazardous materlali: are stored. A complete HMBP mcludes the items to be submiucd to the HMD and an Emergcm:y Response Plan and Employee Training Plan, as established in H&SC Section 25504, The business must also annually certify that the HivfBP is current and mninmined on site. Sec : Back for instrnctiom, nnd further dal'ifkntion. · FACILITY ID# ,aUSINESS NAME {S~ul( 4' MflUT't' :-:A."-11·. ,•rim:. . o,.ini; nu,h'i:~,-A,1 Beckman Coulter BUSINESS SITE ADDRESS 2470 Farnda' Ave CffY Carlsbad L 1DENTIFlCATlON 0 7 8 9 5 JlH CA .ft. CERTIFICATION STATEMENT ,l W.l ZlPCOOB 9101{) HI~ l8J Cf\RCINOG.EN/REPRQDUCTIVE TOXlN ANNUAL RENl<:WAL WITHOUT CHANGES: This is un anuual n:ncwul tn certit)· tllat tbe list of c.a,clnogens and/or reprodudive toxins fast prm·idcd is u current list us SJlecilied in tbe San Diego County Code or Regulatory Ordinances Section 68.111.3. Check only one of the following boxes: 0 INITIAL CERTIFICA TTON: This is to certify (H&SC Section 2550S(e)(l)) that a complete HMBP, which includes the hazardous materials inventory, a list of .emergency contucls, a site plun, emergency response plan, and employee training plan, has been prcpru-ed and is mainuiincd ut the sjte where the Itazardous materials nre ston'<I . . l8J ANNUAL CERTIFICA110N WITHOUT CHANGES: This is nn nnnual cct1iikalion (H&SC Section 2S505{d)&(t:)(2)J that the HMBP, wbicb includes the Jwwrdous materials inw.mtory, a list of emergency contacts. n site phm. emergency response plau. und empluy1.-e traitUllf! plan, ls current imd im:ludc.'> all the information required. in H&SC Section 25504, and 25509, and is maintained at the site where the imzardous matcriuls /m: stored. 0 CERTIFICATION OF CHANGES/REVISIONS: Thjs is to ccrtily that the H:.VIBP has ht-en reviewed (H&SC Section 25505lc) & 25510) and all necessar,· cbangt'S/revisions have been made. The HMBP is currenl and is maintained at the site wJ1erc tbe hawrdous materials are. stored. Atlached ure chanj'!t'S to the hu7.ardous malcrials im·cntory 1md/or list ol' emergency contacts. For site map revisions, submit only the pages that bave a change or revision and atu1ch to this certification. This submittal Sllfisfies annual ccrti.lkntion re<1uirenm1ts spcdlicd in H&SC SecHon 25SOS(d}&(e)(2). As an ,\ulhorlzed Reprl'Sentilth'c, l t-crtify under the penalty ot'law, 11ml I have persollillly examim.'<l and am familiar with tlte information submitted and:believe Ille informution t<; true, aci.:urute., aud,1,,'0mplctc. By cheeking ,my of the boxes abovd ufso c,,."ertify that; a)11te'informat.ion contained in the ha.7.urdous materi:ds inventory most ra-ently submitted to the CUl'A ilr Administrutivc Agem.1• is comJllete., m.'t'Uratl!.1lnd up to date: h} There has lwcn no dumge bt the qt1iu1tity of luu.urdous materials ~rt<.>d in tlle most n-cently $ubmitted inventory; and c) AU hazardous mutcrfals suhjct1 to inventory requirements· • ted on thu m1>St re ,, ' tfiit1t'9 etllory. SlGNATUR' F 'NERf(}f'ERAT(llt-'0RJm ~~------,.~l)•A!!!TE~-----------------------t ~~~, Denn And rson 0 F I!' r C t,.! INSl'.RUC'l'IONS· TO Cl..ER,lCAL STAFF FOR HMBP ACCEPTANCE 0 SitcMap 0 *Emergency Contacts 0 *Chemical fnnmtory __ ! __ ! __ ___ ,,,,_,, I I *Note; lndknte the dare that th,· hwcntl'fy .mdi11r ER cvmaet iuformatio11 in the KIVA d,11:iha,,;; wui; 1·c,it'W1:d and 1:ha!li:!CS were submitted for prrn:cssing, If the iuvcnwry rmd ER c<mtact i11formmi11u arc cx:1ctly the ,tu'llc llS it I!\ rccurdttl in KI VA, no challgcs need m be ~uhmiucd, Hazardous MatdiiEi"Bii;:--iii~si•-1:i_n_Hc-·c-cp-tl_n_cc-<l~a-{e-\\~'il=11~,c diarigc7f«ithe"acccplancc dale 011 new ~itc map. A km.:r will he maikd·IO businc$S alter prm:cs$ing of site map up<latCb, 1----------''--------''-------------""----------"--'-------·--··------~ · HIRT SITE C** Spcdalist's Sigmnurc: (vnlyl\.'Q\lircd!h· 11\.'\vpfamorliir,:h,ll!!l.'SIO~'ilcn:.ip!\dlOnk,tllo\'Ctt<}t)',uxll/xem:,g1,,'!ll)','l'.lfl(a:.is) E FIRE DIST. __ REMARKS: ______________________________ _ * * If HIRT box is checked, follow HIRT pol icy to indicate on the inventory forms which hazardous materials make this a HIRT site. 32 HM-952 Package ( 12/06) HMBP Certification Form HM-953 (05-06) Check a License or Home Improvement Salesperson (HIS) Registration -Contractors Stat... Page 1 of 1 Contractor's License Detail -License# 377551 & DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations . .. ~> CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information . .. ;,> Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. "Y> Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. "* Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: Business Information: 377551 GOOD & ROBERTS INC 1330 PARK CENTER DRIVE VISTA, CA 92081-8300 Extract Date: 04/23/2009 __________ Business Phone Number: (7_6_0~)_5_98_-_76_1_4 _______________ _ _!:ntity: Corporation Issue Date: 07/02/1979 ------------------------------------------------------- Expire Date: _____________ 07~31/~0_0_9 __ License Status: Classifications: Bonding: Workers' Compensation: This license is current and active. All information below should be reviewed. C-9 DRYWALL B GENERAL BUILDING CONTRACTOR D34 PREFABRICATED EQUIPMENT CONTRACTOR'S BOND ·, ---" ~-,' • · · '• This license filed Contractor's Bond number 1503112 in the amount of $12,500 with the bonding company INSURANCE COMPANY OF THE WEST. Effective Date: 01/01/2007 _ Co~!ractor's Bon_ding History BOND OF QUALIFYING INDIVIDUAL -· : ,, ' . 1. The Responsible Managing Officer (RMO) CURTIS JACK GOOD certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 01/01/1980 This license has workers compensation insurance with the MAJESTIC INSURANCE COMPANY Policy Number: C20080643501 Effective Date: 10/01/2008 Expire Date: 10/01/2009 ~~_r~er~' Compe_~~~-ti~11_ History -----------------·---------------------------Personnel listed on this license (current or disassociated) are listed on other licenses. M#M+liiiMHMM N•@Gii,MW Conditions of Use I Privacy Policy Copyright© 2009 State of California https:/ /www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 04/23/2009 CB090280 2470 FARADAY AV BECKMAN COULTER-558 SF ~J1qj0Cf 2-/2o10~ i)J-09· --ro e :F-c:::!_ I tj~#--»4J f ~ ;;,;f1 /o'!J (:i>rre.e--J-,'? "'-[al'--e.) ~c.9~ ~Fe.. f/tf/oc; f(w. 4W"'"~- Lf (JJ /or /J'/Zlu;; ,\•\1>.l>'>'°~¾'~\.~.:,~~Gta,O~ .~\i>.s-J~/'2P\t> Approved Building Planning Engineering Fi~'e; "--:~ F.O.G. HazMat/ Air Quality Health Forms/Fees Sent CFO Fire FOG HazMat/Health Health LOA PFF PE&M AJA- School Sewer Stormwater Workers Comp. Comments Date Building "1../,c,, '-"" Planning I I Engineering "'·-~11'1,,,.. Need? /JA1'\~ I .t1G'..A >r1re 11v11rnu11/ ., Tl Application Complete? Fees Complete? Date a11!,t/oq - ~ "M-'o 9 .::,_2-:;;-09 ) -al z7Jntf( rl Rec'd Du v, Y, Y( y y ( y Y/ y' y Y( y y y y Date Date y N ·Y N