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HomeMy WebLinkAbout2051 PALOMAR AIRPORT RD; ; CB991824; PermitV2-'X17 City of Carlsbad 06/24/1999 Commercial/industrial Permit Permit No: CB991824 Building Inspection Request Line (760) 438-3101 Job Address: 2051 PALOMAR AIRPORT RD CBAD Permit Type: TI Sub Type: INDUST Parcel No: 2130503900 Lot #: 0 Status: ISSUED Valuation: $10,000.00 Construction Type: NEW Applied: 05/11/1999 Occupancy Group: Reference #: Entered By: DT Project Title: MELLES GRIOT Plan Approved: 06/24/1999 416SF PATIO COVER, SCRUBBER W/ CHAIN LINK FENCEIssued: 06/24/1999 Applicant: Owner: Inspect Ar.43 06/24/99 0001 01 MATRIX ENGINEERS SUNROAD PALOMAR PARTNERS L P - 1455 FRAZE'RD #1000 475 PRODUCTION ST SAN DIEGO CA SAN MARCOS CA 92069 /" 92108 ' 760-744-4600 S " S S Total Fees: $326.51 . Total Payments to Date: $73.83' ' Balance Due: $252.68 02 252.68 Building Permit Add'I Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee $113.58 Red. Water Con. Fee $0.00 $0.00'. Meter Size ' ..$73.83 ",- dd'I Reck-Wa,ter,Con. Fee $0.00 $000' FD P ay' off Eee $0.00 $0.00- PFF • $0.00 $2.10 \ PFF (CEDS Fund) $0.00 $0.60 "License Tax $0.00 $0.00 NCO&ii'e Tax (CFD Fund) $0.00 $0.00 Traffic Impact Fee • • $0.00 $0.00 Traffic Impact (SCFD Fund) $0.00 $0'OO' LFMZ Tahsportation• Fee $0.00 $0.00 PLUMBING TOTAL $0.00 $0.00 ELECTRICAL'TOTAL $0.00 $137.00 - MECHANICAL TOTAL $0.00 $0.00 Master Drainage Fee: $0.00 Sewer Fee: $0.00 $0.00 TOTAL PERMIT FEES $326.51 FINAL APPROVAL 71 lnspec7, Date: ______________ Clearance: NOTICE. Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacdy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 FOR OFFICE USE ONLY PLAN CHECK N0.69W4 EST. VAL. (O 00 Plan Ck. Deposit 7 ' Validated By ________________ Date PERMIT APPLICATION APPLICATION -' CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 • Address (include (include Bldg/Suite #) Business Nime (at this address) Lot No. Unit No. Phase No. Total # of units Assessors Parcel # ' Existing Use A&k F(H('e A111 s/99 0001 01 ' V/11 r—ppmz -83 Description of Work Ø i f Sonobf ado."#bf Bathrooms '' VQZ c PE N (erejtfromapp(id'ant) . jt11k lor ns dd,a,i r. siMMcog 69 9,2o9 (zopw-r400 )4w-YO7 Name Address City 6ontrict& Qe State/Zip Telephone # Fax # - L JCANT Ctractor Dner D Aor0wner Si. CA Qn9 £ZQ W-ôo )qg4O7 Name Address City State/Zip Telephone # 4.PROPERTY6WNER - -- - - Lafickhd A1.r tvgs ckiEA1 Name Address City State/Zip Tolophone # (Sac. 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 is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($50011. 9LA'1,. fl,.. £ Name V Address City State/Zip Telephone # State License # 5'/i1 License Class 493 V City Business License // 4206,757 Designer Name Address City State/Zip Telephone State License # 1 WORKES1PIA11ON - - Workers' Compensation Declaration: I hereby 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 as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company 6.4,"as Policy No. j4.2 fl 9 - 8 .c c Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [81001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8 100,0 ), In ad Won c St of compensation, damages as provided for in Section 3706 of the ab code,jnterest and attorney's fees. SIGNATURE - DATE & LL_OthLDRDEKAATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, em exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES []NO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed Construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contract (hired) the following persons to do th9 work indicated (include name / address / phone number / type of work): - 7/ I I Vi I Q L. PROPERTY OWNER SIGNATURE \)(Ii ._/J_V%J4/(Jq?'( I _IWXWI-4_J WAITE U/ I-/ _7 7 1CMPtTEHIS SECTIbNJjQft NON R ID 1AZ)iOILDING PE 1S,OP - Is the applicant or future building occupa quired to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building 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 be constructed within 1,000 feet of the outer boundary of a school site? 0 YES Wr NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ i 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 representatives of the Cit, of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every 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 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is mencedfjcø nod of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE - z_- 7 WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Inspection Request I - i For. 9/15/99 ,.--J Permit# CB991824 Inspector Assignment: TP Title: MELLES GRIOT Description: 416SF PATIO COVER, SCRUBBER W/ CHAIN LINK FENCE Type: TI Sub Type: INDUST Job Address: 2051 PALOMAR AIRPORT RD Suite: Lot 0 Location: APPLICANT MATRIX ENGINEERS Owner: SUNROAD PALOMAR PARTNERS L P Remarks: AM PLEASE Total Time: Phone: 0000000000 Inspector: Requested By: JOHN Entered By: CHRISTINE CD Description Act Comments 19 Final Structural Inspection History Date Description 8/10/99 62 Steel/Bond Beam 8/6/99 62 Steel/Bond Beam 7/27/99 63 Walls 7/27/99 66 Grout 7/21/99 62 Steel/Bond Beam 7/21/99 66 Grout 7/13/99 11 Ftg/Foundation/Piers 7/13/99 12 Steel/Bond Beam 7/9/99 11 Ftg/Foundation/Piers 7/9/99 12 Steel/Bond Beam 7/2/99 11 Ftg/Foundation/Piers 6/29/99 11 Ftg/Foundation/Piers 6/29/99 12 Steel/Bond Beam 6/28/99 11 Ftg/Foundation/Piers 6/28/99 12 Steel/Bond Beam Act Insp Comments AP PS CO PS WC TP AP TP 2ND LIFT WC TP AP TP 1ST LIFT CMU©PAD AP TP CONTAIN PAD AP TP CO TP WALL FTN NOT PER PLN CO TP CA TP NOT READY CO TP AP TP COMPRESSON SLAB AP TP SCRUBBER SLAB/FTN AP TP EsGil Corporation In Partnership with government for !Bui&Iing Safety DATE: JUNE 21, 1999 UECANT JURISDICTION: CARLSBAD 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 99-1824 SET: II PROJECT ADDRESS: 2051 PALOMAR AIRPORT ROAD PROJECT NAME: MELLES GRIOT (UTILITY YARD ADDITION) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Specify the anchorage of scrubber to slab (details & calculations) will be submitted to the city for review and approval prior to installation. By: All Sadie Enclosures: Esgil Corporation LI GA U MB LI EJ El c 6/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation In Partnership with government for Bui&Iing Safety DATE: MAY 20, 1999 JURISDICTION: CARLSBAD PLAN CHECK NO.: 99-1824 SET:I O APPLICANT RfS- U PLAN REVIEWER U FILE PROJECT ADDRESS: 2051 PALOMAR AIRPORT ROAD PROJECT NAME: MELLES GRIOT (UTILITY YARD ADDITION) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: MATRIX 475 PRODUCTION ST., SAN MARCOS, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LII REMARKS: By: All Sadre Enclosures: Esgil Corporation Li GA [: MB 0 EJ 0 PC 5/13 trnsmU.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 + (619) 560-1468 • Fax(619)560-1576 CARLSBAD 99-1824 MAY 209 1999 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 99-1824 PROJECT ADDRESS: 2051 PALOMAR AIRPORT ROAD DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 5/13 MAY 20, 1999 REVIEWED BY: Ali Sadre FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No Please specify the floor area of addition. Please note the type of occupancy of the addition. Please note on plans the exact use of the addition. Please specify any hazardous materials being used, handled or dispensed in the addition. CARLSBAD 99-1824 MAY 20, 1999 Please justify that the allowable areas are not being exceeded with the new addition. Please show the structural details of the penetration of the tilt-up wall. Please specify required S & I and the ICBO approval number for the steel decking. II. Please show complete details and notes for the deck welding on plans. Please provide calculations for the addition. Please Specify all material specifications on plans for rebar, concrete, steel, anchor bolts, etc. Please specify all materials that require special inspection on plans, i.e., concrete, placement of steel, field welding, expansion anchors, etc. Please submit the name and address of the Special Inspection team on plans. If the addition classifies as H2, H3, etc. please show how the penetration to the existing is protected with a fire/smoke damper. Please show anchorage to the floor for the new equipment. Note where detail 12/A4 is referenced on plans. Please provide properties for MC10x2 per plans. Please specify the roof slope for the addition. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ali Sadre at Esgil Corporation. Thank you. CARLSflAD 99-1824 MAY 20, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 99-1824 PREPARED BY: Ali Sadre DATE: MAY 20, 1999 BUILDING ADDRESS: 2051 PALOMAR AIRPORT ROAD BUILDING OCCUPANCY: Fl TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA fft3 VALUATION MULTIPLIER VALUE ($) UTILITY AREA 3-HOURS ADDITION 87.15/HR. 261.45 ESGIL FEE Air Conditioning Fire Sprinklers TOTAL VALUE 1994 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 1994 UBC Plan Check Fee Plan Check Fee by ordinance: $ Type of Review: Z Complete Review Structural Only Hourly Repetitive Fee Applicable Other: $ 326.81 City Fee Comments: Sheet I of I macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB %1 \ i4 DATE s/i Lf / cq ADDRESS '051 PaIorro," Pri,r+ Rd. RESIDENTIAL MPROVETh RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$101000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEER DATE______ DoWMIormslPIanning Engineering Approvals Carlsbad Fire Department 990217 2560 Orion Way Fire Prevention Carlsbad, CA 92008 - (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 06/21/1999 Reviewed by: . Name: MARK HOSFORD Address: 475 PRODUCTION ST. City, State: SAN MARCOS CA 92069 Plan Checker: Job # 990217 Job Name: Melles Griot CB991824 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is ' based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. EJ Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd 3rd Other Agency ID FD Job 990217 FD File # Carbad Fire Department 990217 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 05/17/1999 Reviewed by: Name: MARK HOSFORD Address: 475 PRODUCTION ST. City, State: SAN MARCOS CA 92069 Plan Checker: Job #: 990217 Job Name: Melles Griot CB991824 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. E Approved The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. LI Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. Review 1st 2nd 3rd Other Agency ID FD Job # 990217 FD File # Requfiemen'ts Category: Building Plan Requirement. Pending 05.32 Additional Requirements or Comments Submit plans for the exhaust scrubber. Revise the technical report to include details on the scrubber. Fire sprinkler system must be extended under exterior patio covers Plans must be submitted for the sprinkler addition. Page 1 05/17/99 SCHIRrV1ER ENGINEERING CORPORATION 11770 BERNA ROD PLAZA COURT SUITE 116 A SAN DIEGO, CA 92128 A PHONE [6191673-5B45 A FAX [619)673-5B49 FIRE PROTECTION/LIFE SAFETY REPORT FOR MELLES GRIOT MANUFACTURING FACILITY 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA Prepared For: Mr. Jesse Smith MELLES GRIOT 2151 Rutherford Road Carlsbad, California 92008 SEC Project No. 2098038-000 January 21, 1999 Revised June 10, 1999 This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for his use and occupancy of the project, not for the purpose of construction of any other projects Fire Protection Engineering A Code Consulting A Loss Control A Security System Design I MELLES GRIOT -I- June 10, 1999 Carlsbad, California SEC Project No. 2098038-000 TABLE OF CONTENTS I INTRODUCTION .................................................................................................................i APPLICABLECODES .........................................................................................................I I BUILDING DESCRIPTION...................................................................................................2 I OCCUPANCY......................................................................................................................2 GENERALREQUIREMENTS..............................................................................................5 I CONSTRUCTION AND FIRE-RESISTANCE RATINGS.................................................................5 OCCUPANCY SEPARATION WALLS .......................................................................................5 FIREFLOW REQUIREMENTS ................................................................................................5 I FIRE SUPPRESSION SYSTEM REQUIREMENTS.......................................................................7 FIRE DETECTION/ALARM REQUIREMENTS ............................................................................8 VENTILATIONAND EXHAUST................................................................................................8 I COMPRESSED GASES AND CRYOGENIC FLUIDS..................................................................10 INDUSTRIALOVENS ..........................................................................................................14 HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS .................................15 1 CONCLUSION...................................................................................................................18 I INDEX OF TABLES TABLE 1. CONSTRUCTION REQUIREMENTS.............................................................................5 I TABLE 2. FIRE SUPPRESSION REQUIREMENTS.........................................................................7 TABLE 3. HAZARDOUS MATERIAL SUMMARY.........................................................................17 APPENDIX A - HAZARDOUS MATERIALS INVENTORY APPENDIX B - DILUTION VENTILATION CALCULATIONS I Li MELLES GRIOT 1 June 10, 1999 Carlsbad, California SEC 2098038-000 MELLES GRIOT is proposing to relocate their existing laser manufacturing operations from their facility at 2251 Rutherford Road to an existing building at 2051 Palomar Airport Road in the City of Carlsbad, California. MELLES GRIOT will be occupying approximately 70,000 square feet of this 240,000 square foot building. The remaining area of the building will be occupied by other tenants, primarily as offices. MELLES GRIOT has retained Schirmer Engineering Corporation (SEC) to prepare a technical report to evaluate the fire and life safety code requirements for the new facility. Specifically, the report will address the requirements for the storage and handling of hazardous materials, the requirement for high-piled storage, and the requirements applicable to the proposed processes. APPLICABLE CODES The following codes and standards were used in preparing this report: California Building Code (CBC) - 1995 Edition V V V California Fire Code (CFC) - 1995 Edition California Mechanical Code (CMC) - 1995 Edition National Fire Protection Association (NFPA 13), Standard For The Installation of Sprinkler Systems, 1996 Edition National Fire Protection Association (NFPA 45), Fire Protection for Laboratories Using Chemicals, 1996 Edition National Fire Protection Association (NFPA 86), Ovens and Furnaces, 1995 Edition National Fire Protection Association (NFPA 231 C), Standard for Rack Storage of Materials, 1995 Edition National Fire Protection Association (NFPA 231), Standard For General Storage, 1995 Edition National Fire Protection Association (NFPA 325), Fire Hazard Properties of Flammable Liquids, Gases and Volatile Solids, 1994 Edition. Carlsbad City Fire Code (CCFC) - 1994 Edition MELLES GRIOT 2 June 10, 1999 Carlsbad, California SEC 2098038-000 BUILDING DESCRIPTION The remodeled facility will have office (Group B), assembly (Group A, Division 3), manufacturing (Group F, Division 1) and storage (Group S, Division 1) occupancies. MELLES GRIOT will occupy approximately 64,890 square feet of this approximately 116,984 square foot building. An area utilization of the MELLES GRIOT tenant space is as follows: First-Floor Assembly (Group A, Division 3) - 2,613 square feet First Floor Offices (Group B) - 19,383 square feet Second Floor Offices (Group B) - 6,712 square feet First Floor Production (Group-F, Division 1) - 26,237 square feet First Floor Storage (Group S, Division 1) - 8,783 square feet Second Floor Storage (Group 5, Division 1) - 3,450 square feet I OCCUPANCY Melles Griot will occupy the building for the manufacture of Helium-Cadmium, Helium-Neon, and Crypton-Argon lasers. Glass tubes will be delivered to the facility and stored on racks until needed. The tubes will be delivered pre-cut or will be cut with wet saws. Cut tubes will be "fire polished" at work benches utilizing hydrogen and oxygen gas. A flame will be used to melt and smooth the cut surfaces. The cathodes and anodes will be constructed of Kovar, a nickel/iron alloy. Cathode and anode raw material will be delivered, put in a tumbler and sand blasted. The tumbler will spin a sealed container of ceramic chips and water with detergent to clean and prepare the components for brazing. After spinning, the detergent is rinsed from the components and ceramic chips. An efflent pump will transport the efflent to a 1500 gallon storage tank. The cleaned cathodes and anodes will be stored until needed in polypropylene bins on the floor. After the parts are cleaned, they will be put on trays and pass through a hydrogen brazing furnace via a mechanical conveyor. The furnace heats and brazes the components electrically in a hydrogen atmosphere at 21000 F. Nitrogen curtains prevent the hydrogen from escaping MELLES GRIOT 3 June 10, 1999 Carlsbad, California SEC 2098038-000 and a natural gas fired pilot light is used to ignite any hydrogen gas that might escape. The anode will then be placed into the hydrogen braze furnace where a copper ring is connected. A glass working lathe utilizing hydrogen and oxygen will connect the glass tube to the anode. An electric annealing kiln is used to release the stress in the glass at a maximum temperature of 932° F for 1 1/2 hours. The glass tube and anode will be cleaned with nitric acid, muriatic (hydrochloric) acid, and hydrofluoric acid and rinsed with deionized water in the glass rinsing area. Components are also rinsed in covered tanks containing isopropyl alcohol. The rinsed components will then be cleaned with LiquidNox. The used LiquidNox will be drained to the city sewer. - The mirror component will be attached to the tube and delivered through a heated pass-through into a conditioned storage room at 212° F. This process prevents moisture from entering the tube. - A positive displacement pump will be utilized to evacuate the air from tubes. The tubes will be heated with an electric heat traced manifold to assist this process. The tubes will be sealed using a metal compression tool or glass sealed with an oxygen and natural gas minitorch. Tubes will be tested for leakage. This is performed by applying a drop of acetone where a leak is detected. Acetone and alcohol will be applied with cotton swabs to clean the laser optics. Swabs will be disposed in approved waste receptacles. Assembled laser units will be assembled into metal cases. RTV sealant/adhesive, or "hot melt" will be injected pneumatically into the aluminum metal cases to mount the glass tubes. The "hot melt" is heated in a glue machine to 350° F. The glass tubes will be cleaned using self I contained sand blasting units using a sand grit for the blasting agent. The units will be provided with self contained dust collection systems. I The machine shop will have a resistance spot welder, a hand saw, and a belt sander. A I localized dust collector will be provided at the belt sander. MELLES GRIOT 4 1 June 10, 1999 Carlsbad, California SEC 2098038-000 The shipping and receiving area on the ground floor will contain single and double row rack storage of in-process glass and metal parts and circuit boards in cardboard boxes (Class II commodity) to a maximum height of 12 feet. 6-inch wide transverse flue spaces will be maintained between rack uprights. Solid shelves will not be provided in the racks. Adjacent to the shipping and receiving area will be a 3,500 square foot mezzanine with storage below and on top of the mezzanine. The storage area below the mezzanine will consist of metal shelf storage of glass and metal parts in cardboard and metal bins. The class of commodity is considered to be Class II. The shelves will be 18 inches deep and a maximum of 9 feet high. The storage on top of the mezzanine will consist of metal shelf storage of polyurethane foam pieces used for packaging the lasers, and miscellaneous parts such as cables and circuit boards. The class of commodity is considered to be expanded Group A plastics. The shelves will be 18 inches deep and the maximum storage height will not exceed 6 feet. The storage arrangement will be maintained such that ordinary combustibles will be stored no higher.than 12 feet and high-hazard commodities such as plastics will be stored no higher than 6 feet, therefore the requirements for high-piled combustible storage are not applicable. Scrapped glass tubes with Helium-Cadmium cathodes and anodes will be ground and stored in a sealed 55-gallon drum. The drum will be located outside the building in a fenced in area approximately 20 feet from the building. A scrubber will be provided to clean the vapors generated from the glass cleaning bench. This is provided for worker safety, despite the fact the CBC, CFC, and OSHA do no require such a level of safety. The scrubber will be located on the outside of the building adjacent to the southeast exterior wall. Any vapors extracted will be washed in the scrubber such that the air exhausted to the atmosphere is free of any acid or particulate. I I MELLES GRIOT 5 June 10, 1999 Carlsbad, California SEC 2098038-000 There are no fire protection or life safety requirements within the CBC or CFC that apply to the I scrubber. GENERAL REQUIREMENTS Construction and Fire-Resistance Ratings I The facility will comply with the CBC requirements for Type V non-rated construction. The I required exterior wall and opening protection for Group A, Division 3; Group B, Group F, Division 1; and Group S, Division I occupancies is compliant as summarized in Table 1: I Table 1. Construction Renuirements OWN R, i Ei 6 fit—MMEW, R K- fit j i G, R E M flbffiTi Lr Exterior Bearing Wall Four-hour less than 5 feet, Two-hour elsewhere Exterior Non-bearing Wall Same as bearing Opening Protection Openings not permitted less than 5 feet, Protected less than 20 feet Occupancy Separation Walls A one hour separation wall will be provided to separate the tenant spaces into separate control areas. Fire Flow Requirements The required fire flow (water required for fighting fire) in accordance with Appendix Ill-A of the UFC is 4,000 gallons per minute of a residual pressure of 20 psi. This flow includes a 50 percent reduction allowance for automatic sprinkler protection. A waterfiow test was conducted on January 28, 1999 at approximately 2:00PM. Water was flowed from the hydrant directly in front of the building on Palomar Airport Road and pressures were measured on the hydrant located approximately 300 feet to the west. A static pressure of 116-118 psi was measured and a residual pressure of 115 to 118 psi was measured at a flow rate of 2,182 gpm. A static pressure of 110 psi was measured at the flow hydrant following the flow test. I Ii 1 I I MELLES GRIOT 6 June 10, 1999 Carlsbad, California - SEC 2098038-000 I I It was determined from the Carlsbad Municipal Water District that the site is located downstream from a pressure reducing valve station located at the intersection of Palomar I Airport Road and El Camino Real. At this station, there is a series of four pressure reducing valves with a combined maximum continuous flow capacity of 18,900 gpm and a maximum I intermittent flow capacity of 23,590 gpm. The pressure reducing valves operate in a semi-open position depending on the water demand to maintain the water pressure at a predetermined set pressure. When the water demand increases, the pressure reducing valves respond by opening I further to maintain the set pressure. Given the large capacity of the pressure reducing valves and the relatively large size of the water main in Palomar Airport Road (reported to be 16 inch I by the water department), it would take a significant amount of water flow to have a declining water supply curve. Due to the relatively flat water supply, it is not possible to get an accurate I estimate of the available supply at a residual pressure of 20 psi. I Therefore, for the purpose of water supply for the automatic sprinkler system, the water supply curve is considered to be a flat line between zero flow and the fire flow requirement of 4,000 gpm calculated from Appendix Ill-A of the UFC. 11 I MELLES GRIOT Carlsbad, California 7 June 10, 1999 SEC 2098038-000 Fire Suppression System Requirements The fire suppression requirements, based on occupancy is summarized in Table 2, Fire Suppression Requirements. TihIn 2 Fira Siinnrsinn Pnuirments REQRE 1NK "Elk DINi Office Areas 0.10 gpm/square foot over the NFPA 13, Figure 5-2.3, most remote 1,500 square feet Section 1-4.7.1 including 100 gpm for hose streams. Production Areas 0.15 gpm/square foot over the NFPA 13, Figure 5-2.3, most remote 1,500 square feet Section 1-4.7.2.1 including 250 gpm for hose streams. Shipping and Receiving Area 0.19 gpm/square foot over the NFPA 13, Section 5-2.3.2.2 (12 foot high rack storage of most remote 2,000 square feet Class II commodities) including 500 gpm for hose streams. Lower Mezzanine Storage 0.15 gpm/square foot over the NFPA 231, Section 6-2.2:1 Area (9 foot high shelf most remote 1,500 square feet storage of Class II including 250 gpm for hose commodities) streams. Upper Mezzanine Storage 0.45 gpm/square foot over the NFPA 231 C, Figure 8-2, Area (6 foot high rack most remote 2,000 square foot Part A storage of expanded plastic including 500 gpm for hose commodities) streams. I The existing building is provided with three automatic sprinkler systems. The hydraulic design information placard on the sprinkler system which protects the areas occupied by offices II indicates that the system is designed to provide a density of 0.10 gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose stream allowance of 100 gpm was included in the design. This design is adequate for the intended occupancy. I The hydraulic design information placard on the sprinkler system protecting the production areas indicates that the sprinkler system is hydraulically designed to provide a density of 0.16 I gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose stream allowance of 250 gpm was included in the design. This design is adequate for the I intended occupancy. I I I I I MELLES GRIOT 8 June 10, 1999 Carlsbad, California SEC 2098038-000 I The hydraulic design information on the placard for the sprinkler system protecting the storage areas indicates that the system was designed to provide a density of 0.56 gpm/square foot over I 2,000 square feet including a 500 gpm allowance for hose streams. As shown in Table 2, this design is more than adequate for the intended occupancy. However, the sprinkler system I appears to have been upgraded by the previous occupant due to the presence of large drop sprinklers. Since the information on the hydraulic design placard does not reflect existing conditions, the sprinkler system will be analyzed to verify conformance with NFPA installation I requirements and adequacy of the design. In addition, sprinkler protection will be provided for I the first floor mezzanine area in accordance with Table 2. Fire Detection/Alarm Requirements Monitoring is required for all valves controlling the water supply for automatic sprinkler systems and water flow switches in accordance with CFC Section 904.3.1. I Ventilation and Exhaust Acetone and isopropyl alcohol, which are both Class I-B flammable liquids will be used for I cleaning the lasers as part of the manufacturing process. The solvents will be dispensed from 150 ml (5 oz) capacity plunge-type spill proof containers and 500 ml (17 oz) capacity squeeze- type spill proof containers. There will be approximately 50 of the 150 ml size and approximately 12 of the 500 ml size containers used throughout the main production areas, in the process I room, the optics room and the glass shop. The solvents will be dispensed one or two drops at a time onto cotton swabs which are applied to the lasers and then discarded into safety containers. The spill-proof containers will be filled from 1 gallon capacity containers at ventilated I workbenches. One workbench will be located in the glass rinsing room and another workbench will be located in the main production area. II - CBC Section 1207.5 requires that in areas where Class I, II, Ill-A liquids are used, mechanical I exhaust shall be provided sufficient to produce six air changes per hour. The mechanical exhaust shall be taken at or near floor level. The intent of this requirement is to provide dilution I ventilation such that the amount of vapors liberated from the flammable or combustible liquids MELLES GRIOT 9 June 10, 1999 Carlsbad, California SEC 2098038-000 would not be sufficient to cause an explosion of fire. Since most flammable or combustible liquids are heavier than air, the requirement to locate exhaust inlets at or near floor level is intended to direct exhaust ventilation to the most likely area of vapor accumulation. Ignitable mixtures of flammable liquids occur when the concentration of vapors within the air are within a definite percentage range, commonly referred to as the flammable (explosive) range. The lower limit of the range is known as the lower explosive limit (LEL) the upper limit is known as the upper explosive limit (UEL). Explosions can take place anywhere within this flammable range, however explosions of flammable vapor-air mixtures near the lower or upper limits of the flammable range are less intense than those occurring in the intermediate concentrations. An effective method to prevent deflagration or ignition of vapors is the use of dilution ventilation. NFPA 86 provides design guidelines for this method. Section 7-6 of NFPA 86 provides guidelines for determining the amount of dilution ventilation needed to prevent an explosive mixture in industrial ovens used for materials which give off flammable vapors. The amount of dilution air required to render the vapor liberated from one gallon of solvent barely explosible is given by the formula: (8.328 (S.G. (1oo—LEL x lxi 1SF °.°75J I V.D.) L LEL ) Where: Q = Cubic feet of air required to dilute one gallon of solvent to a concentration below the LEL S.G. = Specific Gravity of liquid V.D. = Vapor Density of liquid LEL = Lower Explosive Limit SF = Safety Factor (To maintain the air 25% below the lower flammability limit, SF= 4) To determine the ventilation rate of air in cubic feet per minute needed to dilute the vapors from one gallon of solvent to 25% of the LEL, it is necessary to know the evaporation rate in gallons per minute. As a conservative measure an evaporation rate of 0.026 gallons per minute was I MELLES GRIOT 10 June 10, 1999 - Carlsbad, California SEC 2098038-000 I assumed based on the entire contents of a 500 ml (0.132 gallon) container spilling and evaporating in a time span of 5 minutes. I Using the above formula and the assumed evaporation rate, the amount of ventilation required to dilute the vapors to 25% of the LEL was calculated for both acetone and isopropyl alcohol. I Calculations are included in Appendix B. For acetone, the required ventilation needed to dilute the vapors from the worst case spill to 25% of the LEL is approximately 180 dm. For isopropyl alcohol, the required ventilation is calculated to be approximately 216 dm. The main production areas will be provided with 11,800 cfm of the process room with 12,000 dm, the optics room with 6,000 dm, and the glass shop with 4,000 cfm of ventilation. This leve.1 of ventilation will be more than sufficient to render the vapors normally generated and those generated from a worst case spill to well below 25% of the LEL for materials being used. The two dispensing areas will be provided with ventilation exhaust hoods at the work bench level. NFPA 45 provides design guidelines for exhausting air from work areas in which flammable gases or vapors are released. The applicable design requirements from NFPA 45 will be provided as follows: The hood face velocity of the exhaust air will be maintained at 80 to 120 feet per minute to contain fumes generated at the workbench. -Ducts from the exhaust system will be constructed entirely of noncombustible materials. Where flammable vapors pass through the fan, the rotating elements will be of nonferrous or spark-resistant construction. Motors and their controls will be located outside the location where flammable vapors are generated. Compressed Gases and Cryogenic Fluids The manufacturer of lasers involves the use of various flammable and non-flammable gases stored in compressed form in cylinders. Other gas such as Krypton, Argon, Neon, and Helium mixtures of Argon and Hydrogen will be used in the process area. MELLESGRIOT II June 10, 1999 Carlsbad, California SEC 2098038-000 Nitrogen and Oxygen gas in cryogenic form will be located outside of the building approximately 5 feet from the southeast corner. The liquid nitrogen will be stored in one 3,000 gallon capacity tank and the liquid oxygen will be stored in two 160 liter (42.3 gallon) capacity containers. Hydrogen gas in compressed form will be located outside approximately 100 feet away from the southwest side of the building, and approximately 25 feet from the nearest property line. The hydrogen gas will be contained within multiple cylinders with an aggregate capacity of 40,000 cubic feet of gas. Compressed gases are regulated by Article 74 and cryogenic fluids are regulated by Article 75 of the CFC. The following applicable requirements for the storage and use of compressed gases and cryogenic fluids will be provided: Containers, cylinders and tanks will be designed and constructed in - accordance with nationally recognized standards: Containers, cylinders, tanks and other means used for containment of hazardous materials shall be of an approved type (CFC Section 8001.4.2). Piping, tubing, valves, fittings and related components used for hazardous materials will be in accordance with the following: Piping, tubing, valves, fittings and related components will be designed and fabricated from materials compatible with the material to be contained and shall be of adequate strength and durability to withstand the pressure, structural and seismic stress, and exposure to which they are subject, Piping and tubing will be identified in accordance with nationally recognized-standards to indicate the material conveyed, Emergency shutoff valves will be identified and the location shall be clearly visible and indicated by means of a sign, and Backflow-prevention or check valves will be provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of hazardous material (CFC Section 8001.4.3.2). I MELLES GRIOT Carlsbad, California 12 June 10, 1999 SEC 2098038-000 Compressed gas containers, cylinders, tanks and systems will be marked in accordance with nationally recognized standards (CFC Section 7401.5.1). Stationary compressed gas containers, cylinders and tanks will be marked in accordance with UFC Standard 79-3. Markings will be visible from any direction of approach (CFC Section 7401.5.2). Markings used for piping systems will consist of the content's name and include a direction of flow arrow. Markings shall be provided at each valve; at wall, floor or ceiling penetrations; at each change of direction; and ata minimum of every 20 feet or fraction thereof throughout the piping run (CFC Section 7401 .5.3). Compressed gas containers, cylinders and tanks will be secured to prevent falling due to contact, vibration-or seismic activity. Rooms or cabinets containing compressed gases will be conspicuously labeled COMPRESSED GAS (CFC Section 8001.7). Containers, systems and equipment used for flammable cryogenic fluids will be either grounded or bonded or both. Electrical grounding and bonding shall be provided by an approved system and shall be in accordance with the Electrical Code. Suitable means shall be taken to protect the system against corrosion, including corrosion caused by stray electric currents (CFC Section 7501.7). The minimum distance between the liquid oxygen containers to the liquid nitrogen tank will be 5 feet (CFC Table 7503.3-A). The two dewars containing liquid oxygen will be well insulated to maintain the temperature II of the liquid. Such insulation will provide protection to the containers from fire exposure in accordance with footnote 2 of CFC Table 7503.3-A. II MELLES GRIOT 13 June 10, 1999 Carlsbad, California SEC 2098038-000 Containers used for the storage and handling of cryogenic fluids will be of approved materials and designed in accordance with nationally recognized standards (CFC Section 7502.1.1). Pressure containers will be protected by a pressure-relief device or devices. If only one pressure-relief device is used, it shall be set to operate at a pressure not to exceed the maximum allowable working pressure. Additional relief devices are allowed to be set to operate at a higher pressure but shall not exceed 150 percent of the maximum allowable working pressure (CFC Section 7502.2.1). Relief devices will be located such that they are readily accessible for inspection and repair and shall be protected against tampering. Relief devices shall be designed or located such that moisture cannot collect and freeze in a manner which would interfere with proper operation of the device (CFC Section 7502.2.3). Relief devices and relief device vent piping will be arranged so that escaping gas will discharge unobstructed to the open air and not impinge on personnel, containers, - equipment and structures or enter enclosed spaces (CFC Section 7502.3.2). Containers will be provided with substantial concrete or masonry foundations, or structural steel supports on firm concrete or masonry foundations (CFC Section 7503.1.1). Storage containers, piping, valves, regulating equipment and other accessories will be protected against physical damage and against tampering (CFC Section 7503.1.6). The area surrounding a container for cryogenic fluids will be provided with drainage to prevent accidental discharge of fluids from endangering adjacent containers, buildings and equipment or adjoining property (CFC Section 7503.2). Piping and materials such as gaskets and thread compound will be suitable for the intended use through the full range of pressure and temperature to which they will be subjected, maintaining a safety factor of four to one (CFC Section 7504.1.1). I - MELLES GRIOT 14 June 10, 1999 I - Carlsbad, California - SEC 2098038-000 I - . Valves and accessory equipment will be suitable for the intended use at the temperatures of the application and shall be designed for not less than the maximum pressure and minimum I temperature to which they could be subjected, maintaining a safety factor of four to one (CFC Section 7504.2.1). Shut-off valves will be provided on all container connections. Shut-off valves will be located as close as practical to the containers (CFC Section 7504.2.2). I - . Shut-off valves will be installed in liquid piping as needed to limit the volume of liquid I - discharged in event of piping or equipment failure. Relief valves will be installed between shut-off valves in pipes (CFC Section 7504.2.4). - . Inlet and outlet connections other than relief valves, liquid-level gaging devices, and I pressure gases on containers, will be labeled - or identified by a schematic drawing to designate whether they are connected to vapor or liquid space (CFC Section 7504.2.5). I - Industrial Ovens - Metal components of the lasers will be brazed in an electrically heated furnace using a special - atmosphere of hydrogen gas. The operating temperature of the furnace will be 2100° F. A I nitrogen curtain is provided at each end of the furnace to prevent the infiltration of air into the furnace which could result in the creation of a flammable mixture. A natural gas fired pilot light is ' used to bum off the hydrogen gas escaping from the furnace to prevent the formation of explosive concentrations of flammable gases. The following safety features are incorporated in - the operation of the furnace: - Temperature interlocks to prevent the introduction of hydrogen gas at temperatures below 1600° F, and excess temperature interlocks (CFC Section 6205.4). 2. Nitrogen gas purging at start up and in the event of an electrical power failure and automatic hydrogen shutoff. - I MELLES GRIOT 15 June 10, 1999 Carlsbad, California SEC 2098038-000 HAZARDOUS MATERIAL STQRAGE AND USE REQUIREMENTS The entire area occupied by MELLES GRIOT will be treated as one control area as defined in I the CBC. The quantities of hazardous materials used and stored within the building will be well below the exempt amounts as defined in the CBC and CFC (see Table 3, Hazardous Material I Summary). An inventory of the hazardous materials to be used and stored within the facility is included in Appendix A of this report. The recommended general safeguards required for the use and storage of hazardous materials in non-hazardous occupancies will be provided as follows; Design and construction of containers, cylinders and tanks: Containers will be designed and constructed in accordance with nationally recognized standards (CFC Section 8001.4.1). Suitability of equipment, machinery and processes: Equipment, machinery and processes used for dispensing, use or handling will be approved, listed or designed and constructed in accordance with approved standards for intended use. Such equipment, machinery and processes shall be maintained in an operable condition (CFC Section 8001.4.4). Material Safety Data Sheets (MSDS): MSDS will be readily available on the premises for all hazardous materials regulated by Article 80 (CFC Section 8001.6). Identification Signs: Visible hazard identification signs as specified in CFC Standard 79-3 will be placed at entrances to the locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages will be conspicuously marked or labeled in accordance with nationally recognized standards (CFC Section 8001.7). Separation of Incompatible Materials: Incompatible materials in storage and storage of materials incompatible with materials in use will be separated when the stored materials are in containers having a capacity of more than 5 pounds or % gallon. Separation will be accomplished by the following: (CFC Section 8001.9.8) MELLES GRIOT 17 June 10, 1999 Carlsbad, California SEC 2098038-000 Table 3. Hazardous Material Summary IN WIT ERJACLASSIF1CMION 31ORAGEiAMOU ,S JSPEN 0 - EVANE 1 (EXEPT AMOU* I-B FLAMMABLE LIQUID 170 gal 30 gal 200 gal (240 gal) (30 gal) (240 gal) CLASS II COMBUSTIBLE 6 gal 0.05 gal 6.05 gal LIQUIDS (240 gal) (60 gal) (240 gal) CLASS Ill-B COMBUSTIBLE 46 gal I gal 47 gal LIQUIDS (Unlimited) (Unlimited) (Unlimited) FLAMMABLE GAS 1,052 ft NA 1,160 ft (GASEOUS) (1,500 ft) (1,500 if) FLAMMABLE GAS 20 gal • NA 20 gal (LIQUIFIED) (30 gal) (30 gal) OXIDIZERS (GAS) 140 ft" NA 140 ft4 (1,500 ft) (1,500 if3) CLASS 2 OXIDIZER (LIQUID) 48 gal 0 48 gal (500 gal) (100 gal) (500 gal) CLASS I OXIDIZER 1.25 gal 13 gal 14.25 gal (8,000 gal) - (2,000 gal) - (8,000 gal) WATER REACTIVE CLASS I 50 lbs 0 50 lbs • (Unlimited) (Unlimited) (Unlimited) CARCINOGENS (SOLID) 1 lb 1.56 lb 2.56 lb (10,000 lbs) (2,000 Ib) ((10,000 lbs) CARCINOGENS (LIQUID) 10 gal 0.04 gal 10.04 gal (1,000 gal) (200 gal) (1,000 gal) CORROSIVES (SOLID) 50 lbs 0 lbs 50 lbs (10,000 lbs) (2,000 lbs) (10,000 lbs) CORROSIVES (LIQUID) 250 gal 24 gal 274 gal (1,000 gal) (200 gal) (10,000 gal) IRRITANTS (SOLID) 25 lbs 0.75 lb 25.75 lbs (10,000 lbs) (2,000 lbs) (10,000 lbs) IRRITANTS (LIQUID) 422.7 gal 100 gal 522.7 gal (1,000 gal) (200 gal) (1,000 gal) OTHER HEALTH HAZARDS 128 gal 27 gal 155 gal (1,000 gal) (200 gal) (1,000 gal) TOXICS (SOLID) 1 lb 1.56 lb 2.56 lbs (1,000 lbs) (250 lbs) (1,000 lbs) TOXICS (LIQUID) 2.4 gal 0.04 gal 2.44 gal (100 gal) (25 gal) (100 gal) Note: The exempt amounts shown are applicable in a fully sprinklered building. The exempt amounts for Class I-B flammable liquids are for storage inside approved cabinets. I I I I I I I I I I I I I I I I I I I. MELLES GRIOT 18 June 10, 1999 Carlsbad, California SEC 2098038-000 CONCLUSION In conclusion, this facility will meet or exceed the requirements of the CBC, CFC, and CIVIC due to limited amounts of hazardous materials and excellent automatic sprinkler protection. Prepared By: Reviewed by: SCHIRMER ENGINEERING CORPORATION SCHIRMER ENGINEERING CORPORATION ww.~-N~ mc&A-a' (".(Wm t4t, N6Z6 4*' - William M. Cline, P.E. Garner A. Palenske, P. E. Engineering Manager HAZARDOUS MATERIAL INVENTORY ACIDS/BASES- Hydrogen Fluoride (1% solution) 7664-39-3 COR, OHH 120 gal 8 gal Muriatic Acid Hydrochloric acid (37%) 7647-01-0 - COR 80 gal 8 gal Nitric Acid (70%) 7697-37-2 0X2 COR 48 gal 8 gal Limestone 1305-78-8 WRI COR 50 lbs. 0 lb Methanediamine1 80-52-4 C3B - I pt. 0.25 oz GASES Argon 7440-37-1 Non Non 400 Cu. ft. I ft Dust-Off Dichlorodifluoromethane 75-71-8 - OHH 12-8 oz cans 4 oz Krypton-Argon 7439-90-9/ Non 7440-37-1 Non 100 liters 0.25 liter Neon-Helium 7440-59-71 Non 7440-01-09 Non 150 liters 0.25 liter Nitrogn (gas) 6227-37-9 Non Non 4000 cu.ft. 200ft4 Nitrogen (liquified) 6227-37-9 CRN and 3,000 gal. NIA Oxygen 6282-44-7 OXG - 140 Cu. ft. Propane 74-98-6 LEG - 20 gal. 6 oz Tig Mix Argon 7440-37-1 Hydrogen 1333-7-4-0 FLG Mixture FLG - 1200 cu.ft. 40 ftJ CLEANERS ERS EMC 2000 Dichloro fluoroethane N/A Perchloroethylene 1717-00-6 - CAR, IRR Mixture 127-18-4 - CAR, IRR, OHH 48-18 oz. Cans I ft3 Hydrogen Peroxide (3%) 6222-84-1 OXI IRR 10 pts. 0.25 pint Eco Strip Methylene Chloride 75-09-2 - CAR, COR, OHH Phenol 108-95-2 C3A COR, OHH, TOX Formic Acid 64-18-6 CL2 COR Mixture CL2 COR, OHH, CAR, lox 2 gal. 2 oz Liqui Nox 000897-00- - 0 IRR 10 gal. 8 oz Micro detergent Tetra sodium EDTA 64-02-8 - IRR, OHH Benzene sulfonic acid, 26447-10-9 dimethyl-ammonium salt - Benzenesulfonic acid, 27323-41-7 dodecylopd - Poly (oxyethanediyl) 9016-45-9 - Non I I I I I I I I I I I I I I I I I I I - alpha (nonylphenyl) omega hydroxy Mixture Non IRR, OHH I gal-. 6 oz Multipurpose Cleaner N/A -- IRR I gal. 6 oz Simple Green N/A Non Non I gal. 6 oz Waterless hand Nonoxynol-6 cleaner w/pumice 9016-45-9 C313 IRR Petroleum distillates 6474-24-67/ C313 8042-47-5 - Pumice 1332-09-8 Non Non Mixture C313 IRR 2aa1. 40z LUBRICANTS Tak Pak 710 Accelerator Tnchlorotn- 76-73-1 fluoroethane Acetone 67-64-1 FIB IRR Dialkyl toluide NIA - TOX Hydroguinone 123-31-9 - TOX Mixture IRR, CAR, OHH 2-3oz. Cans 0.25 oz Acetone 67-64-I FIB IRR 50 gal. 2 gal Dykem Methyl violet 8004-87-3 - IRR, TOX N-Butyl acetate 123-86-4 F113 IRR Ethyl Alcohol 64-17-5 FiB IRR, OHH Butyl Alcohol 71-36-3 FIC IRR Cellulose nitrate 9004-70-0 Isopropylalcohol 67-63-0 FIB IRR Mixture FIB, IRR, OHH, TOX I pt. 0.25 oz Glycerol 56-81-5 C313 IRR & OHH I gal. I oz Hydraulic Fluid 000374-00- C313 0 IRR 5 qts. 2 oz Involl HE200 64742-54-7 C3B IRR 5 gal. 1 oz Isopropanol 6763-0 FIB IRR 210 gal. 28 gal Kerosene 8008-20-6 CI-2 IRR 2 gal. 2 oz Methanol 67-56-I CL2 IRR 2 gal. 2 oz Silicone Grease Component X G-624 N/A - TOX Silica 7631-86-9 Non Non Dimethylpoly-siloxanes 63148-62-9 C313 - 0.13 oz Mixture C313 TOX 3-4 oz tubes Soluble Oil Hydrocarbons 64741-96-4 Petroleum Sulfonate N/A Mixture Mixture C313 IRR, I gaL 2 oz I I I I I I I I I I I I I I I I I I I Mixture C3A IRR, SEN DP-110 Epoxy resin Part B 25068-38-6 C313 OHH Polymer 25053-09-2 Hydrogenated terphenyl 61788-32-7 Silica 66262-90-7 12-6 oz cans Mixture C3B OHH, IRR, SEN 12-6 oz cans 2 oz OP -110 Trade Secret Part A N/A Polyamide resin 68410-23-1 Hydrogenated terphenyl 61788-32-7 Epoxy resin 25068-38-6 C313 OHH 2, 4, 6-Tns [(dimethyl- amino) methyl] phenol _________________ Tnethylene tetramine 112-24-3 IRR, SEN. TOX Mixture C313 OHH, SEN. IRR 12-6 oz cans 2 oz DP-190 Part A Trade Secret N/A C3B _________ SEN, IRR _________ 20-6 oz tubes 2 oz DP-190 Epoxy resin Part B 25068-38-6 C3B OHH Epoxy resin 30583-72-3 C313 N/A Mixture C3B OHH, SEN, IRR 20-6 oz tubes 2 oz Expoxy Patch Crystalline silica 14808-60-7 - CAR Diethylenetnamine 111-40-0 C3B COR Epoxy resin 25068-38-6 C3B OHH Mixture C3B COR, OHH 12 302 0.25 oz Vac Seal Silicone resin N/A Xylene 1330-20-7 CL2 IRR, OHH Mixture CL2 IRR, OHH 2-3oz 0.13 oz Ther-O-Link Zinc Oxide 1000 Series 1314-13-2 Non Dimethyl Siloxane 63148-13-9 C313 Mixture C3B -- 12hI2 pt cans 2 o Threadlock Cpd Mixture N/A C313 CAR 5 oz 0.25 oz Red GLPT Xylene Varnish 1330-20-7 CL2 IRR, OHH Iron oxide 1309-37-1 Non Alkyd resin 68459-31-4 Mixture CL2 IRR, OHH 12-3 oz tubes 0.25 oz OTHER CHEMICALS ________ _______ _______ Aluminum polish Water - Non Non Alumina 1344-28-1 Non Non I I I I I I I I I I I I I I I I I I I Propylene glycol 57-55-6 C313 Non Cellosize 9004-62-0 CMD IRR, OHH Mixture Non IRR, OHH I2-6oz. Bottles 0.75 oz Alumina 1344-28-1 Non Non 200 lbs. 50 lbs 1200 Prime Coat Naptha 8030-30-6 FiB IRR Methyl cellosolve 109-86-4 orthosilicate CL2 IRR, OHH Tetrapropyl ortho silicate N/A Component X N/A Mixture FIB IRR, OHH, 5 pts. 4 oz Molecular sieve 0007909- Non 00-0 Non 6 pts. 1 pint Solder #60 000962-00- 0 - OHH 18-8 oz. Bars 4 oz 197 Resin Soldering Flux Propanol RMA 67-63-0 CL2 IRR Rosin 8050-09-7 - IRR, SEN Mixture CL2 IRR, SEN I gal. 2 oz Nickel Ease 7440-02-0 CMD CAR, SEN 1 pt. I oz Solder Glass Lead oxide 7439-92-1 Non OHH, IRR Zinc oxide 7440-66-6 Non Non Boron oxide N/A Non Mixture Non OHH, IRR, .1-ox 25 lbs. 0.75 lb Temp-R-Tape K250 N/A N/A Non Non I roll 10 lin ft Temp-R-Tape K250X N/A N/A Non Non I roll 10 lin ft Cadmium Pellets 7440-43-9 Non I CAR, lOX 1 16 oz 25 oz APPENDIX B DILUTION VENTILATION CALCULATIONS DILUTION VENTILATION CALCULATIONS Q=4 (8328)( S.G.) ('100_ LEL LO.075) V.D. LEL Where: Q = Cubic feet of air needed to dilute one gallon of solvent to 25% of it's lower explosive limit S.G. = Specific Gravity of Solvent V.D. = Vapor Density of Solvent LEL = Lower Explosive Limit of Solvent An evaporation rate of 0.026 gal/minute was assumed based on 500 ml (0.1321 gal) of solvent I evaporating in 5 minutes. ACETONE IS.G. = 0.79, V.D. = 2.0, LEL =2.5% Per NFPA 325 Q4(0.075 8.328'(0.79"100-2.5' - )LiJ 2.5 J=6842ft3/al (6,842 ft3 / gal) (0.026 gal/mm) = 180 ft3 1mm ISOPROPYL ALCOHOL S.G. = 0.79, V.D. = 2. 1, LEL = 2.0% Per NFPA 325 Q=4( 8.328) (0.79) (100— 2.0" 2.0 J=8,187 ft3 /gal (8,187 ft3 / gal) (O.026 gal/mm) = 212.9 ft3 1mm