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2470 FARADAY AVE | 6200 EL CAMINO REAL; ; CBC2019-0390; Permit
Building Permit Finaled Gity of Carlsbad Commercial Permit Print Date: 05/22/2020 Job Address: ' 2470 Faraday Ave Permit Type: BLDG-Commercial Parcel No: 2090412600 Valuation: $69,765.00 Occupancy Group: B, F-i # Dwelling Units: Bedrooms: Work Class: Tenant Improvement Lot #: Reference #: Construction Type VB Bathrooms: C Orig. Plan Check #: Plan Check #: Permit No: CBC2019-0390 Status: Closed - Finaled Applied: 08/13/2019 Issued: 12/11/2019 PermitFinal Close Out: Inspector: LStor Final Inspection: 05/22/2020 Project Title: Description: BECKMAN COULTER INC: 1,500 SF T.I. OFFICE AND FACTORY TO OFFICE FACTORY Owner: BECKMAN COULTER INC 11800 Sw 147Th Ave C/O Kaye Williams MIAMI, FL 33196 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $494.60 BUILDING PLAN CHECK FEE (BLDG) $346.22 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $60.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) - $476.00 FIRE Special Equipment (Ovens, Dust, Battery) $417.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 5B1473 GREEN BUILDING STATE STANDARDS-FEE $3.00 STRONG MOTION-COMMERCIAL $19.53 Total Fees: $1,861.35 Total Payments To Date: $1,861.35 I Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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. I 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division . 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Pagel of 1 (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check -o3qo Est. Value 11*. QJ PC Deposit Date Job Address 2V70 14VfY Suite: 6L1 2- APN: Tenant Name: 7?zC44ZA1'4v(/ Cl/Project #: Lot #:________ Occupancy: B1 Ft Construction Type: Fire Sprinklers9h/ no Air Conditioning: Cyes )/ no BRIEF DESCRIPTION OF WORK: -7,/T-10 /? 1 1" 7? /,t'fr1it L41 11-0aP - 14-.i*te' fr_ U) 17-' 4 11J ' iV ri-ii (/))P-7u El Addition/New: ___New SF and Use, New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) Tenant Improvement: SF, Existing Use P1 ?/ Proposed Use 13. F,' SF, Existing Use Proposed Use El Pool/Spa: é," SF El Solar: 9 KW,._____ Additional Gas or Electrical Features? , 11 Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) Name: Address: 30-9- bt6rV14yJD 't'4v' City: /4-fD State:(*"Zip: 9? Phone: b'?' 92 l/23y Email: cff t! -v4;'k7J COr'i I, PROPERTY OWNER Name: Address: City: State: Zip: Phone: Email: DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: ./) &U/44t4/ W7/i-.5zr Name:Pii"i'WY 4Ne.r-c/ Address:______________________ Address: / DeiWi/ L'-9.Y 6 ti/lZ City: State: Zip: City: a E41'-" ate:&1_Zip: 72o 2-0 Phone: Phone: 6 If 77/ Email: Email- Tt 1 oq A!!~e QLZWErzaL "Ca VV1 Architect State License: 4~3O$/ 7 State License: 3 Bus. License:tM1512.1__ (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 file a signed statement that he/she 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/she 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)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingcarlsbadca.gov B-2 Page 1 0f2 Rev. 06/18 (OPTION A): WORK?RS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. O I have and will maintain worker's 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 Cpmpany Name: Policy No. \.J9 S'o7..)? frit '2.- Expiration Date: I O Certificate of Exemption: rify that the performance of the work fo7 1 Lhc1 is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties, and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: t'zft ( ' (OPTION B): OWNER-BUILDER DECIMATION: I hereby affirm that I am exempt fr9n'(Contractor's License Law for the following reason: O I, as owner of the property or my ejp!oyees 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 Coeflhe 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 emp)oees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, th,Øner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the pdrty, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Licent.aw does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to theft'ontractor's License Law). O lam ex9tcipt under Section Business and Professions Code for this reason: I perdhally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (dS,e / have not) signed an application for a building permit for the proposed work. 3.)4iave contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): l 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): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTIOI(1NDING AGENCY, IF ANY: I hereby affirtt there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Ime: Lender's Address: ( Is the applicant or future buildinpupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 255955533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicantZ THrESOcFtF iding occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to ed within 1,000 feet of the outer boundary of a school site? Dyes 0 No IF ANY OF THE E YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENT ICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: 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 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 AGAINSTSAID 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 permit issued 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 such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 days 4446.4.4 Uniform Building Code). APPLICANT SIGNATURE: DATE: '-' ( _/9 1635 Faraday Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcCarlsbadCa.gov B-2 - Page 2 of 2 Rev. 06/18 Building Permit Inspection History Finaled (7city of Carlsbad Permit Type: BLDG-Commercial Application Date: 08/13/2019 Owner: BECKMAN COULTER INC Work Class: Tenant Improvement Issue Date: 12/11/2019 Subdivision: PARCEL MAP NO 13958 Status: Closed - Finaled Expiration Date: 09/09/2020 Address: 2470 FARADAY AVE IVR Number: 21040 CARLSBAD, CA 92010-7224 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 0113012020 0113012020 BLDG-15 Roof/ReRoof 117866.2020 Failed Luke Stomo Reinspection Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready No 02I0312020 02103/2020 BLDG-IS Roof/ReRoof 118218.2020 Passed Luke Storno Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof frame and curb No 03/09/2020 03/09/2020 BLDG-16 Insulation 121756-2020 - - Cancelled Tony Alvarado Reinspection Incomplete BLDG-44 121755.2020 Passed Tony Alvarado Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency March 9, 2020-mechanical ducting sealant Yes Scope of work-approved. 03/13/2020 03I13/2020 BLDG-34 Rough 122209-2020 Passed Tony Alvarado Complete Electrical 05/04/2020 05/04/2020 BLDG-Fire Final 126465-2020 Passed Adalmira Maldonado Complete Checklist Item COMMENTS Passed FIRE- Building Final Completed fire alarm duct detection and fire Yes sprinkler final 05/21I2020 05/21/2020 BLDG-Final Inspection 128257.2020 Cancelled Tony Alvarado Reinspection Incomplete 05/2212020 05/22/2020 BLDG-Final Inspection 128348-2020 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Friday, May 22, 2020 Page 1 of 1 EsCd A SAFEbulit Company DATE: 10/17/2019 U APPLICANT U JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0390 SET: II PROJECT ADDRESS: 2470 Faraday Ave. PROJECT NAME: Fume Hood Installation Beckman Coulter Building 2 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El 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 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. Li The applicant's copy of the check list has been sent to: Darren Machulsky Architect EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. L Person contacted: Darren Machulsky Telephone #: (609) 462-4234 yate'ontacted: - fl- cjb:Tt Email: dmachulsky©yahoo.com Ma Telephone Fax In Person Etc1ARKS: By: David Yao Enclosures: EsGil 10/10/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGi.1 A SAFEbuiUCompany DATE: 8/22/2019 JURISDICTION: City of Carlsbad O APPLICANT E3 JURIS. PLAN CHECK #.: CBC2019-0390 PROJECT ADDRESS: 2470 Faraday Ave. SET:I PROJECT NAME: Fume Hood Installation Beckman Coulter Building 2 fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El The plans transmitted herewith will substantially comply with the jurisdiction's 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 until corrected plans are submitted for recheck. E 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: Darren Machulsky Architect EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Darren Machulsky Telephone #: (609) 462-4234 Date contacted: (by: ) Email: dmachulsky©yahoo.com Mail Telephone Fax In Person E1 REMARKS: By: David Yao Enclosures: EsGil 8/15/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92,123 • (858) 560-1468 • Fax(858)560-1576 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2019-0390 JURISDICTION: City of Carlsbad OCCUPANCY: B/Fl USE: office/ manufacture TYPE OF CONSTRUCTION: VB ACTUAL AREA: ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 8/13/19 ESGIL CORPORATION: 8/15/19 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 8/22/2019 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of 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 disabled. 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 2016 CBC, which adopts the 2015 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 2015 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) where 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. [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0390 PREPARED BY: David Yao DATE: 8/22/2019 BUILDING ADDRESS: 2470 Faraday Ave. BUILDING OCCUPANCY: B/Fl BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) fume hood per city 69,765 Air Conditioning Fire Sprinklers TOTAL VALUE 69,765 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: P1 Complete Review fl Structural Only fl Repetitive Fee Repeats 0 Other Hourly Hr. @ * EsGil Fee I $318.311 Comments: . Sheet of Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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 and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 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 307.1(1) and 307.1(2). 2. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." To speed up the review process, please 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. 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. Have changes been made to the plans not resulting from this correction list? Please indicate: IJ Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; 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. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I ARCHITECTURAL P&M ITEMS Please provide a narrative on the work that is to be done within the new fume hoods. Specify what chemicals and materials will be used. Include a separate floorplan and a Technical Report as described in CBC 414.1.3 for "H" occupancies. 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. Clearly show the amounts for each type of hazardous material to be stored and in use. Clearly show the locations in the building where each type of hazardous material is being stored or used. Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Please specify the purpose of the water and waste connection to the newly proposed fume hoods. For the waste connections, please provide the proper vents per CPC Chapter 9. For the condensate line, please show the indirect connection to the approved waste system on sheet P2.1. (i.e. where the approved plumbing receptor is located). On sheet P2.1, please specify if the shown 1/2" existing domestic cold-water line will be utilized. If so, make sure to detail the protection against contamination. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Please correct keynote #1 within the DOAS schedule to state supply duct, not return duct. For the exhaust fan shown on sheet M2.1, please provide a keynote that states to see detail #4 on sheet M3.1 for discharge specifications. Regarding the termination of the fume hood exhaust, please show compliance to the parameters specify within CMC 502.2.2 (i.e. 30' from property line, 10' from openings, 30' from combustible walls). Within the mechanical plans, clearly specify the type of fumes that will be exhausted. Show compliance to CMC Section 505 & 506: State the product-conveying classification. Show compliance to CIVIC Table 505.4 for mm. velocities. Show compliance to CIVIC 506.2 for construction. Show compliance to CIVIC 506.4 (if applicable). Show compliance to CIVIC 506.6 (if applicable). Show compliance to CIVIC 506.7 for duct clearances. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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. STRUCTURAL CALCULATIONS DATE: JULY-22,2019- PROJECT: BECKMAN HOOD RELOCATION 2470 FARADAY AVENUE :CA1JSBAD,. CA 920:10 ARCHITECT. DARREN MACHULSKY. 3:508 'WOODLAND WA-Y,-4 CARLSBAD, CA 92008 JOB: J19344 858.535.9111 fa 858.535.1989 www.Ioveiaceeng.com 5930 Corriorsone Court W. suite 100 ego, CA 92121-3 cw~ Rot • O3v O LOVELACE LL l ENGINEERING Structural Engineering Servces 5930 Cornerstone Court W Suite 100 :S-an Diego. CA921213772 phoni,858.535.9111 ' fax858.535.1989., www. IoveIaceéng.corn OF CALCULATED BY- DATE____________________ CHECEPBY DAYS.___________________ SCALE TABLE OF COr. TENTS susJcT 1E6N CRITERIA ........................................................................................... PESIN LOAD'S ................................................................................................... - J • I VERTICAL 4NALY5I5/0E16N .....................................................................................................____ LATERAL AN4L/CEICN ............................................................................. FOUNDATIONS / RETAINING WALLS: ................... ................. .. ...................... .... ......... ................... _: STRUCTURAL NOTES / 6CI.4EULES I i5ETAIL6 (N14EE 4L1CABLE) ...................... TOTAL /8 LOVELACE ENGINEERING L Structural Engineering Services 5930 Cornerstone court .W. Suite 100 San Diego, CA 921213772 ,Mono 858.535.9111 • fax 858.535.1989 • www. love?áceeng.com SHEET N6. -• OF CALCULATED BY DATE CHECKED BY DATE SCALE DESIGN CRITERIA GOVERNING CODE- C6C 2016 CONCRETE: AC! 310-14 f'. c--2500 psi. NO SPECIAL INSPECTION REQ'D. (UN.0) MASONRY: INS 402-13 / AC! 53013 MEDIUM WEIGHT, ASTM CO3 f'm = 1500. psi, SPECIAL INSP.. REQ! MORTAR: ASTM C210, Fc=1800 psi, TYPE 5 GROUT: ASTM C416, f'c= 2000 psi ENFORCING STEEL: AST AI5, F: 40ksT FOR 4 AND SMALLER ASTM .A6IS, Fy: 6Oksl FOR 0 5 AND LARGER (Ui) STRUCTURAL STEEL: Also .360-10, 141W EDITION ATM Al2, Fyz 50 kal (STEEL SHAPES) U.N.O. ASTM ASOO, GRADE 8, Fy= 4ksT (STRUCTURAL TUBE) ASTM A53, GRADE 8,Fy: 35ks1 (STRUCTURAL PIPE) ASTM A36, Fy: 36 ksI (PLATES) BOLTING: A301, SINGLE PLATE SWEAR CONN. A325-N, A404J HIGH STRENGTH, SINGLE PLATE SWEAR CONN. WELDING: E10XX SERIES-TYP., EO SERIES FOR AI5 GRADE 60 RE8AR SWOP WELDING TO BE DONE IN AN APPROVED FA8R!CATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION. WOOD: N06-I5 GLULAMS: DOUGLAS FIR LARCH 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-V8 FOR CANTILEVER CONDITION SOIL: ALLOWABLE SEARING PRESSURE 2 ACTIVE SOIL PRESSURE a - pcf AT-REST SOIL PRESSURE (RESTRAINED) : - PASSIVE SOIL PRESSURE 0 - pf LATERAL EARTHQUAKE PRESSURE =- pr COEFFICIENT OF FRICTION 2 - 0 EXISTING NATURAL SOIL PER CSC TABLE 10062 SOILS REPORT 8Y- PROJECT NUM5ER: DATED: 121~$an LOVELACE Structural Engineering SeryuceS 5930 Cornerstone Court W. Suite' 100 Diego. CA 92121-3772 phone 858.535.9111 • fax 858.535.1989. imw. tovelaceengcorn. JOB '8HEETNO. t OF CALCULATED BY DATE CHECKED BY DATE SCALE - DESIGN LOADS ROOF DEAD LOAD: ROOFtNC ( - ) ............ ............ . . pr SHEATHING . ............ . . ... .................... :.' ...... RAFTER/CEILING JOISTS OR TRUS5E ..... ...................,. INSULATION .......................... . ....................... 1.5 DRYWALL ........................................................2. 1 10 OTHER (ELEC., MEC.,. MISC.) .. ........................... TOTAL DEAD LOAD: 15.0 psi LIVE LOAD: (ROOF USE .ER IC TABLE 101.1) Pef TOTAL LOAD: .Ope.f EXTERIOR WALL STUDS........................................................... to ps DRYWALL-........................................................ 2.5 INSULATION .....................................................Is EXTERIOR FINISH ( _•it.a ) .................................... 10 0 OTHER (MISC.) ................. ., ................................0 TOTAL LOAD: U00 Pof INTERIOR WALL STUDS ................. .................. .......................... ..!.Opsf DRYWALL ............. .. ..; . .................................. 50 OTHER (MISC) ................................................10 TOTAL LOAD: 1.0 per I LOVELACE ENGINEERING - SHEET NO. OF Structural Engineering Services CALCULATED BY 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 CHECKED BY. phone 858.535.9111 • fax 858.535.1989 • v6ww.lovelaceeng.com SCALE VERTICAL ANALYSIS / DESIGN LEVEL: ________________________________________ MEMSERS: Jft /Jü ç7 ISEE CODE CHECK CALCULATIONS THAT FOLLONI MARK- R- - SPAN= GRID LINE: 0 FULL SPAN UNIFORM LOAD NI D_6!.........______ -------------..--- = (p1) L = (ii_P.)Lr. I. T' 142 D: _D (p1?) L: _Lr, L J W3 =i?D (p1?) L: lag Lr. L 4._ Pt . ______........ = _° Maximum Reat1one (Jbs) 6)L: _Lr. L DLr L Rj (1b5) L:- _i_.........__ Rr- - USE: 'E)-tC OR, DATE DATE MARK: SPAN: 2-0__i1 GRID LINE: NI D (/5 .ce3(''4.) 20 D (pfr) L=JF'j =Uc Lr, L (plr) L= Li. L 143 Dc D (pir) Lz PI D: p (tb:)L = Li, L P2D: p (Ibs) L= = Li, L 4) &9N 1& F\.AtcOR_____________________________ I J FULL -SPAN UNIFORM LOAD .i_______,i Wi 4 .1'I 1 41 a Maximum ReaGtione (Ibe) P Lr L Rr SPAN: i - GRID LINE: ______ FULL SPAN UNIFORM LOAD NI D:(/c-tM #t _. (p1?) Lm fzo pgf _'') _40 Li,L- k2 : (p10 L: Li. L W3 D= (pit) L:- Li, PID: = p (Ibe) L: = ir. = p (b) L: I-i, L USE: (Z) lx4 OR Q" 2'1 I -1• Maximum Reactions (Ibs) Lr L Rl Rrn :ProjeçtTitle: BECKMAN:HO.Qq RELOCATION g.ij— .SGS 'Projept ID J19344 Project Pescr: STEEL .Sectjon: Vi24x68, 'Fully Baced... . . Using Allowable StrengthDesign with IBC2O15 Load' Cb ominations, MájorAxisB.endihg, Fy . 50.0 ksi E 29,000.0ksi Applied Loads: Beam self weiqht calculated and added to loads Unit Load 0=030 Lr0240klft Trtb= lOft Unit Load 0=02810k/ft 150to950ft Tnb= lOft Unif.Load: 0= 0.1580k/ft, 2450 to 2&50 ft,Trib 1'.0.6 DesignSummary Max.fb/FbRàtic 0.653: 1• Mu.AppIied ... 288.539k-ft at 29.20Oft iA.Span.#'i MA rOmega Allow 44161.7 kft +Lr+ LoadComb : +D+Lr+H `k fvlFvRaiio . 0105: I Vu : Applied . 20.647k: at 0.000 ft in'Span.# I Vn / Omega :Allow 196.710 k Load comb: +D+Lr+H Max Reactions (k) fi. L .Lr . S W E 'LeftSupbrt 13:45 720 Right Support 1154 720 H Max vetiections .. .. Transient Downward 1326'ifl Total Downward 3342 in, Ratio 543. 203 LC: Lr.bhly LC; +D+Lr+H Transién(ilpwarci 0.000 in Tote! Upward 6.060 in Ratio Rati .9.999 . LC: LC: h ASbE'7-1O Load,Cornbinations, Major Axis 0-ending Wood Grade: No.1 1.00.0 psi Fv 1800 psi Ebend-xx 1,700.0 ksi Dehity 31.210'pbf 62.0:psi Ft 675.0 psi Eqiinbend - xx' 620.0 ksi WoodSpecies: Douias Fir - Larch Fb-Tension 1,oQo':o.psr Fb- PHI Fb - Conipr 1,000.0 psk Fc - Peip, Applied Loads. Bearn'sef weightcalculäted and- added, tioads Unit Load: P = 0.120, Lr = 0.160 k/fL Tnb= Unit Load: 0 = 0:141,0k/ft 0.0 to40 ft. Trib= 1.0ff Design Summary Max fblFb RatiO = 0916 I tb Actu!: 1,104:30, psi at 9:800.f #1 Fb : Allowable: 1,205.4rpsi Load, Comb: D+LrkH Mak fv/FvRatio = 0.270:1 fv.: Actual; 60.65'0si at 0.0001 in Span #1 Fv: Allowable':: 225.00 psi LoadComb: +D*Lr+H Max Reactions (k) fl L L[ W :E Left-.Support '1.87 1.60: Right Support 1.42 1:60, D(o.:1:41q) D(0120)Ljo16O) 6x14 20.0 ft ' Transient Downward 0.302 in Total Downward 0.584 in Ratio 794>360 Rtio 410 >180 .LC: Lr.OnI LC: +D+Lr+H Transient Upward ;0.000'in Total. upward 0.000 in. RatiO 9999 Ratio 9999 LC: LC: ProjectTitle: BECKMAN HOOD RELOCAJIQN Engineer SOS Ppject.!D.. J19344 ProjEct.Dèsci:. Uig Allowable Sfreis Design with ASCE ,7'10 Load Combinatiàns, Major Axis Bending Wood Species Douglas Fir Larch Wood Grade NP .2 Fb Tension.9000 psi Fr PrIl 1,350.0 psI Fv 1800 psi Ebend 1 6000 ksi Density, 31 210 pcI Fb Compr 90U.0 psi kPerp 626:0 psi Ft 5750 psi Eniinbend xx 580 0 ksi ApplledLoads Beam self weight calculated and added to loads UnifLoad D=01710 Lr=0040 Will, Tnb=lOft Design Summary :MaxfblFb Ratio 0.7111:- fb Actual 746 27 psi at 4.0Q0 ft in Span #1 Fb : AHOwäblE 1048;91 psi Load Comb.: Max ft,/FvRatio.= .0.234: 'i, N: Actual,: . 3791 psi at 0.00,Q#* in'Span •1 Fv : Allowable': 116200'psi Load Comb: Max Réactióris (k) D L LL , Left Support 0.71 0.16 Right Support 0.71 0.16 i...ijs. Transient Dowiward 0.0371ñ Total Doñthrd 0.21 In, Ratio 2585 >360 Ratio . 478 >180 Lç Lr Only i.C:.+D+Lr+H Transient Upward .0-000 in Total Upward 0.000 in Ratio . 999 Ratio 9999 LC: LC:' 7/22/2019 U.S. Seismic Design Maps 2470 Faraday Ave,Carlsbad, CA 92010, USA Latitude, Longitude: 33.1376505, -117.26893870000004 SKLZ Aft Carlsbad BrewSupply 9 El Camino Rental BeckThn Cóuiterinc J1 cg me ba'qhc spectrum9 : i/'Slatepark..9V 9 çoncentra Urgent Care / :3 i. V A!phatec.Spine Faraj, Google ' : . ..) Map data 02019 Date Design Code Reference Document Risk Category Site Class ...... 7/222019,11:19:08 PM ASCET-10 11 0-Stiff Soil Type Value Description Ss 1.054 MCER ground motion. (for 0.2 second period) S1 0.408 MCER ground motion (for 1.0s period) SMS 1.137 Site-modified spectral acceleration value 0.65 Site-modified spectral acceleration value SOS 0.758 Numeric seismic deslgnvaiue at 0.2 second SA SDI 0.433 Numeric seismic design value at 1.0 second SA Type Value Description Soc o Seismic design category F8 1.078 Site amplification factor at 0.2 second F 1.592 Site amplification factor it 1.0 second PGA 0.404 MCEG peak ground acceleration FPGA 1.098 Site amplification factor at PGA PGAM 0.443 Site modified peak ground acceleration TL 5 Long-period transition period In seconds SsRT 1.054 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.073 Factored unIform-hazard (2% probability olexceedance in so years) spectral acceleration SO 1.5 Factored dètemiinlstic acceleration value. (0.2 second) S1RT 0.408 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.394 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 seconds PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.983 Mapped value of the risk coefficient at short periods CR1 1.035 Mapped value of the risk coefficient at a period of 1 a https://selsmicmaps.org 1/2 7122/2019 U.S. Seismic Dó&gi Maps 2.5 6.0 7..5 Period, T (sec) - Sa(g) 2.5 5.0 7.5 Period, T (sec) - Sa(g) DISCLAIMER While the Information presented on this website is believed to be correct AQQ IQ$1 and its sponsors and contnbutors assume no responsibility or liability for Its accuracy, The material presented In this web application should not be used or relied upon for any specIfic application Without competent examination and verification of Its accuracy, suitabilily, and applicability by engineers or othef licensed professIonals SEAOC I OSHPD do not intend that the use of this infOrmation replace the sound judgment of Such competent professionals, having experience and IcnoWlOdge in the field of practice, nor to substitute-for the standard of care required of such professionals In interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstle httpsllseismicmaps.org 212 MCER.ReéponeSpectrum 1.5 1.0 0.5: 0.0. 0.0 Design Responso Spetrurn 0.8 0.6 0.4 0.2 0.0 0.0 L LOVELAC ENGINEERING Structural Engineering Services 930 Cornerstone CàurtW Suite IOU SÜnDiegOjCA 92121'3772 phone, 858.535.9111 Ian 8583351989 v.vIvelceegom SHEETPJO.- oF__________________ CALCULATED BY . .. DATE. CHECKED BY. DATE SCALE 1W Ac O\i1!\ 14 6 _ ap [— If p."iVN . . . . ) .. . . .. Up L' (.)•(j,4 X 4 /z ) çnj 1-L-. : ( b.t-c.- (iI. I * '11',c2,'I Dr I .... I L LOVELACE ENGINEERING - Struótural Egineethi 5930Cornerstone Court W, SUe7fO San Diego, CA-92121-3772 phoiie 858.535.9111 fwr858.535.1989 • wWw.lbvelaceen JOB SHEET Md. • OF CALCULATED ey DATE____________________ CHEOED BY • DATE____________________ TABLE OF CONTENTS. SUBJECT 5ET DESIG7CRITEIA .•............................................................................................................. !SN LAP ....... - vETICAL ANALYB!S/DESIGN ................ ........... ........ ......;.. ...................................- 3 LATERAL ALYS/!ESIGN ............................... . ............. .......... ................................ ...........____ POUWEATI6N5 / RETANIN ALL5 ..................................................................................• — 5TUCtURAL. NTES /SC44E1ULE& / DETAILS kI41ERE APPLICABLE) .......... •. TOTAL / iT I LOVELA:CE . ENGINEERING Sti-ucturat Engineern SérVeS 5930 Cornerstone Coijii.W. suite 100 San Diego CA9212-3772- pl1oho58535.91 11 i fax 858:535.1989 • www. tovelaceeng:com JOB. SHEET,NÔ. CALCULATEDBV DATE CHECKEOBY DATE____________________ SCALE DESIGN CRITERIA: GOVERNING CODE CC 20I ACI 31S.4 r':caØ NO SPEOIAL INGPECTION REQ. (tJiW) t104SON: Th1S.402-I3 /Ad S3Ø-13 11EDkUt WEGe-4t ASTM cø. T'ms I'øø pSJ,fFECIAL NP.. REQD MORTAr- ASTM .C210, r'c= 1800 psi, TYPE GROUT;. AStVi .C4i, rc.=2000 Pat EI ôItG STEEL: ATh A15, Fy 4TOR 4 AND SMALLER, ASTM :A, F: .Øk1 FOR 5 /*b LAER, (UN) tRUTURAL STEEL: AISC .3@0-I0, 14TH ED ITIO ASTM A512 F.yz 50 kal (STEEL SHAPES) UJ.LO ASTM A500, GRADE. 8, F= 4ks'T (STRUCTURAL TUBE.) ASTM A53, GRAVE 13, fy = 35ksl (STRUCTURAL E) ASTM A3, Fy- 3•f (PLATES) OLTING: A01., SINGLE PLATE SHEAR CONN. A32-N, M044 HIGH STRENGt44, SINGL PLATE SHEAR. CONN. WELDING; EiO)O( SERIES-TYP.E'Ø SERIES FOR A61' CRADE toO RE8AR SI-lOP WELDING TOME DONE IN AN. APPROVED FA1R1CATOR'6 Si-4 FIELD WELDING. TO WAVE CONTINUOUS SPECIAL. INSPECTION. IPOQP: GLULANS: DOUGLAS FIR LARCH 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-VS FOR CANTILEVER CONDITION SOIL: ALLQLUALE PEARING FR$SUR,E : _- s.f ACTIVE SOIL PRESSURE. AT-REST SOIL. PRESSURE (ESTRANED) - pc1 .PAS5VE SOIL ME68URE pcf LATERAL EARTHQUAKE PRESSURE. pcF cOEFFICIENT OF FRICTION C31 ExISTING NATURAL SIL PER SC TABLE 1S0 SOILS REPORT B: PRoJECT NUME: DATED: Ii.L2L2 rTr LOVELACE ENGINEERING _____ :truc.tura! Engineering ryice j 5930ConerstneCouEt W. Suite 100. San Diego. CA92121-3772 phone $58$35.91.11 fax 858.535.1989 i:io6e1èceen:com jàa CALCULATED 8Y DATE__________________ CHECKEb BY DATE cAI.E DESIGN LOADS DEAD LOAD.: iöoN&( r-LkP ).• ........... . ........... "......S,6 Per SHEATHING ............... .. .................................. AFTER'CEILING JOISTS O TRJSE$...........................3.r INSULATIQ .. ..................................................... is rYu.ALL ... • ... .•.................. . .-, • •. , . . ..... 2.S .OTI-Et (ELEC., MECR, :r-flc . .... ........,4.0 TOTAL A . -LIVE LOAD: (ROOF U5 .FE.JC TABLE 10.1) TOTAL LOAD: . E)cTERiO Ri WALL STUDS.......... .................... ........................... ........ 1.0 pp DRYWALL ............................. • ............... .•. ............. 2 IN5ULATIbN ................... . • .......................15 E)fO FINISH ( _ L ) ...........................• ........... .Oiç1E.R (MI 6C.) .................................................... TOTAL LOAD: . . 16.0 pvf INTERIOR WALL STUDS.................................................................... DRYWALL . ...;...'...;.,. .............. ...................,.. OTI-IER (MISC).. ................................................. 10 TOTAL .LOA: . o psr LOVE LA E EN.INEERING StiuctUraI Eñgineerfrig Serviôes .5930 Cornerstôñe Court W. Sut&100 Saki Diego, CA92121377.2 S MEMO: . OF CALCULATED B'? cHEcIEDS'r.______________________________ DATE - LI phone 858535:9111 • fax 85B.535.1989 ' www.1ovéIceeng.con SCALE VERTICAL ANALYSIS 1 DESIGN. .MEMS ___ I5EE CODE CWECK. CALCULATIONS THAT FOLLO4j GRID ONE.-.______ cI.ULL SPAN UNIO. LOAD 41s PrF.., . 26-1 N2 I=_:•' ____ L. 154 J I L. :.4_•_4' PIP (iba)L: Li. 20thL US cE.) :M4Z SPAN'=0 _FT. '4I .(I' p.)(i'/i. . GRIP LINE; II2 P j , =Lr. L W3 Do D (PIN Li . - (Ib)L=. = i. F22 D (Ibs)L 4_._ •=Lr g'Ib& SPAN: 6- FT- GRID LINE.; FULL .SAN UNIFORM LOAD ?plr L: 42 : (plr) L p (pIe) L= . . .. . Pt D Lr. L P 2;D• L USE ) .26 NF 42. . OR_(c.$. I Maximum F. 4 ioie (ib) D Lr L Maximum Re tcbnø (fbs. Lr L 0 FULL :S.PAT4 .UNIFO1.LOAD .• vJ . . -. Ic' Maximu!fl ReactJons (Ib) p . Lr L R, Rn: ... ROOF REAMS Project'Title: BECKMAN HOOD RELOCATION Engi'ne,er SGS. 'Frpj LID:" J19344 PrOjeOtDscr. STEEL Section :W2068, 'Fully Braced. . . . Using-Allowable Strength-Design with-1130465 Load-combinations. MajorAxisBending Fy= 500 ksi E.= 2900D0.ksi Ann/led Loads: . Beam self we jqht calculated and added to loads -ft unifLoad 0=030 Lr = 0240k/it lrib 1.0 Unif Load: D = 0:2810:klft,t50t0.9.50ft, lrb=1;0ft Unif Load: D=0.1580:k/ft.24.50'to28.50ftJrib= 1.06 . -. Design Summa, Max fblFb Ratio' . 0.653:1 D(O 28fO' Mu Applied 280.530 Ic-ft at 29.200 It in Span #I Load Comb. +D+Lr+H . Mn LOmega .: Allow 441:617 kft MaxMFvRati'o Ô.105: 1' , . . . . . 600 ft Vu:.Applied 2.0.647k at' 'O.00Oft in.Span#i .. Vn /-Omega: Allow' '196.710k . . Load Comb •+DLrH . Max Reactions (k) D L Lr S W Left Support 1:3.45 - ' '7 ' . - Transient' Downward H Max Deflections 1.396-in Totl Downward 3.542 in Right&ipport 11:54 720 Ràp 54 . 203 LC: Lr Only LO: +D+Lr+li lrañsienf Upward 0.000 in Total Upward. 0.000 in Ratio 9999 'Rdtib , 999 La LC Using'Allowable StréS Design With $CE .7-10 Load CornbinatiQns., Major AxIá B'eñdin Wood.Speies: Douglas Fir J..ard'i " Wood.Gradé: No.,i. Fb - Tension 1,000".G. psi Fe PrIl 1,600.0 psi Fv 1800 psi Ebend- xx 1 7000 ksi Density 31 210 pef Fb - Compr t1000:0 Ps! 'Pc - Perp. 6250 psi Ft 675.0 psi' :Eminlend - xx '620.0 ksi Applied Loads. Beam-self weight' calculted and- added, toloads . . . uñilLoad: P =0.120, :Lr=0160k/,Trib= 1.0 ft . Uniftoad: D0.1410k/ft0.0to'40fiTtib 1.10 ft . Design Summary ' * hA'S - ' - . . iv,a)cui.nru ,-ado - 0:10;'1 ' ' ....- ...."T " D(O.14'iO) D(O 120) L(016O) -' .........- lb Actual 110430 psi at 9.000.1t In Span/i I _____________________ Fb:.Allowabie: ' ' . . 6x14 :' Max'.fv/FvRatiq = 0.270 :.1 , ,,, 20.0 ft f:Actual; ' 6065Psi at 0.000ft inSpan#'l ' r........'....- ..."•" - ................................. .............................. ................ Fv-: Allowable::' 225:00,psi . Load:ornb: +D-i-LrI-H Max 0es, Max Reactions (k) fl . . S ' Transient Downward 0.3:02 in Total Downward . 0.584 in Left.Support 1:87 ' '1.60: Ratio ' 7,94>360 Ratio , 410 >180 Right Spport 1.42 1:60. .LC' Lr Only LC: 4D+Lrl Transient Upward 0O00 'ii Tothl.Upwárd 000O in RatIo 9999' patio ' 9999 LC: LC: e I . Project Title: ECKFVAN HOOD RgLocnOu Engineer; SGS - .Projëct.lD Jj9344 Project Desc; IiI!M ize:. i-xb, awn, 17ully unoracea . . . . . Using Allowable Stres..Design with AS.CE 710 Load.Combinations, Major Axis Bending Wood Species Douglas Fir Larch Wood Grade t No 2 Fb - TensiOn 900.0 psi Fc Prjl 1,350.0 psi Fv 180.0 psi Ebend-.c 1;600.6 ksi Density 31.210:pc.f Eb - Compr . 9000 psi Fô - Perp 6250 psi Ft S7.5.0-0 Ecinb.end - xx. .580.0 ksi . Applied-loads. Beam sélf.weight calculated and added-to loads.' - UrifLoad: D=.O.1710, Lr=0049k/ft;Trib1.Oft . . .DesianSumniary . . . ._ ............. Max fblFbRatio = . 0.711:1at . .0 . . ..P...!l0.P4Q)........................-........................ 15:27 Pil. 400 ft in S pan # 1 Max.fv/FvlRatio= .0.234:1 .. fv Actual 37.91 psi at 0.000 ft in Span # 1 I Fv : Allowable: 16200 psi . _________________________________________________ Load Comb: LDH Max DeflectiOns Max Reactions (k) D L Lr S W 9. H Transient Downward 0037 in Total Downward 0201 in . Left-Support 0.71 .0.16 Ratio 2585>360 Ratio 478> 180 Right Support 0.71 • 0.1.6 . . • 'LC: Lr Only C::-D+Lr+H Tnansient lipwatd .0.000 in Total Upward. Q.OQQ iii Ratio .gggg Ratio 9999 LC: LC: ¼ ) L. Seismic Design Maps 2470 Faraday Aye.carIshad, CA 92010, USA Latitude, Longitude: 3313765Q5,:117.26893870000004 SKLZQ Carlsbad Brew Supply a,. 9 El Carnino Rental Beckm"an Coulter, Inc 'V eQ Spectrum 9 Slatepark9 / 9 Corcentra Urgent Care / Alphatec Spine Faraday A me Google Data 712212019; 1:19:08 PM Design code Rêrenceooc.um!nt. ASCE7.10 Risk Category Ii Site Class 0- Stiff Soil Value Description 1.054 MCground motipn. 0.2 second period) oAo8 MCErOufld motidn (for 1.04 period) 1.137 Sitembdifled spectral acceleration value. 065 Site-modified spectral acceleration value 0.758 Numeric seismIc design value at:0.2 second SA. 0433 Numeric seismicdesgn value at 1:0 second SA rype Value Descripten SDC D Seismic lesign category Fa 1.078 Site amplification factor at 0 second Fv 1.592 Slte.anpiiriUoh faàtor,ät 1.0seo6ñd PGA. 0.404 MCEG peak ground acceleration FPGA i:os Site amplification faCtor.at PGA PGAIs 0.443 Slte.rnodilied peak.groundacceteration 8 Long.petiod tfánstiónperlOdlksecOIdS SsRT 1.054 Frobibllistjoriskte,rgeted gipund motlop.(O.2 second) SsUH 1:073 Factbred:uni.form-hazard(2% probabllitP of Miceedance, in 50,yea1s)secfral acceleraliOn SO 15 F5ctor6d dètemtinistic acceleration ,alde. (oZsecond) siRT 0.408 probabilistic rtsk-tatgeted ground molten. (10.second) SIPH 0.394 athornd:uniif.orm-hazard (2% probabilltyotexceedanca in 60 years) spectral acceleration; Sib 0.6 FiOtired dófemiIn1iic accelaratloni vàiu (1.0second) PGAd 0.5 Factored detenlsticaccelemtlonvti1ue.(Peak Ground AcceleratiOn) CRC. 0983• Mapped valUe of the rIsk dcefflcientat short periods tRI Mapped value of the risk coeftcientta.pdod df is Ss. Si SMS SMI SOS 801 Map data 02019 .hftpsI/selsmicmapC.org 112 .J1 7/22/20.19 U.S. Seisthic Desiñ Maps 50 7.5 Period, T(sec) Sa(g) DesigflRespor%sO Specirum Pefloci T (sec) DISCLAIMER Wtile.the Information presented on Jtils website lsbeiievedto be correct. . /.c1jEQ. and. Its sponsors, and cdntribufers assume no rspônsibliltyor liability forks accuracy The material presented in this web application should not be used or relied upon fbr any specific application Without competent examination and verilicabon of its accuracy suitability and applicability by engineers or other licensed professionals SEAOC I OSHPD do not Intend that the use of this information replace the sound judgment of such competent profess onals having experience and knowledge In the field of practice nor to substitute for the standard ót:care required of such professiona!s in inteipreting and applying the results of the seismic data provided by this website. Users of the infàrmationfrorfl (his ehslteassume all liability.aiisin9 from 'uci'use. Use of th oUtput of this vmbsite,does.Aot.lm!y approval by the.governing building code'bodles'responsible for buiidlhgcode approial and intetptetatior! for the building sit described by!atltUdeiiongltide IocàUor In th'séah resulSofthlswÔSfie. httpsJlseisrnicmaps.org - 2/2 . LOVE'LAC 14 ENGINEERING 1E Structtirál En&neerin9Servi6es 41 30 CgrnerstaripCoyrtW .Suite IOU Sin DhrZ4 CA 92121-3712 ione. 050S35.91I1 fax 858.535.1999 wwwJdvcIaceesg.com JOB . . SHETIO. ccA-rEoay. .,,, DATE.__________________ CHECKED BY________________________ DATE___________________ ScALE Health 1;8si ence ocate TECHNICAL AND ADVISORY SERVICES ' ENVIRONMENTAL HEALTH AND SAFETY April 1, 2008 Doug Taniguchi Beckman Coulter, Inc. 2470 Faraday Avenue Carlsbad, CA Re: Bulk asbestos sampling of specific suspect asbestos containing insulation materials in specific areas of Buildings 1 and 2 of Beckman Coulter, 2470 Faraday Avenue, Carlsbad, Ca, performed on February 25 and 26,2008; HSA Project Number 080 164LA. Dear Mr. Taniguchi: At your request, Health Science Associates (HSA) collected suspect asbestos containing material (ACM) samples at the referenced locations on February 25 and 26, 2008. The samples were collected by Kirk A. Cavalier Sr., California Site Surveillance Technician (CSST), assisted by Evert Duarte, Field Technician. The bulk sampling services were performed under the direction of Joel I. Berman, CIH, CSP. Vice President, who was HSA's project manager. The specific suspect ACM samples that were included in HSA's scope of work were limited to interior wall, ceiling, and floor finishes. The inspection included lifting the carpet squares in carpeted areas to attempt to identify the presence of hidden suspect flooring ACM. Samples of suspect ACM materials were collected in the areas where carpet squares were located. The sampling and inspections were limited to areas highlighted on the figures of the two buildings that were provided to HSA prior to the preparation of our proposal. The highlighted areas have been retained and are included in our figures, which are in Appendix I. All other areas and/or materials inside or outside of these buildings were excluded from our scope of work, which was related to the planned renovation of the buildings. This excludes the samples that were collected in building M, which is not included on the figures. Representative samples of the included materials were collected using a sharp hand tool to break- off a section of the bulk material. The tool was cleaned between samples to ensure against cross contamination. Each sample was then placed into a zip-lock type plastic baggie and labeled with a unique sample number. After the bulk samples were collected, they were submitted via chain-of-custody to LA Testing's Industrial Hygiene and Environmental laboratory for analysis via polarized light microscopy (PLM) with dispersion staining in accordance with EPA method number 600/R-93-116. The lower limit of detection for this method is one percent (1%) asbestos. The sampling results are reported on Tables I and II. The laboratory reports are located in Appendix II. Photos of the sampled locations and materials can be found in Appendix ifi. I hsa@hea t s ce.com 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/22 0J8 e-mai o3q4d do Doug Taniguchi April 1, 2008 Page 2. LA Testing's laboratory maintains accreditations by the American Industrial Hygiene Association (AIHA), the National Institute of Standards and Technology (NIST), the California Department of Health Services Environmental Laboratory Accreditation Program (ELAP), and AIHA's Environmental Lead Laboratory Accreditation Program (ELLAP). STANDARDS AND GUIDELINES Asbestos Asbestos Containing Material (ACM) - Any material containing more than one percent asbestos, as defined by the EPA. Asbestos Containing Construction Material (ACCM) - Any manufactured construction material which contains more than one-tenth of one percent asbestos by weight, as defined by the State of California. Chapter 10.4, Division 20, of the California Health and Safety Code applies to the owner of any building constructed prior to 1979 who knows that it contains ACCM. Owner is defined as an owner, lessee, sublessee, or agent of the owner of a building or part of a building. All employees of an owner working in the building must be given notice of all of the following The existence of, conclusions from, and a description or list of the contents of, any survey conducted to determine the existence and location of ACCM within the building. Where in the building and when all existing asbestos survey and monitoring data is available for review and photocopying. Specific locations within the building where ACCMs are present in any quantity. Results of any bulk sample analysis, or air monitoring, or monitoring conducted pursuant to CAL/OSHA, including reference to sampling and lab procedures used. Potential health risks or impacts that may result from exposure to the asbestos in the building as identified in surveys or tests. OSHA, CAL/OSHA, AHERA, et. al., criteria may be included; however, also to be included is a description and explanation of the no significant risk level per Proposition 65. Notice must be provided in writing to each employee and to new employees within 15 days of commencing work and annually thereafter. If a total amount of ACM or ACCM to be abated is greater than 100 square feet the following regulations must be met. Doug Taniguchi April 1, 2008 Page 3 The San Diego Air Pollution Control District (APCD) rule requires the notification and removal of friable ACM items from a building prior to demolition. It requires the use of a state certified and a registered asbestos abatement contractor and a ten (10) day written notification for asbestos disturbance activities greater than 160 square feet. Labor Code 6501.5, requires the use of a state certified and registered asbestos abatement contractor for all asbestos removal project of more than 100 square feet of asbestos containing construction materials (ACCM) or ACM. Federal Occupational Safety and Health Administration (OSHA) 29 CFR 1926.1101, California CCR Title 8 § 1529 and 5208 require employers to monitor the exposure of their employees who may be exposed to asbestos. If employees are exposed above certain criteria, the employer must take action to limit the employee's exposure to asbestos and to protect the employee's health. 29 CFR 1926.1101 also lowered the permissible exposure limit (PEL) for asbestos to 0.1 fibers per cubic centimeter of air (f/cc) expressed as an eight-hour time weighted average (TWA). SUMMARY OF RESULTS The following materials were determined to be ACM or ACCM in these buildings. The first digit of the sample number indicates the building number. Sample # Description/location Asbestos.% 2-1 West air lock vestibule south side at door way in storage, Mastic: 2% Chrysotile vinyl tile 2-3 Lab 203, north east corner, vinyl floor tile, black mastic Mastic: 5% Chrysotile 2-4 Lab 206, northwest corner, vinyl floor tile, black mastic Mastic: <1% Chrysotile 2-6 Far west north south corridor, light blue vinyl floor tile Mastic: 2% Chrysotile w/ black mastic, light blue w/ dark blue streaks 2-7 Far west north south corridor, light blue vinyl floor tile Mastic: 2% Chrysotile w/ black mastic 2-8 Purchasing cubicle area, carpet mastic, concrete, no tile, 2% Chrysotile black mastic 2-9 QC cubical area, vinyl floor tile across QC lab, black Mastic: 5% Chrysotile mastic, light blue w/ dark blue streaks 2-10 West north south corridor, south sample, vinyl floor tile, Mastic: 5% Chrysotile light blue w/ dark blue streaks Doug Taniguchi April 1, 2008 Page 4 Sample # Description/location Asbestos % 2-12 Main east west corridor, west sample, vinyl floor tile, Mastic:3% Chrysotile light blue w/ dark blue streaks, black mastic 2-14-1 Instrument lab/Micro lab, tan vinyl floor tile, w/ brown Tile: 3% Chrysotile streaks, black mastic, Room L210 Mastic:5% Chrysotile 2-14-2 Instrument lab/Micro lab, tan vinyl floor tile, w/ brown Mastic: 2% Chrysotile streaks, black mastic, Room L211 I 2-15-1 Executive Conference Room, tan vinyl floor tile. w/ Tile: 3% Chrysotile brown streaks, carpet tile mastic was collected on vinyl Mastic: 5% Chrysotile floor tile, brown mastic 2-15-2 Executive Conference Room, tan vinyl floor tile wl Tile: 3% Chrysotile brown streaks, carpet tile mastic was collected on vinyl Mastic: 5% Chrysotile floor tile, brown mastic 2-15-3 Executive Conference Room, tan vinyl floor tile w/ Tile: 2% Chrysotile brown streaks, carpet tile mastic was collected on vinyl Mastic: 5% Chrysotile floor tile, brown mastic 2-41 ITT Conference Room Tan Vinyl floor tile, w/ brown Tile: BLD streaks, carpet tile mastic was collected on top of vinyl Mastic: <1% Chrysotile floor tile, brown mastic (carpet mastic) black mastic (tile) 2-18 Plant engineering, no floor tile, concrete carpet tile 3% Chrysotile mastic is black 2-19 West central north south corridor south sample, vinyl Mastic: 2% Chrysotile floor tile light blue w/ dark blue streak, black mastic 2-20 West central north south corridor north sample, vinyl Mastic: <1% Chrysotile floor tile light blue w/ dark blue streak, black mastic 2-21 Tech Ops cubical area, tan, vinyl floor tile with brown Tile: <1% Chrysotile streaks and black mastic Mastic: <1% Chrysotile 2-21-1 Tech Ops cubicle area, no floor tile, concrete carpet tile 2% Chrysotile mastic is black 2-35 Far east corridor, south sample, vinyl floor tile, wl dark Mastic:5% Chryoti1e blue streaks, black mastic 2-39 QC Raw materials, vinyl floor tile, light blue w/ dark Tile: 3% Chrysotile blue streaks, black mastic Doug Taniguchi April 1, 2008 Page 5 Sample # Descriptio n/location Aest os % sb 2-40-3 Server room, vinyl floor tile, light brown wl brown Tile: <1% Chrysotile streaks, brown mastic Mastic: 5% Chrysotile 2-38 Batch Records, vinyl floor tile, light blue wl dark blue Tile: BLD streaks, black mastic Mastic: 5% Chrysotile 2-16 HIT Storage room, vinyl floor tile, light brown w/brown Tile: <1% Chrysotile streaks, black mastic Mastic: 5% Chrysotile M-3 Back shop office area, vinyl floor tile, beige, black Mastic: 5% Chrysotile 1-7 Strip room, linoleum sheet, tan, w/ paper backing, mastic Mastic: 3% Chrysotile is black 1-22-2 Aqueous, drywall, tape, mud Joint Compound: <1% Chrysotile All other sampled materials were determined to be below the limit of detection (BLD) for asbestos by the PLM method. Of the above materials, the only drywall mud and tape sample that was determined to be ACCM was collected in the Aqueous area of building 1. Otherwise, all drywall mud materials were determined to be non-ACM. The majority of the materials that were determined to be ACM/ACCM were the floor tiles and the black mastic in the building. DISCUSSIONS AND RECOMMENDATIONS The subject buildings were determined to contain ACM and ACCM. It is HSA's understanding that the buildings will undergo renovation which will require asbestos impact at some future date. All certified and registered asbestos abatement contractors performing asbestos related work on the project should perform their work pursuant to asbestos abatement specifications. Also, the project should be monitored under the direction of a Certified Industrial Hygienist (CIH), who is also a State of California Certified Asbestos Consultant (CAC) and Certified Lead Project Designer. HSA is available to provide consulting assistance with the abatement of these ACMs/ACCMs. Our services can include project design, specification preparation, and/or providing project surveillance and monitoring. Due to the age of the buildings, hidden or unknown suspect ACM/ACCM or lead containing/coated materials may be uncovered during renovation. Therefore, all contractors Doug Taniguchi April 1, 2008 Page 6 working on the project should be informed that if previously un-sampled materials are encountered, they must be sampled prior to being impacted. All ACM and ACCM waste is required to be disposed of in accordance with all state, local and federal regulations. EXCLUSIONS NSA' s scope of work was limited to specific materials in the highlighted areas of the attached figures and did not include the collection of any other samples of suspect hazardous materials (i.e. PCBs, lead-based paint, etc.) which may have been used or installed in these buildings during original construction and/or subsequent renovation. In addition, NSA did no destructive testing to access and inspect such areas as wall cavities in these buildings. Therefore, it is possible that hidden and unknown suspect ACCMs/ACMs may be present in these voids/cavities. All contractors and/or personnel who may be working in these buildings should be notified that if suspect previously unidentified hazardous materials are discovered, they should be sampled prior to being impacted. This report was prepared for use by Beckman Coulter in evaluating the subject facility. The information contained within this report is as factual as feasible and the opinions related herein are based on NSA's experience in similar investigations. No: warranty, therefore, is made to any persons other than Beckman Coulter regarding the conclusions or recommendations included within this report. For any questions or clarifications please feel free to contact us at (714) 220-3922. Sincerely, Reviewed by *'; i elBerman, CIR, CSP, CAC Kathy S. Jones, CIH, CAC dent Vice President OF Inkpo UNWASERV ll 8606CP EXPIRES 6-1-2009 '0 4'LVAt c Hkh ence TECHNICAL AND ADVISORY SERVICES • ENVIRONMENTAL HEALTH AND SAFETY Zsocate 10771 Noel St, Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2051 tes, 1 Table I - BULK ASBESTOS SAMPLING RESULTS - BUILDING 2 HSA Project Number: 080 164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 25, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Location/Description Asbestos Results Numbei Type and Percent (%) 2-1 West air lock vestibule south side at door way in storage, vinyl Tile: BLD tile Mastic: 2% Chrysotile 2-1-A West air lock vestibule, south side at door way to store room, BLD base cove mastic 2-2 Tech Ops office area, vinyl floor tile, beneath carpet, Joshua Tile: BLD Spate office Mastic: BLD 2-3 Lab 203, north east corner, vinyl floor tile, black mastic Tile: BLD Mastic: 5% Chrysotile 2-4 Lab 206, north west corner, vinyl floor tile, black mastic Tile: BLD Mastic: <1% Chrysotile 2-4-A Lab 206, north west corner, base cove black Covebase: BLD Mastic: BLD 2-5 IMMAGE fill, vinyl sheet, tan linoleum with paper backing Sheet Vinyl: BLD Mastic: BLD 2-5-A IMMAGE fill, base cove, gray, white mastic BLD 2-6 Far west north south corridor, light blue vinyl floor tile w/ Tile: BLD black mastic, light blue w/ dark blue streaks Mastic: 2% Chrysotile 2-7 Far west north south corridor, light blue vinyl floor tile w/ Tile: BLD black mastic Mastic: 2% Chrysotile 2-7-A Far west north south, west wall, base cove, black/brown mastic Cove base: BLD Mastic: BLD 2-8 Purchasing cubicle area, carpet mastic, concrete, no tile, black 2% Chrysotile mastic 2-9 QC cubical area, vinyl floor tile across QC lab, black mastic, Tile: BLD light blue w/ dark blue streaks Mastic: 5% Chrysotile 2-10 West north south corridor, south sample, vinyl floor tile, light Tile: BLD blue w/ dark blue streaks Mastic: 5% Chrysotile tC ienee TECHNICAL AND ADVISORY SERVICES ENVIRONMENTAL HEALTH AND SAFETY sociate 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 Table I - Bulk Asbestos Sampling Results - Building 2 (CONT'D) lISA Project Number: 080164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 25, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Location/Description Asbestos Results Number Type and .Percent (%) 2-11 West north south corridor, north vinyl floor tile, light blue w/ Tile: BLD dark blue streaks Mastic: BLD 2-12 Main east west corridor, west sample, vinyl floor tile, light Tile: BLD blue w/ dark blue streaks, black mastic Mastic:3% Chrysotile 2-13 QA cubicle area, no tile, concrete, brown mastic above, carpet BLD tile, brown mastic 2-14-1 Instrument lab/Micro lab, tan vinyl floor tile, w/ brown Tile: 3% Chrysotile streaks, black mastic, Room L2 10 Mastic:5% Chrysotile 2-14-2 Instrument lab/Micro lab, tan vinyl floor tile, w/ brown Tile: BLD streaks, black mastic, Room L21 1 Mastic: 2% Chrysotile 2-15-1 Executive Conference Room, tan vinyl floor tile w/ brown Tile: 3% Chrysotile streaks, carpet tile mastic was collected on vinyl floor tile, Mastic: 5% Chrysotile brown mastic 2-15-2 Executive Conference Room, tan vinyl floor tile w/ brown Tile: 3% Chrysotile streaks, carpet tile mastic was collected on vinyl floor tile, Mastic: 5% Chrysotile brown mastic 2-15-3 Executive Conference Room, tan vinyl floor tile w/ brown Tile: 2% Chrysotile streaks, carpet tile mastic was collected on vinyl floor tile, Mastic: 5% Chrysotile brown mastic 2-17 QCVA Lab, light blue w/ dark blue streaks, vinyl floor tile, Tile: BLD black mastic Mastic: BLD 2-41 ITT Conference Room Tan Vinyl floor tile, w/ brown streaks, Tile: BLD carpet tile mastic was collected on top of vinyl floor tile, Mastic-.. <1% Chrysotile brown mastic (carpet mastic) black mastic: (tile) 2-18 Plant engineering, no floor tile, concrete carpet tile mastic is 3% Chrysotile black 2-19 West central north south corridor south sample, vinyl floor tile Tile: BLD light blue w/ dark blue streak, black mastic Mastic: 2% Chrysotile I Hkh cence TECHNICAL AND ADVISORY SERVICES s ENVIRONMENTAL HEALTH AND SAFETY fsocate 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 Table I - Bulk Asbestos Sampling Results - Building 2 (CONT'D) HSA Project Number: 080 1 64L Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 25, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Location/Description Asbestos Results Number Type and Percent (%) 2-20 West central north south corridor north sample, vinyl floor tile Tile: BLD light blue w/ dark blue streak, black mastic Mastic: <1% Chrysotile 2-21 Tech Ops cubical area, tan, vinyl floor tile with brown streaks Tile: <1% Chrysotile and black mastic Mastic: <1% Chrysotile 2-21-1 Tech Ups cubicle area, no floor tile, concrete carpet tile mastic 2% Chrysotile is black 2-22 East central corridor, light blue wi dark blue streaks, vinyl Tile: BLD floor tile, black mastic Mastic: BLD 2-23 Finance cubicle area, Rula Melconion cubicle, no floor tile, BLD concrete, carpet tile mastic is brown 2-24 QA office, John Robbins office, no floor tile, concrete, carpet . BLD tile mastic is brown 2-42 Admin. Asst. No floor tile, concrete, carpet tile mastic is BLD brown 2-42-1 Admin. Asst. #3, base cove, black, white mastic BLD 2-25 Special Chemistry Test lab, light blue w/ dark streaks, vinyl Tile: BLD floor tile, brown mastic Mastic: BLD 2-25-1 Special Chemistry Test lab, base cove, black/white mastic BLD 2-26 Special Chemistry Compound lab, light blue w/ dark blue Tile: BLD streaks, brown mastic, vinyl floor tile Mastic: BLD 2-27 Special Chemistry SEC lab, light blue w/ dark blue streaks, Tile: BLD brown mastic, vinyl floor tile Mastic: BLD 2-28 Main east west corridor, east sample, vinyl floor tile, light blue Tile: BLD w/ dark blue streak, brown mastic Mastic: BLD 2-29 Lunch room, vinyl floor tile, light blue w/ dark blue streak, Tile: BLD brown mastic Mastic: BLD 2-29-1 Lunch room, base cove, black/brown mastic BLD I Hkh cience TECHNICAL AND ADVISORY SERVICES ° ENVIRONMENTAL HEALTH AND SAFETY Isociate 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 Table I - Bulk Asbestos Sampling Results - Building 2 (CONT'D) HSA Project Number: 080 164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 25, 2008 Ind. Hyg.:K. Cavalier/E. Duarte ript .f:::•b.stQsResu1ts:: : Number Type and Percent (%) 2-30 QCI cubicles, no floor tile, concrete, carpet tile mastic is BLD brown 2-31 Special Chemistry Cubicles, no floor tiles, concrete, carpet tile BLD mastic is brown 2-32. LIX fill line, vinyl floor tile, light brown wl brown streak, Tile: BLD brown mastic Mastic: BLD 2-32-1 LIX fill line, vinyl floor tile, light blue w/ dark blue streaks Tile: BLD Mastic: BLD 2-34 East air lock vestibule, vinyl floor tile, light blue w/ dark blue Tile: BLD streak, black mastic Mastic: BLD Leveling Compound: BLD 2-35 Far east corridor, south sample, vinyl floor tile, w/ dark blue Tile: BLD streaks, black mastic Mastic:5% Chrysotile 2-36 Far east corridor, north sample, vinyl floor tile, WI dark blue Tile: BLD streaks, black mastic Mastic: BLD 2-37 Nurse, vinyl floor tile, light blue wl dark blue streaks, black Tile: BLD mastic Mastic: BLD 2-39 QC Raw materials, vinyl floor tile, light blue w/ dark blue Tile: 3% Chrysotile streaks, black mastic Mastic: BLD 2-39-1 QC Raw Materials, base cove, black wl glue BLD 2-40 Ampoule Lab, vinyl floor tile, light brown w/ brown streaks, Tile: BLD brown mastic Mastic: BLD 2-40-1 Ampoule Lab, vinyl floor tile, light brown w/ brown streaks, Tile: BLD brown mastic Mastic: BLD 2-40-2 Ampoule Lab, vinyl floor tile, light brown w/ brown streaks, Tile: BLD brown mastic Mastic: BLD 2-40-3 Server room, vinyl floor tile, light brown wl brown streaks, Tile: <1% Chrysotile brown mastic Mastic: 5% Chrysotile ij&h tc ence TECHNICAL AND ADVISORY SERVICES • ENVIRONMENTAL HEALTH AND SAFETY 10771 Noel St., Los Alamitos, CA 90720 714 / 220-3922 FAX 714 / 220-2081 Table I - Bulk Asbestos Sampling Results - Building 2 (CONT'D) HSA Project Number: 080 1 64L Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 25, 2008 Ind. Hyg.:K. Cavalier/B. Duarte Sample Number LocationlDescription Asbestos Results Type and Percent (%) 2-43 Quarantine, drywall material, south wall BLD 2-43-1 (MI) Quarantine, drywall mud, location electrical socket x13-7, south wall BLD 2-43-2 Quarantine, base cove, black, south wall, brown mastic Cove base: BLD Mastic: BLD 2-38 Batch Records, vinyl floor tile, light blue wl dark blue streaks, black mastic Tile: BLD Mastic: 5% Chrysotile 2-33 Human Resources, no floor tiles, concrete, carpet tile mastic is brown BLD 2-16 HIT Storage room, vinyl floor tile, light brown w/brown streaks, black mastic Tile: <1% Chrysotile Mastic: 5% Chrysotile 2-44 Mezzanine, south side, tape and mud Tape: BLD Joint Compound: BLD 2-44-1 Mezzanine, south side drywall BLD 244-2 Mezzanine, north south mid section of building, mud and wall Drywall: BLD Joint Compound: BLD 244-3 Mezzanine, north south mid-section of building, mud BLD 2-45 Mezzanine, south side, ceiling tiles BLD 2-45-1 Mezzanine, north south mid-section of building, ceiling tile BLD 2-46 Mezzanine, east side, mud BLD 2-46-1 Mezzanine, west side, mud, tape, drywall Drywall: BLD Joint Compound: BLD 2-47 Mezzanine, east west, mid-section of building, ceiling tile BLD 188 kh ence TECHNICAL AND ADVISORY SERVICES • ENVIRONMENTAL HEALTH AND SAFETY ocite 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 Table I - Bulk Asbestos Sampling Results'- Building 2 (CONT'D) USA Project Number: 080 164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 25, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Hkh cience TECHNICAL AND ADVISORY SERVICES • ENVIRONMENTAL HEALTH AND SAFETY !sociate 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 Table II- BULK ASBESTOS SAMPLING RESULTS - BUILDING 1 HSA Project Number: 080 164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 26. 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Location/Descnption Asbestos Results Number Type and Percent (%) M-3 Back shop office area, vinyl floor tile, beige, black Tile: BLD Mastic: 5% Chrysotile M-3-1 Back shop office area, tool room, vinyl floor tile, brown BLD mastic, light brown WI brown streaks 1-1 Mets west restroom entrance, vinyl floor tile, light blue w/ Tile: BLD dark blue streaks, brown mastic Mastic: BLD 1-2 South east west hallway, vinyl floor tile, light blue w/ dark Tile: BLD blue streak, brown mastic Mastic: BLD 1-3 Start conference room, no floor tile, concrete carpet tile mastic BLD is brown 1-3-1 Start conference room, base cove white mastic, green base BLD cove 1-4 Aqueous office area, no floor tile, concrete, carpet tile mastic BLD is brown 1-4-1 Aqueous office area, base cove white mastic, green base cove BLD 1-5 Mylar Storage room, linoleum sheet, tan w/ paper backing, Sheet Vinyl: BLD gray mastic 1-6 Flex and dry room, linoleum sheet, tan wl paper backing, gray Sheet Vinyl: BLD mastic Mastic: BLD Leveling Compound: BLD 1-7 Strip room, linoleum sheet, tan, w/ paper backing, mastic is Sheet Vinyl: BLD black Mastic: 3% Chrysotile Leveling Compound: BLD 1-8 Middle east west hallway, vinyl floor tile, blue w/ dark blue Tile: BLD streaks, brown mastic Mastic: BLD 1-9 Auto-clove room,, vinyl floor tile light blue w./ dark blue Tile: BLD streaks, brown mastic Mastic: BLD Leveling Compound: BLD Health 'cence TECHNICAL AND ADVISORY SERVICES ENVIRONMENTAL HEALTH AND SAFETY /socte 10771 Noel St., Los Alamitos, CA 90720 714 /220-3922 FAX 714/220-2081 Table II- Bulk Asbestos Sampling Results - Building 1 (CONT'D) HSA Project Number: 080164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 26, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Number LocationlDescription Asbestos Results Type and Percent (%) 1-10 Icon C-7, vinyl floor tile, light blue wl dark blue streakE, black mastic Tile: BLD Mastic: BLD 1-10-1 Icon c-7, base cove, gray, white mastic BLD 1-10-2 Icon c-i, drywall with mud Drywall: BLD Joint Compound: BLD 1-1.1 North south hallway, vinyl floor tile, blue with dark blue streaks, brown mastic Tile: BLD Mastic: BLD 1-12 Icon Rotary filler, vinyl floor tile, light blue with dark blue streaks, brown mastic Sheet Vinyl:: BLD Mastic: BLD 1-12-1 Icon Rotary filler, base cove, gray, brown mastic BLD I 1-12-2 Icon Rotary filler, ceiling tile, 2'x4', white BLD 1-13 CZE, vinyl floor tile, light blue w/ dark blue streaks, brown mastic Tile: BLD Mastic: 'BLD 1-13-1 CZE, base cove, gray, white mastic Mastic: BLD Joint Compound: BLD 1-14 North east west hallway, vinyl floor tile, light blue with dark blue streaks, brown mastic Tile: BLD Mastic: BLD 1-14-1 Northeast west hallway, drywall andmud BLD 1-15 Laser room, linoleum sheet, tan with paper backing, brown mastic BLD 1-15-1 Laser room, base cove, yellow, white mastic BLD 1-15-2 Laser room, ceiling tile, 2'x2' BLD 1-16 Mens Restroom/Locker room east, vinyl floor tile, light green with dark green streaks, brown mastic Floor Tile: BLD Mastic: BLD 1-16-1 Mens Restroom/Locker room east, base cove, green, 'white mastic BLD HIth cienee TECHNICAL AND ADVISORY SERVICES ENVIRONMENTAL HEALTH AND SAFETY Tsoci 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 ate Table II- Bulk Asbestos Sampling Results - Building 1 (CONT'D) HSA Project Number: 080 1 64L Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 26, 2008 Ind. Hyg.:K. Cavalier/E.- Duarte Sample Location/Description Asbestos Results Number Type and Percent (%) 1-17 Master scheduling office, no floor tile, concrete, carpet tile, BLD brown mastic 1-17-1 Master scheduling office, base cove, green, white mastic BLD 1-18 Gel, vinyl floor tile, light blue with dark blue streaks, brown Floor Tile: BLD mastic Mastic: BLD 1-18-1 Gel, base cove, brown, white mastic BLD 1-18-2 Gel vinyl floor tile, light blue with dark blue streaks, brown Floor Tile: BLD mastic Mastic: BLD 1-19 Packaging, vinyl floor tile, light blue with dark blue streak, BLD brown mastic Mastic: BLD 1-19-1 Packaging, vinyl floor tile, white with blue streak, brown Floor Tile: BLD mastic Mastic: BLD 1-19-2 Packaging, base cove, black white mastic BLD 1-19-3 Packaging, vinyl floor tile, dark blue, brown mastic Floor Tile: BLD Mastic: BLD 1-19-4 Packaging, vinyl floor tile, opaque blue, brown mastic Floor Tile: BLD Mastic: BLD Leveling Compound: BLD 1-20 Planning, no floor tile, concrete, carpet tile has a white powder BLD underneath 1-21 Temp. Conference room, vinyl floor tile, light blue with dark Floor Tile: BLD blue streaks, brown mastic Mastic: BLD 1-22 Aqueous, vinyl floor tile, tan, brown mastic Floor Tile: BLD Mastic: BLD 1-22-1 Aqueous, base cove, black brown mastic Cove Base: BLD Mastic: BLD Hkh 3cience TECHNICAL AND ADVISORY SERVICES e ENVIRONMENTAL HEALTH AND SAFETY fsocate 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714 /220-2081 Table II- Bulk Asbestos Sampling Results - Building 1 (CONT'D) HSA Project Number: 080 164LA Project: Beckman-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 26, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Location/Description Asbestos Results Number Type and Percent (%) 1-22-2 Aqueous, drywall, tape, mud Drywall: BLD Tape: BLD Joint Compound: <1% Chrysotile 1-22a Aqueous, vinyl floor tile, light brown with brown streak, black Floor Tile: BLD mastic Mastic: BLD 1-22-a-1 Aqueous, vinyl floor tile, tan, black mastic Floor Tile: BLD Mastic: BLD I-22-a-2 Aqueous, base cove, black, brown mastic BLD 1-23 Clean room, linoleum, tan, brown mastic, no paper backing Sheet Flooring: BLD Mastic: BLD 1-24 Aqueous activities center, vinyl floor tile, brown mastic, light Floor Tile: BLD blue with dark blue streak Mastic: BLD 1-25 Module chemistry lab, linoleum, tan gray mastic with paper Sheet Flooring: BLD backing Mastic: BLD Sub Flooring: BLD 1-26 Mezzanine, north east, drywall mud and tape, above aqueous Drywall: BLD activities center Joint Compound: BLD Tape: BLD 1-27 Mezzanine, north east, ceiling tiles, above aqueous activities BLD center 1-28 Mezzanine, north east ceiling tile, above aqueous activities BLD center M-2 I Aqueous activities center, lab 1, drywall BLD Ith- Cience TECHNICAL AND ADViSORY SERVICES • ENVIRONMENTAL HEALTH AND SAFETY socate 10771 Noel St., Los Alamitos, CA 90720 714/220-3922 FAX 714/220-2081 Table II- Bulk Asbestos Sampling Results - Building 1 (CONT'D) RSA Project Number: 080 1 64L Project: Beckrnan-Coulter 2470 Faraday Avenue Carlsbad, CA Date: February 26, 2008 Ind. Hyg.:K. Cavalier/E. Duarte Sample Location /Description Asbestos Results Nu ei Typ rc e and Peen t'.'( o) 1-29 Aqueous activities center, lay 2, drywall BLD 1-30 1 Aqueous activities center, lab 3, drywall ' Drywall: BLD Joint Compound: BLD Taper: BLD ACCM = Asbestos Containing Construction Material Appendix I - Figures Figure: 1 Project: 080 164LA !*i Originator: Joel I. Berman Date(s): February 26/27,2008 Beckman Coulter, Inc. 2470 Faraday Avenue Carlsbad CA, 92010 Asbestos Bulk Sampling Health Building 1 Science Associates Figure: 2 Project: 080 164LA ,•k OUARANTINE Di- HFRLtI. F . 41-1 25-2 A smys7nmw r i i I I ti' Fr E r rv 2 H 1 H II F I q SEG - MENS H H H I I RESTROO N H 2-11 #20 BOX 24 .2-9 POUND 4 #17 LAO S1 #26 SEC SG 6 r:.i ri 2-4$-3fr , • . 2-15-i SEC SEC 5' II#02-40-3 AMPULE SUL -40 I AR .41 r :ff] • F—CU LiiIJ 225 I _ __ _4 L_JJ - Lii2 311 r-L gloom I J. i•1 I T t2-2i Tas'r Ir :•. 2-15-3 I:I I II RI MICRO LAO CHEM VA LAB Uw 2-21 2- f2 8 _1 L2M21421_ L ' I_H 141_HflTr I:;1 INST.TEj.4I - I:! 2-30 1 I27I 2-10 4.12 =24 =;o i BATCH RECORDS =2 i i 7 2-1313 .-2 QCI 437 cJ -, 2-i-A#1., 2-12 #12 2-47-1 #23 _2-23 " LUNCH ESOURCES ROOM 246 TOt ETS LOBBY 0R_!461 I _-_ 2291-41 -229 - II_ Originator Joel, I. Berman _Date(s):February 26/27,2008 Beckman Coulter, Inc. 2470 Faraday Avenue Carlsbad CA, 92010 Asbestos Bulk Sampling Health Building 2 Associates Application for Permit to Construct: Pharmaceutical Manufacturing Lines. Beckman Coulter Inc. Application for Permit to Construet Four Pharmaceutical Manufacturing Lines - Prepared for: Beckman. Coulter, Inc. 2.470 Faraday Ave. Carlsbad, CA 92010 • Site ID: APCD1991-SITE-08221 March 2019 Yorke • • • Engineering. LLC • . Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. Table of Contents 1.0 INTRODUCTION ........................................................................................ . .................................... 1 1.1 Facility Information ...................................................................................................................... 1 1.1.1 Facility Background Information..............................................................................1 1.1.2 Facility Location ........................................................... ................... .........................1 1. L3 Facility Contact Information...................................................................................... 1.2 Application Preparation...............................................................................................................2 2.0 EQUIPMENT AND PROCESS DESCRIPTION ....................................................... . ............. 4 2.1 Equipment Description ................................................................................................................ 4 2.2 Process Description .................. . ..................................................................................................... ..4 2.3 Operating Schedule ...................................................................................................................... 4 3.0 EMISSIONS ..................................................................................................................................... 5 3.1 Methodology ................................................................................................................................ 5 3.1.1 Loading Losses ............................................................................................................. 3.1.2 Surface Evaporation ............................................................... . .................................. 5 3.1.3 Rotary Evaporators ................................................................................................... 6 3.2 Summary of Emissions................................................................................................................6 4.0 RULE COMPLIANCE EVALUATION ..................................................................................... 8 4.1 Regulation 11— Permits ................................................................................................................ 8 4.1.1 Rule 10—Permits Required .................................... . .................................................... 8 4.1.2 Rule 14—Applications...............................................................................................8 4.1.3 Ride 20.2— NSR - Non-Major Stationary Sources.....................................................8 4.2 Regulation III— Fees ...................................................................................................................... 8 4.3 Regulation W - Prohibitions ....................................................................................................... 8 4.3.1 Rule 50— Visible Emissions ................................. ...................................................... 8 4.3.2 Rule 51 - Nuisance ............ . ....................................................................................... 8 4.3.3 Rule 61.7— Spillage and Leakage of VOCs .............................................................. 8 4.3.4 Rule 67.15— Pharmaceutical and Cosmetic Manufacturing Operations.................9 4.4 Regulation MI - Toxics Air Contaminants ................... ............................................................. 9 5.0 PROPOSED PERMIT WORDING ........................................................................................... 10 5.1 Equipment Description ............................................ . ................................ . ................................. 10 5.2 Proposed Conditions .................................................................................................................. 10 YorkeEngineeeing, LLC . j Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman CoultérInc. List of Tables Table 1-1: Applicant Contact Information ...................................................................................... 2. Table 1-2: Application Preparation Contact Information---------------------------------------------------------------2 Table 2-1: Opeiating Schedule -------------------------------------------------------------------------------------------------------4 Table 3-1: Summary of VOC Emissions for Each Process Line----------------------------------------------------7 Table 3-2: Controlled TAC Emissions for Each Process Line-------------------------------------------------------7 List of Figures Figure 1: Location Diagram for Beckman Coulter Inc. and Surrounding Area----------------------------3 Appendices APPENDIX A - SDAPCD Application Form and Fee Estimate APPENDIX B - Emission Calculations ,v . -- Engineering, LLC . 11 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. Application for Permit to Construct: Four Pharmaceutical Manufacturing Lines 1.0 INTRODUCTION Beckman Coulter Inc. is applying for permits to construct for four (4) chemical synthesis, purification and drying systems with associated air pollution controls. Each chemical synthesis line or purification and drying system consists of chemical reactors, rotary evaporators, purification columns, filtration equipment, ovens and other miscellaneous equipment. The rotary evaporators are controlled using refrigerated condensers followed by dry ice cold traps. The units may emit volatile organic compound (VOC) emissions and toxic air contaminants (TACs) from the process. The process is expected to comply with all applicable rules and regulations. This application package contains the information necessary for the San Diego Air Pollution Control District (SDAPCD) to process and approve the applications, including facility information (Section 1.0), equipment and process descriptions (Section 2.0), emission estimates (Section 3.0), and rule applicability and compliance determinations (Section 4.0). Recommended equipment wording and proposed permit conditions are provided in Section 5.0. Application Form 271, Application Form Rule 1200 toxics evaluation and emission calculations are provided in the appendices. - 1.1 Facility Information 1.1.1 Facility Background Information Beckman Coulter is a pioneer and a leader in automated laboratory solutions. It is dedicated to developing advanced technologies and committed to solving problems throughout the healthcare continuum. Beckman Coulter provides: Advanced technologies that deliver results, integrity, and diagnostic accuracy; Automated systems that drive laboratory productivity and minimize turnaround time; and Economical workflows that eliminate bottlenecks and expedite care. 1.1.2 Facility Location The facility is located at 2470 Faraday Ave. in Carlsbad, CA. Beckman Coulter consists of a complex of two main buildings and smaller buildings for maintenance and support activities. The facility is surrounded by commercial and light industrial buildings, and undeveloped area to the northeast. The closest residential area is approximately 1,700 feet north of the facility. The closest school is Pacific Ridge School located at 6269 El Fuerte St, Carlsbad, CA 92009, which is approximately 1.5 miles east of the facility. An aerial photo that depicts the facility and surrounding properties is provided as Figure 1. - .v ort Engineering. LLC Beckman Coulter Inc. Li. ,Nivrutti Barhate, PhD MIA Sr Manager, Mfg Engineering (760)496-9247( t t ( nbbarhate@beclanan.com APCD 1991 -SITE-0 8221 fdg7dftsfLi 2470 Faraday Ave &' Carlsbad, CA 92010 3 :1. EquipmentL6catson 4 4 44 ?i 2470 Faraday Ave Carlsbad, CA 92010 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. 1.1.3 Facility Contact Information - * Facility contact information is provided in Table 1-1. Table 1-1: Applicant Contact Information 1.2 Application Preparation This permit 4pp1iation was prepared by Nicholas Gysel of Yorke Engineering, LLC, with peer review by RussellKings1ey.. If there are technical questions regarding this application, please refer to the contact information in Table 1-2. Table 1-2: Application Preparation Contact Information Nicholas Gysel Russell Kingsley payJ Yorke Engineering, LLC Yorke Engineering, LLC (562)343-1919 (805)293-7756 (949) 606-3687 (805) 844-7491 jQzI NGysel()YorkeEngr corn RKingslev(i)YorkeEngr corn R Co 0 U 0 ca o -4 -4 ct.0 ct'0 cn Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. 2.0 EQUIPMENT AND PROCESS DESCRIPTION 2.1 Equipment Description Each chemical synthesis, purification and drying line consists of chemical reaçtor•: rotary evaporators, glass chromatography purification columns, filtration equipment, vacuum drying equipment, ovens and miscellaneous laboratory equipment. The rotary evaporators arc controlled with refrigerated condensers followed by dry ice cold traps. Please refer to Section 5.1 for a more detailed description of the equipment used for. e.óh process. 2.2 Process Description . . . The proposed chemical synthesis, purification and drying lines are. multiproduct batch operations with built in flexibility needed to meet defined product specifications with variations in feedstock. As described in Section 2.1, each product line consists of several different pieces of equipment. Each product will generally be processed from the reactors to purification steps and finally to product separation in rotary evaporators and drying in ovens. The products produced from these product lines are subsequently sent to other Beckman Coulter facilities and integrated into other parts used for clinical instruments. 2.3 Operating Schedule The facility and process lines can operate up to twenty-four (24) hours per day, seven (7) days per week, and fifty-two (52) weeks per year; however, normal operation is less than full time and depends on the customer demand for product. The operating schedule is shown in Table 2-1. Table 2-1: Operating Schedule Operating Period Average Maximum Hours/day 8 24 Days/year 260 . 365 WOrke Engineering, LLC 4 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. -- 3.0 EMISSIONS Beckman Coulter is requesting permits to construct for four chemical synthesis lines that will be controlled by condensers and cold traps. Some of the VOC and toxic emissions associated with the Beckman Coulter Manufacturing (BCM) process are based emission estimates prepared by E2 Environmental, Inc. (E2) in August of 2007 for applications for this equipment submitted to the SCAQMD.' The emission estimates are conservative over-estimates of the anticipated emissions, as production throughputs are expected to be lower when operated in Carlsbad than when operated in the SCAQMD. In addition to the processes previously conducted in this equipment when in operation in the SCAQMD, Beckman Coulter is proposing to conduct several additional chemical reactions involving solvents and chemicals not previots1y processed in the equipment. Yorke Engineering prepared the emission estimates for these additional processes. 3.1 Methodology The emission calculation methodology described herein was used by E2 Environmental in the 2007 emission estimates and by Yorke for the additional processes. Each batch has emissions from solvent loading into the reactor, surface evaporation from the reactor during processing, and losses from the rotovap during product collection/drying. The calculation methodology for each emission mechanism is explained in the foil&wing sections. 3.1.1 LoadinELósses Loading losses are;expected to occur when chemicals are added to the vessels. Loading losses are prediced using Equation 12. E = 12.46x(8xPxMxQ)/T (Eq. 1) Where: S = saturation factor (dimensionless; see Table 5.2-1 in AP-42) P = vapor pressure of the material loaded at temperature T (psia) M = vapor molecular weight (lb/lb-mole) Q = volume of material loaded (1,000 gal/yr) T = temperature of liquid loaded (°R). 3.1.2 Surface Evaporation Emissions are estimated using a surface evaporation equation, according to Equation 21. The equation is commonly used to estimate evaporative emissions from open surface tanks and is suitable for any volatile compound. The proposed equipment was-in operation at Beckman Coutler's facility in Brea, CA, in the SCAQMD for approximately 10 years. With this application; Beckman Coulter is proposing to relocate the equipment to its Carlsbad facility. 2 US EPA, Emission Inventory Improvement. Program (EIIP), Methods for Estimating Air Emissions from Chemical Manufacturing Facilities, https://www.epa.gov/sites/production/files/20 15-08/documents/u 16_aug2007fina1.pdf. 7orke Engineering, LLC 5 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. E= (MW x K x Ax P x 3600 x RR) (Eq.2) (RxT) Where: E = Emissions (ibs/yr) MW = Molecular weight (ibs/ib-mol) K = Diffusion coefficient (ft/sec) A= Area (ft2) - P = Vapor pressure [pounds per square inch absolute (psia)] . 3,600 = 3,600 sec/hr HR = Hours of operation/yr R = Universal gas constant (psia ft3/°R-lbmol) T = Temperature (°R) K is estimated per E4uation 2. K = 0.00438 x U° x 18 ()113 Where: U = Windspeed (mile/hr) (Eq. 3) Vapor pressure of each component in solution is estimated using a Raoult's Law. The correlation is presented in Appendix B with the emission calculations. 3.1.3 Rotary Evaporators The purpose of the rotary evaporator is to separate a finished product from the solvent reaction matrix via evaporation of the solvent. Thus, 100% of the solvent in the batch is evaporated, and uncontrolled emissions are calculated via mass balance. Controlled emissions are calculated using the control efficiency of the refrigerated condenser/dry ice trap. The control efficiency is determined using the Ideal Gas Law for each individual solvent using the vapor pressure of the solvent at the inlet and outlet of the condenser/dry ice trap. 3.2 Summary of Emissions Batch emissions include solvent loading into the reactor, surface evaporation from the reactor during processing, and losses from the rotovap during product separation. Hourly emissions are based on the assumption that the batch process would be performed in 24 hours because the majority of the process emissions are due to surface evaporation, so the duration of the reaction used in those calculations is the appropriate duration for the hourly emission estimates. Daily emissions assume a maximum of one batch per day per reactor. Annual emissions, are based on the anticipated annual production volume for each product. The maximum VOC emissions are presented in Table 3-1. Maximum TAC emissions are presented in Table 3-2. ,.v •- ort Engineering, LLC 6 Table 3-2: Controlled TAC Emissions for Each Process Line 41I Chloroform .-' 67663 6.00E-04 0.72 j Dichloromethane 75092 3.80E-02 - 97.00 Dimethylformamide 68122 3.92E.04 0:11 1,4-Dioxane 123911 2.00E-05 0.02 Hexánes .110543 I.91E-02 15.83 Methanol 67561 7.95E-03 5.65 Phosgene 75445 3.71E-03 0.12 Toluene 1088&-, , -.o-u.' 0.27,. Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. Table 3-1: Summary of VOC Emissions for Each Process Line r El fP011Ut tR N Al m $ 44 VOC 0.06 1.50 254.43 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. 4.0 RULE COMPLIANCE EVALUATION 4.1 Regulation H— Permits 4.1.1 Rule 10 —Permits Required Rule 10 requires written authorization to be obtained before constructing or operating any equipment which may cause the issuance of air contaminants or the use of which may eliminate or, reduce or control the issuance of air cdntaminants. This application is provided to comply with Rule 10. Upon issuance, the Permit to Operate will be maintained at the facility and renewed annually. 4.1.2 Rule 14—Applications Rule 14 requires the SDAPCD's application form and information necessary to enable the Air Pollution Control Officer to make the determination required by Rules 20 through 20.7. This application package contains the information necessary for the .SDAPCD to process and approve the application. 4.1.3 Rule 20.2 - NSR - Non-Major Stationary Sources Pursuant to Rule 20.2, New Source Review, Non-Major Stationary Sources, BACT is required for any new source which has a.potential to emit of 10 pounds per day or more of VOCs. The cumulative maximum daily VOC emissions for these process lines is estimated at 6.0 poundi per day, and do not exceed the BACT threshold; therefore, BACT is not required. 4.2 Regulation III - Fees Rule 40 - Permit and Other Fees requires fees for application processing, which are submitted at the time of filing the application. The fees were estimated by the SDAPCD to be $6,731. A copy of the fee estimate is provided in Appendix A[ 4.3 Regulation IV - Prohibitions 4.3.1 Rule 50 - Visible Emissions - The process emissions are expected to be limited to VOCs and are not expected to include particulate matter. Therefore, visible emissions are not expected to occur and compliance with Rule 50 is .expected. 4.3.2 Rule 51—Nuisance The process emissions resulting from the addition of the process lines are not expected to cause nuisance and compliance with Rule 51 is expected. 4.3.3 Rule 61.7—Spillage and Leakage of VOCs Rule 6.1.7 is applicable to the spillage and fugitive liquid leaks associated with the transfer and storage of VOC. This rule does not apply to spillage or leakage that is specifically addressed by other rules of the SDAPCD's Rules and Regulations. The manufacturing operation and potential leaks are subject to Rule 67.15 and, therefore, Rule 61.7 does not apply to Beckman Coulter. . . Torke Engineering. LLC . 8 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. 4.3.4 Rule 67.15 - Pharmaceutical and Cosmetic Manufacturing Operations SDAPCD -has imposed Rule 67.15, Pharmaceutical and Cosmetic Manufacturing Operations, on the existing equipment. The current equipment complies with the rule requirements. The new manufacturing lines will be operated in accordance with the applicable monitoring requirements. compliance with the pharmaceutical rule (67.15) is expected. - 4.4 Regulation XII - Toxics Air Contaminants Rule 1200 applies to any new, relocated, or modified emission unit which may increase emissions of one or more TAC(s) and for which an Authority to Construct or Permit to Operate is required pursuant to Rule 10. The hourly and annual TAC emissions are reported in Table 3-2. The low level of emissions suggests that the proposed process will not cause an exceedance of any health risk standard. YorkeEngineering, LLC 9 Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. 5.0 PROPOSED PERMIT WORDING Proposed permit language is shown below for each chemical synthesis, purification and drying line. 5.1 Equipment Description Suggested permit wording for the new manufacturing line is shown below. Each of the four pharmaceutical manufacturing operations consist of the following equipment: Chemical reactors- 50-milliliter (mL) to 3-liter (L) capacity round bottom flasks, or 500 ml to 3 L multi-neck round bottom flasks, or 200 ml to 600 ml steel pressure vessels, or 1 L reaction kettle, with either magnetically coupled or overhead agitator, an electrically powered heating source, an oil bath, and the capacity for connections to an inert gas purge and/or addition funnels. Rotary evaporator- 250 mL to 20 L rotary evaporator with electrically heated bath with refrigerated condenser and dry ice trap. Glass chromatography purification column- 1.5 centimeter to 4-inch diameter columns with solvent receivers. Filtration equipment- Sintered glass funnels with filtrate receivers. Vacuum drying equipment- Drying dishes, vacuum desiccators, and vacuum sources with vacuum pump and cold traps. Ovens- up to seven vacuum ovens and three laboratory ovens. Miscellaneous laboratory equipment- 100 mL to 4 L Erlenmeyer flasks, 10 mL to 4 L graduated cylinders, 5 to 50 mL syringes, reflux condenser, chromatography column, and 1 L to 5 L separatory funnels and Soxhiet extraction apparatus. 5.2 Proposed Conditions Every person who owns or operates this equipment is required to comply with the conditions listed below and all applicable requirements and District rules, including but not limited to Rules 10, 20, 40, 50, 51. At no time shall the subject equipment cause or contribute to a public nuisance as specified in District Rule 51. If compliance with Rule 51 cannot be demonstrated to the satisfaction of the District, the permittee will take whatever corrective action necessary to meet applicable requirements. If corrective action requires any physical change or modification to the subject equipment the permittee shall apply for and obtain an Authority to Construct for all such modifications prior to making any physical change. (Rule 51) All equipment and/or materials associated with air contaminant emissions from this operation or that affects the air contaminant emissions shall not deviate from the above equipment description. The permittee shall submit an application to the Disthct and wait for approval in writing prior to modifying any such equipment. (Rule 10). For the purposes of this condition, a batch shall be defined as no more than 3 liters. (Rule 20.2) Yorke Engineering. LLC Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. 4. Permittee shall not use any materials containing TACs, as defined by District Rule 1200 (Rev. Effective 1/14/10), except for the following: Chloroform (CAS#: 67-66-3), Dichioromethane (CAS#: 75-09-2), 1,4-Dioxane (CAS#: 123-91-1), Methanol (CAS#: 67-56-1), and Phosgene (CAS#: 75-44-5). (Rule 1200) 5. The permittee shall comply with applicable requirements of Rule 67.15. (Rule 67 .15) 6. All materials containing VOCs and/or TACs shall be stored in closed containers unless the container is being accessed, filled, emptied, cleaned, maintained or repaired. Closed means having in place an apparatus or cover which completely covers the container and which is designed to retard VOC emissions but not necessarily provide a vapor tight seal and has no visible holes, breaks, openings or separations between adjoining components of the container or container cover. Plastic squeeze bottles, wash bottles, spray bottles, dispensing plunger cans and dispensers with press down caps and/or narrow tips constitute closed containers. (Rule 67.15) 7. Any liquid fugitive leaks in equipment storing, mixing, blending or transferring VOC shall be immediately recorded and promptly repaired. A fugitive liquid leak is a visible leak of liquid, containing VOC, at a rate in excess of three drops per minute. (Rule 67.15) 8. Any repair associated with a fugitive liquid leak shall be completed the first time the equipment is off-line for a period of time long enough to complete the repair, but in no case longer than 72 hours after such leak was first detected and recorded. An unrecorded leak shall be considered a violation of Rule 67.15. (Rule 67.15) 9. The permittee shall maintain records for this operation in accordance with Rule 67 .15. The records shall include the following information: material safety data sheets (SDS) or manufacturer information for all materials used in the operation described above. The SDS or manufacturer information shall include the material name, volatile organic compounds (VOC) content weight or weight percentage, toxic air contaminants (TAC) content weight or weight percentage, material density (weight per volume) or material specific gravity (material density relative to the density of water), and components of each material; and daily or monthly usage records of all materials containing VOC and TACs. If monthly records are maintained, the number of operation days per calendar month shall be recorded; and 10. All records shall be retained on site for at least three (3) years and made readily available to the District upon request. 11. Visible emissions from the exhaust stack shall comply with Rule 50. (Rule 50) 12. Access, facilities, utilities and any necessary safety equipment for source testing and inspection shall be provided upon request of the Air Pollution Control District. 13. This Air Pollution Control District Permit does not relieve the holder from obtaining permits or authorizations required by other governmental agencies. 14. The permittee shall, upon determination of applicability and written notification by the District, comply with all applicable requirements of the Air Toxics "Hot Spots" Information and Assessment Act (California Health and Safety Code Section 44300 et seq.) YorkeEngineering, LLC Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. - APPENDIX A - SDAPCD APPLICATION FORM AND FEE. ESTIMATE * 1 1. Yorke Engineering, LLC a Application for Permit to Construct: Pharmaceutical Manufacturing Lines Beckman Coulter Inc. APPENDIX B —EMISSION CALCULATIONS - Engineering. LLC • • COOK CHEMICAL RESISTANCE GUIDE Chemical Resistance Guide The following Chemical Resistance Guide lists several standard and optional coatings available an Loren Cook products. This guide is intended to assist the user or specifier in properly selecting corrosion protection for the air moving device. This information is a compilation of chemical resistance characteristics claimed by manufacturers of the listed coatings. When selecting a coating, the best engineering value will be the standard COOK Lorenized® coating. This coating will resist many chemicals that a standard Industrial Enamel cannot. In some cases, an optional coating may be required to insure adequate chemical resistance. Where more protection is needed, the next choice would be "COOK Epoxy Powder". This coating can be used as an equal to Eisenheis, conventional spray applied Epoxy, and Baked Epoxy. For additional protection 'COOK Phenolic Epoxy Powder" is available as an equal to air dry Heresite®. For applications where easy cleanup is important, use "COOK Easy Clean Powder" and for high temperature applications use "COOK High Temp". Loren Cook Company assumes no responsibility for the life or adequacy of the coating to provide protection for a specified time. The company does however, accept resppnsibility for workmanship and application of the coating in accordance with the manufacturers recommendations. STANDARD COATING COOK Lorenized® is an electrostatically applied, baked polyester powder coating. This coating technology offers excellent mechanical performance, good chemical resistance and excellent protection from outdoor elements. Property Test Method Value Salt Spray ASTM BI 17 1000+ hours Humidity Resistance ASTM D2247 1000+ hours Impact Resistance ASTM 02794 100 in. lbs. Mandrel Flexibility ASTM 0522 1/8" pass Pencil Hardness ASTM 03363 2H Crosshatch Adhesion ASTM 03359-B 100% Max Service Temperature N/A 230 deg F Coating Thickness N/A 1.5-2.5 mil Color N/A Gray OPTIONAL COATINGS COOK Epoxy Powder Coating is an electrostatically applied, baked epoxy powder coating. This coating technology offers excellent mechanical performance, and very good resistance to a wide range of acids, alkalis, and solvents. For outdoor applications a UV resistant topcoat is required to prevent coating deterioration. Property Test Method Value Salt Spray ASTM 13117 1000+ hours Humidity Resistance ASTM 02247 1000+ hours Impact Resistance ASTM D2794 160 in. lbs. Mandrel Flexibility ASTM 0522 1/8" pass Pencil Hardness ASTM 03363 2H Crosshatch Adhesion ASTM D3359-B 100% Max Service Temperature N/A 230 deg F Coating Thickness N/A 2.5 - 3.5 mil Color N/A DarkGray COOK Phenolic Epoxy Powder Coating is an electrostatically applied, high performance, baked phenolic epoxy coating. This coating technology offers excellent chemical resistance to withstand severe environments containing high concentrations of acids and solvents. For outdoor applications a UV resistant topcoat is required to prevent coating deterioration. Property Test Method Value Salt Spray ASTM 131 17 1000+ hours Humidity Resistance ASTM 02247 1000+ hours Impact Resistance ASTM D2794 160 in. lbs. Mandrel Flexibility ASTM D522 1/8" pass v7.0.212.13922 Page 1 of 7 COOK CHEMICAL RESISTANCE GUIDE Pencil Hardness ASTM D3363 3H Crosshatch Adhesion ASTM D3359-B 100% Max Service Temperature N/A 200 deg F Coating Thickness N/A. 1.5 —4.0 mu Color N/A Brown COOK Easy Clean Powder Coating is an electrostatically applied, baked modified epoxy silicone powder coating. This coating technology provides an excellent "non-stick" coating for elevated temperature and kitchen exhaust applications. Property Test Method Value Salt Spray ASTM 131 17 1000+ hours Humidity Resistance ASTM D2247 1000+ hours Impact Resistance ASTM D2794 120 in. lbs. Mandrel Flexibility ASTM 0522 1/8" pass Pencil Hardness ASTM 03363 3H Crosshatch Adhesion ASTM D3359-B 100% Max Service Temperature N/A 500 deg F Coating Thickness N/A 1.0 - 2.0 mil Color N/A Black COOK High Temp Coating is a solvent based, heat resistant liquid coating which exhibits good corrosion resistance and color stability. This coating withstands service temperatures up to 1000°F. Property Test Method Value Salt Spray ASTM 13117 240+ hours Impact Resistance ASTM D2794 120 in. lbs. Mandrel Flexibility ASTM D522 1/8" pass Pencil Hardness ASTM 03363 2H-3H Crosshatch Adhesion ASTM D3359-B 100% Max Service Temperature N/A 1000 deg F Coating Thickness N/A 0.8— 1.5 mil Color N/A Flat Black Air Dry Phenolic (Heresite® VR-514) is a high performance liquid coating offering excellent chemical resistance to withstand severe corrosive environments. It is recommended as a heavy duty coating for exposures to chemical splash, spillage and fumes. All steel components are subjected to a commercial sand blast in accordance with the coating manufacturers' specifications. Aluminum components are cleaned and pre-treated in COOK's environmentally-friendly wash system. In addition, a phenolic wash 'primer is applied to all components to enhance coating performance. For outdoor applications the optional UV resistant topcoat (Heresite UC-5500) is required to prevent coating deterioration. Property Test Method Value Salt Spray ASTM B117 500+ hours Humidity Resistance ASTM D2247 500+ hours Max Service Temperature N/A 180 deg F Coating Thickness N/A 4 -6 mil Color N/A Brown The COOK Powder Coating Process Steel components go through a five stage pretreatment process before the powder is applied. They are washed and treated until all surfaces are perfectly clean, chemically prepared and electrostatically charged - ready to bond with the powder. This insures excellent adhesion, uniformity and consistent edge coverage. An automated system of sprayers applies the powder that chemically bonds to the prepared surface. Components are then cured in a 400 degree F oven. This process creates adhesion, durability and a smoothness of coating not possible with conventional liquid paints. Environmentally friendly The entire procedure occurs within a self-contained, automated system. Water used in the pretreatment recirculates and is neutralized before its release from the system. Excess powder is captured and recycled. No solvents are utilized so there are no polluting fumes or paint vapors (VOC) to escape. There is virtually nothing in the entire process to adversely affect our environment. v7.0.212.13922 Page 2 of 7 .1 X 0 0 Ilk 4 IT4 D, CHEMICAL RESISTANCE GUIDE OPTIONAL MATERIALS Aluminum is highly resistant to weathering, even in industrial and coastal environments. Cook uses only marine grade alloy that has either been annealed or hardened for greater strength and stability. All aluminum meets or exceeds The Aluminum Association and the latest ASTM B209 requirements. 304 Stainless Steel is the most widely used alloy of stainless steel. It is the preferred material for the food and beverage industry due to its resistant to corrosion and antibacterial properties. Also used in applications where additional surface hardness is needed or in elevated temperature environments for material stability. 316 Stainless Steel has superior corrosion resistant properties when compared to 304 stainless steel. Fiberglass or FRP (Fiber Reinforced Plastic) can provide equal or better corrosion resistance than standard liquid epoxy coatings. Fiberglass provides an option for less weight when compared to stainless steel units. Cook's vinylester resin is formulated to achieve a Class I flame spread below 25 and is standard with an additional topcoat to provide superior chemical, flame and UV resistances. v7.0.212.13922 Page 3 of 7 COOK CHEMICAL RESISTANCE GUIDE COOK Lorenized COOK Fan Finish COOK Phenolic AirDry 304 316 (Polyester Epoxy Epoxy Phenolic Stainless Stainless Powder) Powder Powder (Heresite) Aluminum Mild Steel Steel Steel Fiberglass -<Standard>. ..—.---.....--cOptional>--..---- ---.—.--.----.-.--.-.------<Uncoated>----- etaldehyde NO ND P p G F G G ND Aàetic Acid F F F F F F F G 210 iicAnhydnde P G p p G P F F ND Acetone P F F F G G G G P NO ND, NO NO. NO NO NP NO NO Acetylene NO ND P P G G G 6 - ND kcryiicAdd —ND, ' -ND._ NO NO NO NO ND WD Actylonitrile ND G ND NO ptic Acid NO - NO NO NO G ND - G NO . . NO Alcohol G G F F G G G G NO ATi Chionde ND F NO ND G ND G G NO Aluminum Acetate P ND G G P NO G G ND TTh Chloride - G G F F P p - - P - F - NO j Aluminum Fluoride ND G P P p F F F NO IurninumHydroxide ND .G 6 6 -- G ,G G Aluminum Nitrate ND ND F F G P 0 0 ND Sulphate..,_ ND, F F .F1.. Ammonia (dry) ND G F F G F G G 100 J1j(rnoist) NO F P, ..- G P Ammonium Biflouride NO 0 NO ND P ND P 0 ND Ammonium Carbonate ND C ND NO G F F G ND Ammonium Chloride G G G C .. F F 210* lfnonlumHydroxlde 'P .. -.. . ••F •, , P....G - 6180 H Ammonium Nitrate NO G F F G P G 0 210 imonhiimOxalate ND, ... ,.:' ....F G 14D Ammonium Perchlorate NO NO F F G ND C , C NO naLo !umeraulphate .....' ....Q.. .. .................f...... - Ammonium Phosphate C G F - F - P P C 6 210 ium Sulfate 6 ,. 'F .F, . !_.... FF _21O.j Ammonlumsulphit ............ND ND - F .F . G ND Ammonlummiocynate . - ND ND P P G G C C ND AmylAcetate . -, ND G ..ND, ND G P 0, G - NO zjy]Alcohol NO -. .............................G,G F G_ N Amyl Chloride ND C ND ND p 0 F F . Nb- G P .., :.. Aqua Regis ND P ND ND P ND P P . ND nicAcid .ND .... BariumCarbonate ND G ND NO P - F F G ND pmChlorIde 0 -C , '..'F :. F .G . Barium Hydroxide ....G ...G - Bnum Nitrate G - F -- Barium Sulfide G 6 P P P P G C NO arn!ulphate ND. FF ..................F . Benzaidehyde ND G P P p 0 F G ND Benzene F F F F G G C C P Benzoic Acid G G . F F G NO G G 210 Bt NO G p p C NO F C ND enzoyl Chloride G ND . NO ND P G NO .. NO . NO Bhc Add G F . F F F . P. F C NO Bromic Acid ND . G ND ND P , F ND ND ND Butádiene ND C P . P F - ND C G ND Butyl Acetate ND F P p G F G F ND BtYlAlCOh0l F ..,.ND.__.J'1D,...ND .IG ,G __.NP.._.: Butyl Bromide F ND NO NO NO . NO NO ND ND Butylamine NO ND G . G . . - C C, NO Butyric Acid F C - F F .NP F . .2.10 cju mBtsUffate gk . NO .; , Q.. . P - - .NO . . F .......ND Calcium Carbonate C 6 F - ....F G ,. GG C - 180 rnBromide _G ND NO -('*ND ND ND NO ND, N0 .. - Calcium Chlorate ND G , ND ND F G F G 210* . ........... . . F ..,.._..__.. .....................F'_ Calcium Hydroxide P .., G . G . - G ., P FG G 180 Hypochlorite :.. .:F P, ND ..... FND .......I Calcium Sulfate - ND - C - F - F G ND F F .F G ND çith'llAcld, CarbonBisulfide ND;. ND C G s .-. F F GND . 6 ND 'C2rbonDlsuMde . 6 ,6 - P .- p- C F F G ND Carbon Monoxide Gas ND C 6 G C G _ G . G 210 . &TetrschlorIde C :_ _P P F,,_F,_ Ion Carbonic Acid ND G F F F NO F F ND neGas(dry). ..NP..._J..!:.. F,F '.. F. F 210* Chlorine Gas (molst) NO FG - 6 .. ..... P ..- . 1610* corine.water . . G ., -• ., ,...ND P .....,,180 Chlorobenzene F G , P 0 F6 G, - .. p!!qfpform .,P P • F,- . .._ ..a NO Chlorosulfonic Acid P F - NO NO F P F F NO CIirnlcAcid100% .... . . P .....,,.PJ...: .,_..Y. _-_.-...-.... F _ND,..,J ChrormcAdd50% P F P P... p P P F ND c~hrrCcAcid. .,. --.-..-- .......,.......... ..., FF, Citric Acid G F F F F P F G 210 G = Good, F = Fair, P = Poor, NO = No Data, ### = Temperature Limit, = Additional Accessories Required - Contact Factory v7.0.212.13922 Page 4 of 7 COOK CHEMICAL RESISTANCE GUIDE COOK Lorenized COOK Fan Finish COOK Phenolic Air Dry 304 316 (Polyester Epoxy Epoxy Phenolic Stainless Stainless Powder) Powder Powder (Heresite) Aluminum Mild Steel Steel Steel Fiberglass cppperAcetate -<Standard>. --- - -<Optional>----..-.-.--.-.. NO ND NO Copper Chloride (3 G F F P P.-- P P F ._G ND_,_; 210 coppTrCyanlde - ND F P P P P " (3 (3 - 210 C2ppf Floborate NO G NO NO P ND P P NO copper Nitrate ND - G - F - F - - P P - (3 (3 , 210 - cppersuwate (3 F F - F P - P (3 (3 210 - p Oil (3 NO P 'P -(3 - C ' C G NO Cresylic Acid NO C NO NO G F (3 G NO tyclohexane __G,_ - - __...NP. - :._.: Cyclohexanone NO NO NO NO ND NO NO ND NO NO yd. ,ND., NO NO . NO, NO .. NO . - NO NO , NO piacetone Alcohol G NO NO NO C C C C ND , Ditjt Phthalate - ND - NO NO NO, ND - C - C G ND Diethanolarnine NO NO NO NO G NO NO NO ND O1bilene glycol NO ND NO ND NO NO NO NO NO Diethyl Sulfate NO NO NO NO NO NO NO NO NO , bThornpHAcid j' ND ND ND ND NO __,,_ND,, NO NO - - Dimethylamine NO ' NO ND, NO NO NO NO NO NO ND Djçptyi Phthalate ..ND.,.,.,ND,._ .NQ... ----NO NO NO NO NO -ND Dipropylene Glycol NO NO NO NO NO NO NO NO NO han9lamine NO C _.NO... ND', 'C F ,F_ G , NO j Ethyl Acetate NO C P P F F C G NO Eyl Alcohol G - ND F F F C C C --,-.-GO Ethyl Chloride NO C p p F F F G P thylEther NO ND_ ,_ND NO -ND ND_ NO ND_ EtheneChlorlde ND NO C P P F F C GP ELhyjeGlycol C ---p 'p EF G G_ -- NO Ferric Chloride G F F F ' P P P p ,ND F&Nitrate.___Q P .•'.,P_. Ferric Sulphate ND G F F P p G F 210, Ferrous Chloride NO G F ' F P ND ' P P -. ND ?effoUS.]phat5 ......................NQ_.........G .F F P G 210 formaldehyd C F F - F F - - F - C C ND Formalin-Formaldehyde NO , NO G . G F P - (3 G 120 FormlEAcid P' F P P 'P . P F - F 180 Flourine ND P P P p p p p NO ND' 'F -. .......... 210* Furfural NO G - P P C F G C 100 — NO _ND ND ND,, ND__ NO NO , ND_,,,_,_ NO — Gallic Acid - ND , NO F F C P C C NO C G F F (3 F C C 180 Glucose NO G F F C G G C NO Gkjconic Acid NO ND NO NO NO NO NO NO ND Gkjtamic Acid NO ND , NO NO C ND F F ND - ND_._._ - G ,' F F.' G (3 G G ND -- colc Acid ND G NO ND G ND ND NO NO eptane' G.. ' Hexane NO G P P G G C G ND plexyleneGtycol NO - NO NO NO ' NO . NO. ..ND, NO -, NO Hydrobromic Acid NO F - , - P P , P P P , F 180 F,,F, -----, _P__,,, ,_ P,___18,, HydrchousAcld ND F, NO . ?-.-_.......................... 100 -lydrocyarnc Acid G - G - P P F F G (3 - - HydrofluoricAcid P F P P P P P p 130 )-lydrófluosilicicAcld P,,, - 'ND P ,,P_ P. ' _,ND F ', . P _ 150 Hydrogen Peroxide NO F P P G P G C 150 ydrogenSulflde . _.._,_C -------- F , - - . .180,,. Hydrogen Sulfide(aqueous) ND - C . NO NO F ND F , G , , ND Ryrog Sulflde(dry) NO -. NO . ',ND ' ' F, F - F. .' ' C '.., ND, Isobutyl Alcohol C - NO - NO NO C , C , C . - C - NO 1pLppAAcetate NP. .....ND ND ..,.,., .NP. , .. ND-- isopropyl Alcohol C C ND ND C C - G NO— ND opmpylEther •_ND_ND ' ND NO G GG_ Lactic Acid F G F F F P F C 210 Lead Acetate ND .- G. . ND NO ' P - P -. F F ND Lithium Chloride (3 F C 6 P NO , - F F NO gJCarbonate. ND,,.J'.G., F P 'P. . C C. - -. 180-, Magnesium Chloride - C G , C , 6 P P , , F F 210 a'iuHydroxide ND G' F .F 'F ' .,F. ,.:..,F G NO Magnesium Nitrate ND G , F F P - , C , (3 ND PLagiumOxychlotide NO -. .NP P_._. F_,._PL_NP_..._.... Magnesium Sulfate NO C F F F F , F C NO le1cAcld ..........':G ,.'.PL. F:-. . Malic Acid - NO , - NO NO ND,, F - F - NO Manganesearbonate ,, NO ,------------ND - G ..''..0 . ,_ND_,, -.....C,, G__ . NO Mercurous Nitrate NO NO G G P P C C NO M6iy6cAdd NO, NO NO ND G NO" - ND NO - - - NO M ethanesulfonic Acid NO NO NO NO NO ND NO NO NO MethylAlcohol - C - NO F F - F,, C C C ,,ND_ -- Methyl Acnjlate ND NO NO NO NO G G (3 ND C = Good, F = Fair, P = Poor. NO = No Data, ### = Temperature Limit, • Additional Accessories Required - Contact Factory V7.0.212.13922 . Page 5 of 7 COOK CHEMICAL RESISTANCE GUIDE COOK Lorenized COOK Fan Finish COOK Phenolic Air Dry 304 316 (Polyester Epoxy Epoxy Phenolic Stainless Stainless Powder) Powder Powder (Hereslte) Aluminum Mild Steel Steel Steel Fiberglass -<Standard>- -------------cOptlonal>-------------.. ------.---------.-------<Uncoated>---------------------.------ Methyichioride F G PP F ND P Methyl Ethyl Ketone P F F F G G G G P Methyl Isobutyl Ketone NO F F F (3 G G G ND, - Methylene Chloride NO 6 P P (3 (3 G (3 ND Mprpie NO NO ND NO NO NO ND NO NO Naetha F G F F G F (3 G 180 ai{h'ine ND ND P P G G F F _ND NapthalensulIonic Acid NO NO F F P P F . G ND Ni&e-1 Acetate ND ND P P P (3 (3 G ND Nickel Chloride G G F F P P F F 210 NrciNitrate NO NO F F P P (3 (3 - 210 Nickel Sulphate ND (3 . F F P P F -. (3 210 Nitric. Add 5% P F G (3 P P F F 150 Nitric Acid 10% P P G (3 P P F F ND WOE Acid (vapors) p p F F F P G F NO Nitrous Acid NO ND F F F ND ND (3 NO QjcAcid G - F F F F 210 Oxalic Acid G G F F F P F G 210 zone ' ND NO ' . . NO '. . ND (3 P Phenol ND F p p F P (3 G P jicAcid G F F F P P F F 210 Phosphoric Anhydride ND ND ND ND F P F C ND pilc Acid ? 6 F F F F P 6 6 P Phthalic Acid NO - NO -. NO NO G NO NO NO NO I äIyethyIeneGlycol ..:ND ND NO; . NP .......... ND '... _.NP _. -- ND ..NO . Potassium Bromide G G F F F P F (3 160 otassiurnCarbonste .G .F:._..'.. F.. . ... -- ,F F -- NO Potassium Chlorate ND G F F F F 6 (3 - ND gijjm ..hlord. . Potassium Cyanide NO G F F P F (3 F P &ssium Dichromate NO F F F (3 F G (3 210 Potassium Ferricyanide ..ND ...........ND F - F . . - G ND G G210. - Potassium Feffocyanide ND G F F F F - (3 6 _210 — Potassium Hydroxide P -- F F F P F G . G ND poasshTmHyprodulorite .. - .:ND..ND P P F 'WD 'F . .,. - ND Potassium Nitrate ND G F ui Permanganate , ND - ND ,P .P 'G F G F- 21 J Potassium Phosphate NO NO P P p ND F ND NO otarnSulphe_ ----NP .F.._._.. -- ,. . _1__ -J Propane NO ND NO ,.ND ND NO NP, ND NP.. pyrogauic Acid NO ND F F F F G (3 ND Pyridine - ...Np ND' N6' F' ..G ND Spray G, F F FP F .. Silver Bromide NO NO F F P NO - F F NO SiiverNitrate . ND G F F . - P .. - P G. . - F 210 .Sodium Acetate NO (3 F F G F G (3 210 ium Bicarbonate . . F F" . F G F. 6 G _ND_._ Sodium Bisulfate NO 6 F V . F P G 6 210 odiumBisuIfite ,.. NO G , NO NO F' ,G ,, (3 (3 ND SodiumBorate NO F F .! G ,G •, ND , - ND '.........'F..' - .. •ND .' Sodium Carbonate 6 G F F . F F G F 160* gdiumChlorate' . .F. -F'' F 'G . ......G _,210, Sodium Chloride G 6 G G F F F F 210 mChromate "ND jF .............p , F G ND Sodium Citrate NO NO . (3 P NO G G NO umCyanIde ...ND - F. ,,. P..,' - ' F. .. :' F - , ,G ..... , , .NP... Sodium Dichromate ND NO P P' P F F P 210 odiUmFerrlcyanide - - ., .ND .:.. NO .................F ., ND .. G, ,. G. 210 Sodium Fluoride ND ND P P F P F F 180. Sodiun Farmate - ND (3 ND ND ND ND ND - NO - ND Sodium Hydroxide P F F - F P F G F 150 odiurnHypochlorite. _.ND2.._.F.....'P,.',.. P.' - P:P, .: P . -. F'150_. Sodium Hyposulphate NO F NO . NO G NO . P F NO - _NoiLlr Hyposulphjte., - ............... 'ND. .,_ F_.,.:...... ._.f' G ,G Sodium Nitrate ND G F F G F G . G , 210 Nitrite ND NO F F (3 ND - (3 (3 210 Sodium Perchlorate NO NO P P P NO G NO o4rnPeroxide , ND,' . G P P" - 'F ''F G . (3: .ND Sodium Phosphate , -. CND ,, FF P F G . GND imPhospMe ..'ND..ND ......NP...LNPt........ND ...NP_....._,•,_G Sodium Salicylate NO ND F F P N G G NO Silicate ND 6 F F F F J. (3 F 210' - Sodium Sulphate NO .F F ,. -. ......F (3 .210 qSulphlde -. G ...ND P_ P.. ....... FF 210 1 Sodium Sulphite ND ND ..F - F ,, P - F - FND Chloride NO G F F P P P.. P 210 Stannous Chloride NO G F ,P FP .... $tamVapor - GLG, ........, - F,,,, ......F .6 G -,180,_, Stearic Acid G 6 F F F F F G 210 G = Good, F = Fair, P = Poor, NO = No Data, ## = Temperature Limit, * = Additional Accessories Required - Contact Factory v7.0.212.13922 Page 6 of 7 . COOK-, CHEMICAL RESISTANCE GUIDE COOK Lorenized COOK Fan Finish COOK Phenolic Air Dry 304 - 316 G = Good, F = Fair, P = Poor, NO = No Data, •:•::: = Temperature Limit, Additional Accessories Required - Contact Factory 1-• L V7.0.212.13922 Page 7 of 7 .AN DIEGO: REGIONAL FICE USE ON[ HAZARDOUS MATERIALS ri lQTIflMMAID BP applicant must contad.the. Fire PtOteCtion Agency with jurisdiction prior to piafl submittal. Occupancy Rating: p'i. 9 '.FaciIlt,!s.Square FootBge (lncIuding,ProposedproJect): I., Explosive or. Blasting Agents .5.. Organic Peroxides 9: Water Reacti Compressed.Gases, (B, Oxidizers 10. Cryogenics FlanirnabtelCon!bustlble LIquids 7. Pyfophorics 11. Highly Toxic .4. Flammable Solids S. Unstable Reactives 12. Radjoactives Call (858) 505.6700 prior to the issuance of :e building pimilt FEES ARE REQUIRED Project•'completlon Date: Expected Date. ofOcci NO . (for new construction a - 1. 0 Is your business listedon the reverse: side of this form? (check all that apply). 2. .0 Will your business dispose Of Hazardous, Substances or.Medical Waste in any ama 3 0 Will your business store or handle Hazardous Substances in quantities greater that pounds Bndlor 200 Cubic feet? 4 , 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 5. 0 S Will your business, use an existing Or lnstall anunderground' storage tank? 6 JX 0 Will your business store or handle Regulated Substances (CatARP)? 7 0 0 Will your business use or Install a Hazardous Waste Tank System (Title 22 Article 8. 0 Will your Will store petroleum In tanks or containers at your facility with a total or greatOr.than 1.320 gallons? '(Cali(ornia's Aboveground Petroleum Storage Act). requirements contact APCO. Reslden es are'typiçally exempt, except - these with more than on dwelling units townhomes condos, mixed-commercial use deliberate burns residences forming YES NO 0 Will the. project dlsturb 160 g uare feet or more of existing building materials? 0 %Will any load supporting structural members bO removed? Notification may: beie 0 0 ,(ANSWER.ONLY IF QUES11ON 1 or 2:lS YES) Has an' asbestos survey been p Technician? 0 0 (ANSWER ONLY IF QUESTION.3 IS YES) Based on the sulvey results. "lIthe #," mbe requIred .10 working:days prior tO'commencing asestos•rmoyaL 5. 0 Will the projector assOciated constRictiOn equipment emitair contaminants? Se ((w.sdaocd.oroRnoRacts/beriodU for typlcal'equipment requiring an. APCC 6. 0, 0 (ANSWER ONLY IF QUESTION 5 Is YES) -Will the project or-as SOciated COnstn Briefly any 4. Corrosives 14. Other ilOalth Hazards dcMatevlas 15. NOnOoflheSe. ricy:. P 0 CaIARP Exempt modeling proj5 El V - '. initials equal to 55 ga5I01 20! i 0 CalARP Requited Clrv ,-. I Date Initials BUILDiNG Ls CalAR Ab uJ V!4 P Complete ility 'storage capacity equal to Date Initials equiresa stamp ficmAPCD 10124 Old Grove Road, San. Yes.'fl4Q6 N61 The following questions are intended are'not"identlfled'bythese questions. For comprehensive Irng on the property single buildings with more than four a larger. project. LExçIudes garages & small Outbuildings.) '10 working .days, prior to commencing demolition. ed by'a'Certifled Asbestos COnsultant or Site Su,veiflañce asbeStos containing material?NOtiflcatioñ reverse side'of this fOrm OrAPCD factsheet locatedwithin 1,000 feet of a SchOl I deClare made FIRE DEPARTMENT OC'CUPANCY'CLASSiFiCAtION:' FOR OFFICAL USE' C Dy . '. EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT OUT NOT FOR OC UPANCY RELEASED FOR OCCUPANCY COUNTY -HMV APCD COUNTY-HMO APCD COUNTY lIMO APCD ' c 0 rot, . . . - 0 - siamp in wsqoxg=exempxs ousinesses yrom compieung:orupaaung a riazaraous lviaier!a15 M. eu mess nan. utner pemmiing requirements may sumiappjy. H9171 '(08115) ' . Cpinty of San Diego DEH - Hazardous' Materials DivisiOn ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-4384941 Fax: 760.476.852 SourceControl@onclnejpa.com Date: g--'L3-/f Business Name: JYee kna.- á. Ae-'• StreetAddrees: 2'97? Pt124V,17' CJ7P-j3-'O Email Address: __ PLEASE CHECK HERE IF YOUR 13USINESS'8 EXEMJr: (ON REVERSE SIDE CHECK TYPE OF BUSINESS Check all below that are present at your facility: O Add Cleaning o Food Processing o Assembly o Glass Manufacturing o Automotive Repair o Industrial Laundry Battery Manufacturing o Ink Manufacturing o Biofuel Manufacturing Laboratory 0 O Biotech Laboratory o MaditnlngJMlillng o Sulk Chemical Storage o Membrane manufacturing Car Wash (i.e. water filter membranes) o Chemical Manufacturing o Metal Casting/Forming M0014P Chemical Purification o Metal Fabrication Plo4iCS Dental Offices 0 Metal finishing o Dental Schools Electroplating o Dental Clinks ElectrolessPlatlng o Dry Cleaning Anodizing o Electrical Component Costing (i.e. phosphatlng) o Manufacturing Chemical Etching/Milling o Fertilizer Manufacturing Printed Omult Board o Film/X-ray Processing Manufacturing o Metal Nutritional Supplement/Vitamin Manufacturing Painting/Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing/ Packaging Pharmaceutical Manufacturing (Including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap/Detergent Manufacturing Waste Treatment/Storage New Business? Yes 0 No SIC Code(s) if known: Date operation began/will begin:______________ Tenant Improvement? y9 N019 If yes, briefly describe improvement: Description of operations generating wastewater (discharged to sewer, hauled or evaporated): _tq..r iIrJ VL..O 5 y 4IO4A3 ) JOcn C- t Lefl3 CLCO-,J "-4% -A-0e-064 / & - Estimated volume of Industrial wastewater to be discharged (gal/ day): List hazardous wastes g1nerated (type/volume): P/Itr -4.-CF" jlO H.4. US'7 Have you applied for a Wastewater Discharge Permit from the Encino Wastewater Authority? Yes 0 Date:_________ No 13 Page 1 of 2 ENO.NA WASTEWATER AUTHORITY INDUSTRIjL WASTEWATER DISCHARGE PERMIT I SCREENING SURVEY 8200 Avenida Encbas, Carlsbad, CA 92011 Phone: 760.438-3941 Fax: 780476.9852 SourceControlenclnaJpa.com The commercial enterprises listed below are partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating!condltions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewateriwith no pollutants exceeding any local Omits), and (b) they have no potential to negatively impact the EWPCF or other wa4ewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Cleaning Services Carpet/Upholstery Chlldcare Facilities Churches Community Centers Consulting Services 6 Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services, Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Residential based Businesses CERTIFICATION STATEMENT Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) I certify that the information aboveVs true and correct to the best of my knowledge. Print Name: Miçt.i 44i DATE:? fr'/ Facility Contact: M i L&. .tA e'Title, Aahid!52 ENCINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINA$. CARLSBAD, CA . Phone: 760-438-3941 Fax: 760-476-9852 SourceControItencinaiøa.com Page 2 of 2 nt Servi (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. A If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. A Details on CAP ordinance requirements are available on the city's website., Application Information Project Name/Building Permit No.: • C3CcO('I 031O Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: '5?2 t'&'D L4?t1 tfrt') /Contact Email: 40V _11 V2 y2g Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: Applicant Sign ure: Date: _______ B-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuatibn. Building Permit Valuation (BPV) $ 9' 7, &O Construction Type E1 Residential O New construction Alterations: BPV ~: $60,000 Electrical service O BPV 2! $200,000 D Nonresidential New construction Q' Alterations Complete Section(s) I Notes: 1A exempt IA 1A 1-2 family dwellings and townhouses with attached garages only 1A Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed lB and 2 2 1. Electric Vehicle Charging LI Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSEready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parldng Spaces Proposed EVSE Spaces Capable Ready F Installed T Total Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be 'Capable," "Reads?' or "Installed!) *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~t $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing poems are proposed. D Nonresidential new construction (includes hotels/motels) 0 Exception:_____________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist 2. El Transportation Demand Management (TDM) I List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee AOl/i 000 square feet is selected from the table below. Use GFA Employee: ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Employee ADT 4A1D Total If total employee ADT is greater than or eq alto 110 employee ADT, a TDM plan is required. TOM plan required: Yes 0 No Employee ADT Estimation for Various Commercial Uses AD T for first Emp ADTI Use lsM.ZR us , Pffi)L. I 20 20 Restaurant 11 11 Retai13 -- 8 4.5 4 3.5 _____ Industrial .4 3 - - Warehousing 4 ' 1 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, lOThEdition 2 For all office uses, use SAN DAG rate of 20 ADT/1 1000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses maybe subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/1000 x 20 = 409 Employee ADT Retail: 9,334 sf First 1,000 sf8ADT 9,334 sf- 1,000 sf= 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Updated 4/12/2019