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Home My WebLink About2732 LOKER AV WEST; ; CB021735; Permit08-21-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB021735 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: BIOSTRUCT INC 2732 LOKER AV WEST CBAD Tl Sub Type: INDUST Lot #: 0 $145,500.00 Construction Type: VN Reference #: HiSAMITSU-4850 SF LAB/OFFICE Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: PENDING 06/07/2002 RMA 11545 SORRENTOVALLEY RD 92121 858 350-7866 4320 08/21/02 0002 01 02 1031 ..80 Total Fees: $1,479.16 Total Payments To Date:$447.36 Balance Due: $1,031.80 Building Permit Add'l 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'l Pot. Water Con. Fee Reel. Water Con. Fee $688.24 $0.00 $447.36 $0.00 $0.00 $30.56 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF {CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $153.00 $110.00 $50.00 $0.00 $0.00 $0.00 $0.00 $1,479.16 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of feesNtedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protect imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020fa), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions_Qf which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE OWLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated^1 Date Business Name (at this addres) (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 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 [$5001). City State/Zip City Business License # Dsigner Name State License * Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. [JJ. 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 Z&WC c. B4.fA/&J Policy No. V9fe' 1333 ' OQ Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q 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 If llnri^fctnfXQTTn] JrfTirlrlltlnn tnThii^miiT of compensation, damages as provided for in Section 3706 of the Labo^code, Interest and attorney's fees. DATE I hereby affirm that I am exempOTOflUbe_Conl{Jictor's License Law for the following reason: [3 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). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but 1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required 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? gB^YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES tX NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES H 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 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes. 1 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 1 80 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 commenced for a period of 180 days (Section 1 06.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE ile YELLOW: Applicant PINK: Finance J» CltyifCirisbatf Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Permit*: CB021735 Project Name: HISAMITSU-4850 SF LAB/OFFICE Date: 01/30/2003 Permit Type: Tl Sub Type: INDUS! Address: 2732 LOKER AV WEST Contact Person: TIM Phone: 8588643544 Sewer Dist: Water Dist: Lot: rcte^ AA Inspected Bv: Inspected By: Comments: j Date 3f ** ^^ Inspected: rfffi Date Inspected: Date Inspected: # -^ Approved: Approved: Approved: ^^^Disapproved: Disapproved: Disapproved: City of Carlsbad Bldg Inspection Request For: 02/24/2003 PermiW CB021735 Title: HISAMITSU-4850 SF LAB/OFFICE Description: Type:TI Sub Type: INDUS! Job Address: 2732 LOKERAVWEST Suite: Lot 0 Location: APPLICANT BIOSTRUCTINC Owner: Remarks: Inspector Assignment: TP Phone: 8588643544 Inspector: Total Time:Requested By: TIM Entered By: KAREN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs PCR02235 ISSUED HITSAMITSU/OCCUP.CHANGE,DELETE; CONTAINMENT PIT & DOOR 501 PCR02236 ABANDOND HIS; PCR02248 ISSUED HISAMITSU; CHANGE PLUMBING MATERIAL FROM POLY PRO TO PVC Inspection History Comments NEED TO WALK ROOF FOR MECH INSP (RAIN) T-CEIL WAREHOUSE CEIL LITES WAREHOUSE DUCTS WAREHOUSE T-CEIL CGMP AREA CEIL LITES CEMP AREA DUCTS. PLMNS, UNITS CEMP AREA T-CEIL Date 02/12/2003 02/1 1/2003 02/06/2003 02/05/2003 01/30/2003 01/30/2003 01/30/2003 01/30/2003 12/18/2002 12/18/2002 12/18/2002 12/18/2002 12/17/2002 12/17/2002 Description 19 Final Structural 89 Final Combo 19 Final Structural 19 Final Structural 14 Frame/Steel/Bolting/Welding 34 Rough Electric 44 Rough/Ducts/Dampers 89 Final Combo 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Bolting/Welding 24 Rough/Topout Act CO PI NR NS AP AP AP CO AP AP AP AP CO we tnsp TP TP TP TP TP TP TP TP TP TP TP TP TP TP City of Carlsbad Bldg Inspection Request For: 02/24/2003 Permit# CB021735 12/17/2002 34 Rough Electric WC TP 12/17/2002 44 Rough/Ducts/Dampers WC TP 12/12/2002 84 Rough Combo NS TP 12/12/2002 84 Rough Combo NR PS 11/27/2002 18 Exterior Lath/Drywall AP TP 11/18/2002 17 Interior Lath/Drywall AP TP 11/15/2002 17 Interior Lath/Drywall NR TP 11/14/2002 16 insulation AP TP 11/07/2002 14 Frame/Steel/Bolting/Welding AP TP 11/07/2002 23 Gas/Test/Repairs AP TP 11/07/2002 24 Rough/Topout AP TP 11/07/2002 34 Rough Electric AP TP 11/07/2002 44 Rough/Ducts/Dampers WC TP 11/06/2002 84 Rough Combo NR TP 11/05/2002 84 Rough Combo CO TP 10/25/2002 14 Frame/Steel/Bolting/Welding AP TP 10/25/2002 24 Rough/Topout AP TP 10/25/2002 34 Rough Electric AP TP 10/25/2002 44 Rough/Ducts/Dampers AP TP 10/24/2002 84 Rough Combo CO TP 10/23/2002 84 Rough Combo NS TP 10/16/2002 14 Frame/Steel/Bolting/Welding AP TP 10/16/2002 15 Roof/Reroof WC TP 10/04/2002 17 Interior Lath/Drywall AP TP 10/02/2002 14 Frame/Steel/Bolting/Welding AP TP 10/02/2002 24 RoughfTopout AP TP 10/02/2002 34 Rough Electric AP TP 10/01/2002 12 Steel/Bond Beam AP TP 10/01/2002 21 Underground/Under Floor WC TP 10/01/2002 23 Gas/Test/Repairs AP TP 10/01/2002 24 Rough/Topout ' PA TP 09/30/2002 12 Steel/Bond Beam CO TP 09/20/2002 11 Ftg/Foundation/Piers WC TP 09/20/2002 66 Grout AP TP 09/13/2002 11 Ftg/Foundation/Piers WC TP 09/13/2002 21 Underground/Under Floor PA TP 09/13/2002 66 Grout AP TP 09/11/2002 11 Ftg/Foundation/Piers WC TP 09/11/2002 66 Grout CO TP 09/09/2002 21 Underground/Under Floor CO TP 09/05/2002 11 Ftg/Foundation/Piers WC TP 09/05/2002 12 Steel/Bond Beam WC TP 09/05/2002 21 Underground/Under Floor AP TP 09/04/2002 11 Ftg/Foundation/Piers WC TP 09/04/2002 12 Steel/Bond Beam WC TP 09/04/2002 21 Underground/Under Floor CO TP 09/03/2002 11 Ftg/Foundation/Piers AP TP 09/03/2002 12 Steel/Bond Beam AP TP 08/30/2002 11 Ftg/Foundation/Piers NR TP Inspector Assignment: TP BLDG LOCKED 2:45 CGMP AREA CGMP AREA NOTE/1W CHANGE CGMP AREA T-CEIL RM 400 CEIL LITES RM 400 DUCTS, EXHST, HOOD EXHST RM 400 T-CEIL RTU & FAN UNITS PLATFORMS RM400 IND. WASTE RM 400 RM400 CEILING SLAB REINFORCED FOR VAULTS GAS LINE ROOM 400 PVC DWV PIPING ONLY ROOM 400 ROOF SLAB 2ND LIFT CMU WALL WATER TEST - U/G PEND. REV. PLN 1ST LI FT CMU 1ST LI FT CMU I W PIPE SPEC. SEE NOTICE U/G F.S. I® SAFE RM. NEED WATER TEST FTNS. SLAB City of Carlsbad Bldg Inspection Request For: 10/23/2002 PermiW CB021735 Title: HlSAMITSU-4850 SF LAB/OFFICE Description: Type:TI Sub Type: INDUS! Job Address: 2732 LOKER AV WEST Suite: Lot 0 Location: APPLICANT BIOSTRUCTINC Owner: Remarks: OVERHEAD CEILING Total Time: Inspector Assignment: TP Phone: 8588643544 Inspector: Requested By: TIM Entered By: GIOVANNA CD Description Act Comments 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRs/CVs PCR02235 ISSUED PCR02236 ABANDOND PCR02248 APPROVED Inspection History Date 10/16/2002 10/16/2002 10/04/2002 10/02/2002 10/02/2002 10/02/2002 10/01/2002 10/01/2002 10/01/2002 10/01/2002 09/30/2002 09/20/2002 09/20/2002 09/13/2002 Description 14 15 17 14 24 34 12 21 23 24 12 11 66 11 Frame/Steel/Bolting/Welding Roof/Reroof Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Steel/Bond Beam Underground/Under Floor Gas/Test/Repairs Rough/Topout Steel/Bond Beam Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Act AP we AP AP AP AP AP we AP PA CO we AP we Insp TP TP TP TP TP TP TP TP TP TP TP TP TP TP Comments RTU & FAN UNITS PLATFORMS RM400 IND. WASTE RM 400 RM400 CEILING SLAB REINFORCED FOR VAULTS GAS LINE ROOM 400 PVC DWV PIPING ONLY ROOM 400 ROOF SLAB 2ND LIFT CMU WALL CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION PERMIT NO. FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? LJ YES FOR FURTHER-INFORMATION, CONTACT _•/^L PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER FflX NO. : Oct. 21 2001 08:49PM P2 Structural Inspections 440 THling my. El Cajon, CA 92020 TaityUina(6l9) 749-4912. Fax: (619) 749"5*W.Cdt (613) 77^4539. FINAL REPORT TOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: FEBRUARY 26,2003 TO; BuHdmg Official, City of Carlsbad Inspection Services, Planning and Development Review 1635ParadayAvc. Cubbed, CA 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING: </ SPECIAL INSPECTION PERMITNO.: CB 021735 PROJECT ADDRESS: 2732 LOKER AVENUE W, CARLSBAD, CA The Special impectkHi scrvicta were provided by: MARIO BATTAGUA, STRUCTURAL INSPECTIONS 440 TILLING WAY, EL CAJQN CA 91941 CERTTFJCATE NUMBER: 350 EXPIRATION DATE: 12/31/04 COMMENTS: SPEO AI- INSPECTORS WERE COMPl^'FED ON THE FOLLOWING ITEMS: 1)EPOXY DOWELS 2) REINFORCED CONCRETE 3) STRUCTURAL MAS<»*RY /<5ROUT. I declare under penalty of perjury that, to the best of ray knowledge, all die woric requiring special inspection and/or material sampling and testing for the structure/a constructed under the subject permit is is conformance with the Approved plans and construction documents, the Bpproved inspection and testing program and the applicable workmanship provisions of the Executed on this 26th day of F< Signature; PETRA COSTA MESA • SAN DIEGO • TEMECULA • LOS ANGELES PETRA GEOTECHNICAL, INC. 12225 World Trade Dr., Ste. Q San Diego, CA 92128 Tel: (858) 485-5530 Fax:(858)485-8215 REPORT OF COMPRESSION TESTS PROJECT: Hisamitsu Pharmaceutical PROJECT NO. :8110-02 PROJECT ADDRESS: 2732 Loker Avenue OWNER:CONTRACTOR: Biostruct ARCHITECT: J Ken Ederinston ENGINEER: Devine BLDG. PERMIT NO.: CB021735 PLAN FILE NO.: SAMPLE DATA REPORT OF X CONCRETE MORTAR GROUT SUPPLIER Hanson PLACEMENT DATE TICKET NUMBER 387508 MIX DESCRIPTION TRUCK NUMBER TIME IN MIXER OTHER 10/01/02 l"RKMidrange 70 min. MLX NUMBER 4032500 ADMIXTURE SLUMP 6" AIR CONTENT TYPE OF CEMENT AIR TEMP CONCRETE TEMP 70° F DESIGN STRENGTH UNIT WEIGHT 4000 LOCATION OF PLACEMENT Vault Rooms 405, 406, 504 Detail 2{£ 3.1 SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (f g)4000 PSI AT 28 DAYS SAMPLES MADE BY Mario Battaglia DATE RECEIVED IN LAB 10/03/02 LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SQ INCHES POUNDS PSI 7 28 28 0003A 0003B 0003C 10/08/02 10/29/02 10/29/02 6x12 6x12 6x12 28.27 28.27 28.27 71,000 120,000 122,000 2510 4240 4323 LABORATORY DATA REMARKS Break was conical unless otherwise noted per ASTM DISTRIBUTION Mario Battaelia _^_______ All Sampling and Testing Conducted in Accordance with ASTM Standard Designation C31-96, C39-96, C78-94, C617-98 Reviewed By: Date:"*r- PETRA COSTA MESA - SAN DIEGO • TEMECULA • LOS ANGELES PETRA GEOTECHNICAL, INC. 12225 World Trade Dr., Ste. Q San Diego, CA 92128 Tel: (858) 485-5530 Fax:(858)485-8215 REPORT OF COMPRESSION TESTS PROJECT: PROJECT ADDRESS: OWNER: ARCHITECT: BLDG. PERMIT NO.: Hisamitsu Pharmaceutical PROJECT NO. : 2732 Loker Avenue 8110-02 CONTRACTOR: Conan Construction J Ken Ederinston CB02I735 ENGINEER: PLAN FILE NO.: SAMPLE DATA REPORT OF SUPPLIER TICKET NUMBER TRUCK NUMBER MIX NUMBER SLUMP TYPE OF CEMENT CONCRETE TEMP UNIT WEIGHT CONCRETE M Hanson 382101 3011500 79° F ORTAR X GROUT PLACEMENT DATE MIX DESCRIPTION TIME IN MIXER ADMIXTURE AIR CONTENT AIR TEMP DESIGN STRENGTH OTHER 09/20/02 7SK 55 min. 3000 LOCATION OF PLACEMENT Vault Rooms 403, 405, 406, 504 Lines 1.5 (C-D) 2.5 (B-C) SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (f g) 3000 SAMPLES MADE BY Mario Battaglia PSI AT 28 DAYS DATE RECEIVED IN LAB 09/24/02 LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SQ INCHES POUNDS PSI 7 28 28 0002A 0002B 0002C 09/27/02 10/18/02 10/18/02 2.997 x 2.999 x 6.010 3.041 x 3.076 x 6.098 3.133x3.019x6.169 8.98 9.35 9.45 30,000 38,000 38,000 3340 4060 4060 LABORATORY DATA REMARKS Break was conical unless otherwise noted per ASTM DISTRIBUTION Mario Battaglia ___ All Sampling and Testing Conducted in Accordance with ASTM Standard Designation C31-96, C39-96, C78-94, C617-98 Reviewed By. Date:,- Z ^- PETRA COSTA MESA • SAN DIEGO • TEMECULA • LOS ANGELES PETRA GEOTECHNICAL, INC. 12225 World Trade Dr., Ste. Q San Diego, CA 92128 Tel: (858) 485-5530 Fax:(858)485-8215 REPORT OF COMPRESSION TESTS PROJECT: Hisamitsu Pharmaceutical PROJECT NO. :8110-02 PROJECT ADDRESS: 2732 Loker Avenue OWNER:CONTRACTOR: Conan Construction ARCHITECT: J Ken Ederinston ENGINEER: BLDG. PERMIT NO.: CB021735 PLAN FILE NO.: SAMPLE DATA REPORT OF CONCRETE MORTAR X GROUT SUPPLIER Hanson PLACEMENT DATE TICKET NUMBER 377193 MIX DESCRIPTION TRUCK NUMBER TIME IN MIXER OTHER 09/11/02 7SK SOmin. MIX NUMBER 3011501 ADMIXTURE SLUMP TYPE OF CEMENT AIR CONTENT AIR TEMP CONCRETE TEMP 78° F DESIGN STRENGTH UNIT WEIGHT 3000 LOCATION OF PLACEMENT Vault Rooms 403 SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (f g)3000 PSI AT 28 DAYS SAMPLES MADE BY Mario Battaglia DATE RECEIVED IN LAB 09/12/02 LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SQ INCHES POUNDS PSI 7 28 28 0001A 0001B OOOIC 9/18/02 10/09/02 10/09/02 3.000 x 3.000 x 6.000 3.001 x 2.998 x 6.000 2.997 x 2.999 x 6.000 9.0 8.9 8.9 32,000 40,000 41,000 3560 4490 4610 LABORATORY DATA REMARKS Break was conical unless otherwise noted per ASTM DISTRIBUTION Mario Battaglia All Sampling and Testing Conducted in Accordance with ASTM Standard Designation C31-96, C39-96, C78-94, C617-98 Reviewed By: Date: iA Structural Inspections "A SPECIAL INSPECTION COMPANY" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619)749-4912. Fax: (619)749-5693, Cell: (619)770-9559, Pager: (619)907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report*: 10 Project Address: 2732 LOKER AVE. WEST Permit #: CB021735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer DEVINE ENGINEERING OSA #: N/A Contractor BIOSTRUCT Other CONAN CONSTRUCTION D Structural Steel n Masonry El Concrete O Fireprooflng D Other: D Other: D Other D Other D Other: D H.S. Bofts Q Prisms fj Mortar/Grout JS Cone. Cylinders 3 Q Fireproof n Other: D O*w: D Other: O Other mmmmmm n H.S. Bolts E| Conc.PSI 4000/4032500 S Grout PSI n Mortar PSI O Steel #4,5 D EtectJWire Cl Fireproof D Other D Other ^^B^BBBBIBBBBB^^^^^B^^^^^^^B I2 Plans/Specs E3 Clearances E3 Positions IS! Sizes |2 Laps IS Consolidation n Torque FtLbs-. O Other: D Other: INSPECTED THE REINFORCING STEEL AT THE ELEVATED SLAB. INSPECTED THE REINFORCING STEEL FOR SIZE, GRADE, LAP, LOCATION, CLEARANCES. MONITORED THE PLACEMENT, CONSOLIDATION OF 16.0 CUBIC YARDS OF CONCRETE AT THE ELEVATED SLAB OF VAULT ROOMS 405,406, 504. OBTAINED ONE SET OF 3 TEST SAMPLES. SLUMP TEST RESULTS: 6". CONCRETE SUPPLIED BY HANSON. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, comj specifications and applicable sections of the building codes. This report inspected and does not constitute opinion or project control. Inspector MARIO BATTAGLIA Cert: ed plans, of the work Date Inso. Date: Time Start: Time Stop: Dayl: KV1C2 10BO 2:00 ! Day 2: ! ; Day 3:I Day 4: ! ; DayS: ; ; Copies of report submitted to: Structural Inspections "A SPECIAL INSPECTION COMPANY1 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693. Cell: (619) 770-9559. Pager: (619)907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report #: 09 Project Address: 2732 LOKER AVE WEST Permit #: CB021735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer DEVINE ENGINEERING DSA #: N/A Contractor BIOSTRUCT Other CONAN CONSTRUCTION n Structural Steel Q Masonry £] Concrete n Fireproofing D Other El Other: EPOXY D Other: D Other D Other: BBBBBBB n H.S. Bolts n Prisms D Mortar/Grout n Cone. Cylinders D Fireproof D Other D Other D Other: CU Other D H.S. Bolts D Cone. PSI n Grout PSI D Mortar PSI 13 Steel #5 D Elect/Wire D Fireproof E3 Other SIMPSON SET H Other 4 1/2- EMBED mmmmm E3 Plans/Specs 0 Clearances ^ Positions E3 Sizes EH Laps Q Consolidation n Torque Ft.U»: [3 Other ICBO5279 D Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF #5 REBAR EPOXY DOWELS INTO THE (E) CONCRETE PANELS , LINES 1.5 / D. VERIFIED BAR TYPES, SIZES, HOLE SIZES, DEPTH, LOCATION, CLEANLINESS AND EPOXY TYPE PRIOR TO INSTALLATION. CERTIFICATION OF COMPLIANCE: All reported work, unless other specifications and applicable sections of the building codes. This inspected and does not constitute opinion or project control. noted, complies^with approved plans, jport covers^Ttm /ications of the work Inspector MARIO BATTAGLIA Insp. Date; ! Day1; &27K32 Time Start: ; 12:00 Time Stop: ! 3:30 Cert: City of SD #350 ....;. Day_2: \V\lfi / / 9/27/02 * Sigrtrtunfe J/ / / Date Day 3: ; Day 4: Day 5: I j Copies of report submitted to: Structural Inspections 'A SPECIAL INSPECTION COMPANY* 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager: (619)907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report* 08 Project Address: 2732 LOKER AVE. WEST Permit #: CB021 735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer DEVINE ENGINEERING DSA#: N/A Contractor: BIOSTRUCT Other: CONAN CONSTRUCTION Q Structural Steef ^ Masonry Q Concrete Q Fireproofing 0 Other: Q Other: n Other: D Other: D Other D H.S. Bolts Cl Prisms |2 Mortar/Grout 3 GROUT n Cone. Cylinders n Fireproof D Other: D Other: D Other D Other (H H.S. Bolts D Cone. PSI H Grout PSI 3000/2011500 D Mortar PSI ES Steel #4,5,6 D Elect/Wire n Fireproof D Other D Other: E3 Plans/Specs 12 Clearances |3 Positions 12 Sizes 12 Laps g| Consolidation Q Torque FtLbs: n Other: Q Other INSPECTED THE REINFORCING STEEL FOR SIZE, GRADE, LAP, LOCATION, CLEARANCES AT THE SECOND LIFT OF CMU WALLS. MONITORED THE PLACEMENT, CONSOLIDATION OF 8.0 CUBIC YARDS OF GROUT AT THE SECOND LIFT OF THE CMU VAULT ROOMS 403, 405, 406, 504, INSPECTED REBAR FOR SIZE, GRADE, LAP, LOCATION, CLEARANCES. OBTAINED ONE SET OF 3 GROUT SAMPLES. GROUT SUPPLIED BY HANSON. SECOND LIFT IS COMPLETE. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwi specifications and applicable sections of the building codes. This inspected and does not constitute opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 ved plans, of the work 9/20/02 Date Insp. Date: Time Start: Time Stop: Day1: 9/2QO2 11:00 3:30 Day 2: ', Day 3: I Day 4:,_Day5:. Copmm of report submitted to: Structural Inspections "A SPECIAL INSPECTION COMPANY* 440 Tilling Way, El Cajon, CA 92020 Telephone: (619)749-4912, Fax: (619)749-5693. Cell: (619)770-9559, Pager: (619)907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report*: 07 Project Address: 2732 LOKER AVE. WEST Permit #: CB021735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer DEVINE ENGINEERING DSA #: N/A Contractor BIOSTRUCT Other CONAN CONSTRUCTION •IB^^H El Structural Steel Q Masonry Q Concrete n Fireproofing K| Other FIELD D Other: Q Other: [U Other: D Other: D H.S. BottS n Prisms n Mortar/Grout n Cone. Cylinders n Fireproof D Other: n Other: n Other D Other D H.S. Botts n Cone. PSI D Grout PSI n Mortar PSI El Steel A36 El Elect/Wire E-7018 n Fireproof D Other: D Other: ^^^•^^^^^^^^^^^^^^^^^^^^^^BEl Plans/Specs fj Clearances fj positions E] Sizes D Laps Q Consolidation Q Torque FtLbs: n Other: D Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE GROOVE WELDING OF ANGLE IRON LEDGER PLATES AT THE SECOND FLOOR OF THE EXISTING CONCRETE PANEL, REF. DET. 2, 3/S3.1. OBSERVED CERTIFIED WELDER FOR PROPER WELD PROCEDURES, TECHNIQUES. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report coyef$^ttie/fatcftions of the work inspected and does not constitute opinion or project control. / Inspector MARIO BATTAGLIA Cert: City of SD #350 9/19/02 Signature Date Insp. Date: Time Start: Time Stop: i Day1: 9/19O2 I 1:00 ! 350 f Day2: ; Day 3: I Day 4: ; •i .Day.a Copies of report tubmttted to: Structural Inspections "A SPECIAL INSPECTION COMPANY" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693. Cell: (619) 770-9559, Pager (619) 907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report #: 06 Project Address: 2732 LOKER AVE. WEST Permit #: CB021 735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer: DEVINE ENGINEERING DSA#: N/A Contractor: BIOSTRUCT Other. CONAN CONSTRUCTION n Structural Steel Q Masonry [] Concrete n Fireprooflng D Other K Other. EPOXY n Other O Other. D Other mmmmmm C| H.S. BoKs n Prisms D Mortar/Grout D Cone. Cylinders C] Fireproof D Other D Other Q Other D Other D H.S. Softs D Cone. PSI D Grout PSI D Mortar PSI |2 Steel #5 D Elect/Wire D Fireproof |2 Other: SIMPSON SET E] Other. 5" EMBED Q Plans/Specs fj Clearances Q Positions D Sizes D Laps Q Consolidation n Torque FtLbs: E| Other ICBO5279 D Other PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF #5 REBAR DOWELS AT (E) CONCRETE PANEL IN VAULT RM. 403. REF. DET. # (13/SI.2), LINES D (2-2.5) VERIFIED HOLE SIZE, DEPTH, LOCATION, CLEANLINESS, SIZES AND EPOXY TYPE PRIOR TO INSTALLATION. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies specifications and applicable sections of the building codes. This report covers the inspected and does not constitute opinion or project control. Inspector MARIO BATTAGLIA Cert: City of SD #350 Signatu proved plans, of the work 9/13/02 Date trap. Date: Time Start: Time Stop: Day1: 7X30 9:00 Day 2:Day 3:Day 4:Day 5: Copie* of report submitted to: Structural Inspections 'A SPECIAL INSPECTION COMPANY1 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax (619) 749-5693, Cell: (619) 770-9559, Pager (619) 907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report #: 05 Project Address: 2732 LOKER AVE, WEST Permit #: CB021 735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer DEVINE ENGINEERING DSA#: N/A Contractor: BIOSTRUCT Other CONAN CONSTRUCTION D Structural Steel EJ Masonry Q Concrete Q Rreproofing D Other n Other: D Other: n Other: D Other Q H.S. Bolts n Prisms El Mortar/Grout 3 GROUT n Cone. Cylinders C] Fireproof D Other: D Other: D Other. D Other n H.S. Bolts n Conc.PSI |3 Grout PSI 3000/3011501 Q Mortar PSI H Steel #4,6 C] EtectJWlre D Fireproof D Other D Other ^^HIH^H^B^^B^^^^^^BO Plans/Specs Q3 Clearances £3 Positions l§] Sizes E3 Laps E] Consolidation D Torque Ft.Lbs: D Other [3 Other INSPECTED THE PLACEMENT AND CONSOLIDATION OF 7.0 CUBIC YARDS OF GROUT AT VAULT RM. INSPECTED REINFORCING STEEL FOR SIZE, GRADE, LAP, LOCATIONS, AND CLEARANCES. ONE SET OF GROUT SAMPLES TAKEN. GROUT SUPPLIED BY HANSON. VAULT RMS: 403, 405, 406, 507 NOTE: REMOVED AND REINSTALLED #4 REBAR WITH LAPS OF 24" PLUS AT CORNERS AND INTERSECTIONS. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, com specifications and applicable sections of the building codes. This r/port inspected and does not constitute opinion or project control. pproved plans, s of the work Inspector MARIO BATTAGLIA Cert: City of SD #350 Date Insp. Date: Time Start: Time Stop: Day1: 11:00 3:00 Day 2:Day 3:Day 4:Day 5: Copiec of report submitted to: Structural Inspections "A SPECIAL INSPECTION COMPANY* 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912. Fax: (619) 749-5693, Cell: (619) 770-9559. Pager: (619) 907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report #: 04 Project Address: 2732 LOKER AVE. WEST Permit #: CB021 735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer DEVINE ENGINEERING DSA#: N/A Contractor BIOSTRUCT Other CONAN CONSTRUCTION ____^^^^^^^__ G Structural Steel G Masonry G Concrete Q Fireproofing Q Other |3 Other: EPOXY G Other: G Other. G Other ^^^HHHHH^^^^^^^^^^^^^^II^^^^^^^HG U.S. Bolts G Prisms Q Mortar/Grout G Cone. Cylinders G Fireproof G Other G Other: G Other. G Other ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^H G H.S. Bolts G Cone. PSI Q Grout PSI Q Mortar PSI E| Steel #4 G Elect/Wire G Fireproof £3 Other. SIMPSON SET S Other 6: EMBED ONBMI E3 Plans/Specs |2 Clearances E3 Positions E3 Sizes Q Laps G Consolidation G Torque FtLos: E3 Other. UCBOS279 G Other PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF #4 REBAR EPOXY DOWELS INTO THE (E) SLAB ON GRADE AND C.I.P. WALLS AT THE NEW CMU WALL TERMINATION'S. VERIFIED BAR TYPES, SIZES, HOLE SIZE, DEPTH, LOCATION, CLEANLINESS AND EPOXY TYPE PRIOR TO INSTALLATION. pproved plans, of the work Cert: City of SD #350 Insp^Date: Tfme_ Start.: Time Stop: CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies specifications and applicable sections of the building codes. This report covejs~the>lo( inspected and does not constitute opinion or project control. Inspector MARIO BATTAGLIA Copies of report submitted to: Structural Inspections "A SPECIAL INSPECTION COMPANY" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559. Pager (619) 907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICALS Page: 1 of 1 Report #: 03 Project Address: 2732 LOKER AVE. WEST Permit #: CB021735 Architect: JKE DESIGN & ASSOCIATES File #: J-0296 Engineer: DEVINE ENGINEERING DSA#: N/A Contractor: BIOSTRUCT Other CONAN CONSTRUCTION PBBVD Structural Steel Q Masonry EP Concrete n Fireproofing Q Other: D Other: D Other: D Other: D Other: WWPBWMM D H.S. Bolts Q Prisms G Mortar/Grout IS Cone. Cylinders 3 n Fireproof D Other: D Other. D Other C] Other: CU H.S. Bolts E2 Conc.PSI 4000/4032500 D Grout PSI D Mortar PSI H Steel #4,5 n EtectJWire D Fireproof d Other D Other O Plans/Specs |2 Clearances E] Positions £3 Sizes E3 Laps IS Consolidation D Torque FtLbs: D Other: D Other INSPECTED REINFORCING STEEL DOWELS, MAT STEEL AND FOOTING STEEL PRIOR TO CONCRETE PLACEMENT. MONITORED THE PLACEMENT, CONSOLIDATION OF 58.5 CUBIC YARDS OF CONCRETE AT THE NEW FOOTINGS AND SLAB. OBTAINED ONE SET OF 3 TEST SAMPLES. SLUMP TEST RESULTS: 4 1/2". CONCRETE SUPPLIED BY HANSON. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies specifications and applicable sections of the building codes. This report covej inspected and does not constitute opinion or project control. Inspector MARIO BATTAGLIA Cert: City of SD #350 ed plans, the work 9/5/02 Signature Date Insg. Date: Time Start: Time Stop: Day1: 9£M2 ! Day 2: 7:00 ; 3:30 I Day 3: ! Day 4: i Day 5: Copie* of report submitted to: Structural Inspections "A SPECIAL INSPECTION COMPANY* 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559. Pager. (619)907-3511 inspection Report Project Name: HISAMITSU PHARMACEUTICAL Page: 1 of 1 Report #: 02 Project Address: 2732 LOKER AVE. W. Permit #: CB021735 Architect: JKE DESIGN AND ASSOCIATES File #: Engineer: DEVINE ENGINEERING DSA #: N/A Contractor BIOSTRUCT, INC. Other N/A BBBBB n Structural Steel n Masonry n Concrete Q Fireproofing D Other H Other REBAR D Other: n Other D Other Q H.S.Bcte [] Prisms n Mortar/Grout [3 Cone. Cylinders n Fireproof n Other D Other D O*1^ D Other D H.S. Bolts D Cone. PS! D Grout PSI D Mortar PSI H Steel #3,4,5,6 D Elect/Wire Q Fireproof D Other D Other ^A|^^^^^^H^H^^^^H|^^^^^H^^^^«H| |3 Plans/Specs E3 Clearances H Positions |2 Sizes S Laps Q Consolidation n Torque FtLbs: n Other D Other: AREAS. PERFORMED PRELIMINARY REBAR INSPECTION ON THE FOOTING, S.O.G. AT TWO NEW PIT INSPECTED REBAR FOR SIZE, GRADE, LAP, LOCATION, CLEARANCES. NOTE: THE PLACEMENT OF VERTICAL DOWELS AND MAT STEEL IS IN PROGRESS. WILL VERIFY COMPLIANCE PRIOR TO CONCRETE PLACEMENT. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies specifications and applicable sections of the building codes. This report inspected and does not constitute opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 ed plans, of the work 9/3/02 lns£. Date: Time Start: Time Stop: ! Day1: 9QO2 I 8:00 I lOflO SignaturtW \j ' / Day 2: ' Day 3: ! Day 4: Date Day 5: Copies of report Mibmittod to: Structural Inspections "A SPECIAL. INSPECTION COMPANY" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager (619) 907-3511 Inspection Report Project Name: HISAMITSU PHARMACEUTICAL Page: 1 of 1 Report #: 01 Project Address: 2732 LOKER AVE. W. Permit #: CB021735 Architect: JKE DESIGN AND ASSOCIATES File #: Engineer: DEVINE ENGINEERING DSA#: N/A Contractor: BIOSTRUCT, INC. Other N/A »""«•D Structural Steel Q Masonry n Concrete n Fireproofing D Other E3 Other: EPOXY D Other. D Other: D Other D H.S. Bolts D Prisms D Mortar/Grout CD Gone. Cylinders D Fireproof D Other: D Other D Other D Other D H.S. Bolts D Cone. PSI D Grout PSI D Mortar PSI 13 Steel #5 D EtectJWire C] Fireproof E3 Other SIMPSON SET H Other 5" EMBED mmmmm Q Plans/Specs fj Clearances D Positions D Slzes n Laps Q Consolidation D Torque Ft.U»: B Other ICBO5279 D Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF TWELVE TOTAL, #5 REBAR EPOXY DOWELS INTO (E) FOOTINGS AND PANELS AT NEW GRADE BEAM. VERIFIED BAR SIZES, HOLE SIZE, DEPTH, LOCATION, CLEANLINESS AND EPOXY TYPE PRIOR TO INSTALLATION. REF. DET. 13/S1.Z CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers theJocaMOnybf the work inspected and does not constitute opinion or project control. Inspector MARIO BATTAGLIA Cert: City of SD #350 8/29/02 Signatu Date Imp. Date: Time Start Time Stop: Day1: 8/29/02 I Day 2: aoo : 11:00 I Day 3:Day 4: ; Day 5: Copies of report submitted to: "A Quality Assurance Firm" TESTING SERVICES & INSPECTION INC. 3030 Main Street San Diego, CA 92113 (619) 234-99O4 (619)234-4931 fax REPORT OF COMPRESSION TESTS Project Name: HISAMITSU Project Address: 2732 LOKER AVENUE WEST Architect: N/A Engineer: N/A Contractor: BIOSTRUCT Permit Number: CB 021735 File Number: N/A Job Number: N/A Other: CONAN CONSTRUCTION Sample Data Report of: Concrete^ Supplier HANSEN Mix Description: 4000 1" RK Design Strength: 4000 Type Cement: N/A Unit Weight: N/A Location of Placement: Mortar Grout Other Mix Number 4032500 Required Strength 4000 Admixture: N/A Placement Date: 09-05-02 Ticket No.: 374341 Air Content: N/A Time: N/A Load No.: #5 Concrete Temp.: 78' F Time in Mixer 50 MINUTES Slump: 4" FOOTINGS ® PIT Special Test Instruction or Remarks: SAMPLES NEED CAPPING, LENGTHS ARE 11 7/8" "A" SAMPLE & 11 3/4" "B" SAMPLE ASTM Test (s) Performed: [7] SAMPLING FRESHLY MIXED CONCRETE (C172) [7]SLUMP (C143) \~S\ TEMPERATURE (C1064) [Tj MAKING & CURING CONCRETE IN FIELD (C31) D AIR CONTENT BY PRESSURE METHOD (C231) |~~| AIR CONTENT BY VOLUMETRIC METHOD (C1731 I~l UNIT WEIGHT, YIELD, & AIR CONTENT (C138) Samples Made by: MARIO BATTAGLIA Date Received in Lab: 09-09-02 Laboratory Data Age Field Identity 07 Days 28 Days Lab Control Number 02-1015 A 02-1015 B Date Tested 09-12-02 10-03-02 Dimensions Inches 6x12 6x12 TESTS PERFORMED UNDER THE RESPONSIBLE CHARGE OF RCE #C26676 DENNIS ZIMMERMAN S CONFORMS D DOES NOT CONFORM D FOR INFORMATION ONLY Test Area SQ. Inches 28.26 28.26 < \ /v /A Max Load Pounds 65,000 125,000 i / \/ \ Compressive Strength PSI 2300 4,420 Lab Use A i ASTM C39 Fracture B B iiiii A B C D E Hone Cone Cone Shear Columnar & & Split Shear Sketches of Types of Fractures per ASTM C39 EsGil Corporation 2n Partncrs/iip witfi. government for 'Suiting Safety DATE: 8/15/02 a^APPJJCANT JURIi JURISDICTION: City of Carlsbad "-CTPLAN REVIEWER a FILE PLAN CHECK NO.: 02-1735 SET: IV PROJECT ADDRESS: 2732 Loker Ave. West PROJECT NAME: Hisamitsu Pharmaceutical Company 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: Randy Telephone #: Date contacted: 8/15 (by: DY) Fax #: /L -p Mail Telephone /,A aFax In Person *,S />*^ REMARKS: y. me building official to review the sewer agency approvals/zyrhe revised sheets A2.1, A8.0, A8.2 and M0.3 shall be slipped into City III set.(at building department) 3. The applicant hand carried the approved plan back to the city. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 *• (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In yartners/iip with government for Quitifaiff Safe DATE: 8/ 12/O2 D AEJ2UQANT JURISDICTION: City of Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 02-1735 SET: III PROJECT ADDRESS: 2732 Loker Ave. West PROJECT NAME: Hisamitsu Pharmaceutical Company 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: Randy Biegenzahn 2970 Fifth Ave. #340, San Diego, CA 92103 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: Randy Biegenzahn Telephone #: (619)220-6900 Datecontacted:«/'2>/o£ (by:f*x-) Fax #: (619)295-1843 Mail ^Telephone Fax*^ In Person REMARKS: By: David Yao Enclosures: Esgil Corporation E3 GA D MB D EJ n PC 8/5 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 City of Carlsbad O2-1735 III 8/12/02 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-1735 PROJECT ADDRESS: 2732 Loker Ave. West SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 8/5 8/12/02 REVIEWED BY: David Yao 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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, 1997 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, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. City of Carlsbad 02-1735 III 8/12/02 A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo City of Carlsbad 02-1735 III 8/12/02 * Provide specification for the flow grip on the plan to justify the flow grip is adequate to support the proper live load. • PLUMBING, MECHANICAL AND ENERGY CORRECTIONS 4 PLAN REVIEWER: Glen Adamek 1. Provide complete plans and detail of the containment pit and "Flow Grip System" for floor system over the pit. Show the minimum containment size to provide the 133 cubic foot volume as per the "Revision: 2 Technical Report Hazardous Materials Summary". PLUMBING (1997 UNIFORM PLUMBING CODE) 9. The Building Official to review sewer agency approvals. UPC, Section 811.1. The serving sewer agency must review the proposed neutralizing tank system. ENERGY CONSERVATION 19. The ENV-1 form on sheet M0.3 still states: "No Modifications to Envelope." But the floor plans sheet A2.1 shows a roll-up door being infilled and windows being walled in. Also sheet A5.0 shows window changed to a door and wall infill. Please correct. 21. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Correct the detail 5 on sheet A8.2 to show the required minimum R-11 insulation at the new framed in window as per the ENV-2 form provided. 25. The ENV-1 form on sheet MO.3 must be corrected, completed and signed. 26. The Documentation Author and the Principal Envelope Designer must sign the corrected ENV-1 form on sheet MO.3. 29. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In tfartnersfUf v/itfi government for Suiting Safety DATE: 7/19/02 JURIS: JURISDICTION: City of Carlsbad "U HLAEfREVlEWER Q FILE PLAN CHECK NO.: O2-1735 SET: II PROJECT ADDRESS: 2732 Loker Ave. West PROJECT NAME: Hisamitsu Pharmaceutical Company 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. X] The applicant's copy of the check list has been sent to: Randy Biegenzahn 2970 Fifth Ave. #340, San Diego, CA 92103 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Randy Biegenzahn Telephone #: (619)220-6900 Date contacted:7-22-02. (by:<&y) Fax #: (619)295-1843 Mail ^Telephone Fax ^ In Person REMARKS: By: David Yao Enclosures: Esgil Corporation El GA S MB D EJ D PC 7/9 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O2-1735 II 7/19/02 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-1735 PROJECT ADDRESS: 2732 Loker Ave. West SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 7/9 7/19/02 REVIEWED BY: David Yao 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, 1997 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, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of City of Carlsbad 02-1735 II 7/19/02 the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo City of Carlsbad 02-1735 II 7/19/02 14. See item 16 of the Mechanical corrections. 27. Note 8 on sheet A2.1D is not clear. Is the existing roll-up door been abandoned. Fill the opening with the new stud wall.(?) • PLUMBING, MECHANICAL AND ENERGY CORRECTIONS 4 PLAN REVIEWER: Glen Adamek 1. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. The "Revision: 1 Technical Report Hazardous Materials Summary" does not correctly address the following: D) Provide calculations for required containment in each area of the buildings, as per UBC, 307.2.5. The Mixing and Milling Room #504 must have containment if dispensed into Individual Vessel or System is greater than 1.1 gallons, or used in system of Multiple Vessels or Systems are greater than 5.3 gallons. Not secondary containment storage containers. E) Provide a written response to show how Spill Control and Drainage are being handled as required in UBC, Sections 307.2.3 & 307.2.4. The response in the 'Report' does not correctly address the required spill control and drainage in the Mixing and Milling Room #504 if dispensing into Individual Vessel or System is greater than 1.1 gallons, or used in system of Multiple Vessels or Systems are greater than 5.3 gallons. F) Correct the location of the required manual shutoff control for ventilation equipment as per UBC, Section 1202.2.3. Just outside the exit door from in the Mixing and Milling Room #504, in room #501. Not in room #500. E) The building plans shows an "explosion relief skylight" in the Mixing and Milling Room #504, but the walls and roof systems or the Mixing and Milling Room #504 are not designed to resist the required minimum internal pressure of 100 pounds per square foot as per UBC, 307.10. Clearly note on the plans: "No explosion control being provided." Or correct the building walls and roof designs. PLUMBING (1997 UNIFORM PLUMBING CODE) 4. The First Floor Plumbing Demolition Plan on sheet P2.1 still does not show the existing sewer piping shown on sheet P2.2 at the Industrial Waste piping connection (at the Sample Port)? 9. The serving sewer agency must review the proposed neutralizing tank system. The Building Official to review sewer agency approvals. UPC, Section 811.1. 10. The "Revision: 1 Technical Report Hazardous Materials Summary" does not address what is to be drained into the chemical waste system? If the City of Carlsbad 02-1735 II 7/19/02 Industrial Waste system is a chemical waste system, then show compliance with UPC, Section 811.0. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 16. Sheet M2.0 shows in Mixing and Milling Room #504 the exhaust ducts "down in studwall" (fire rated occupancy wall). This does not match Sheet A2.1 showing the ducting in "Boxed-out Wall". Clearly detail the duct runs In furred space in front of the required fire rated occupancy separation wall. Show all required fire rated occupancy separations and show the required smoke and fire dampers at duct openings in the required fire rated occupancy separations as perUBC, Sections 713.10 and 713.11. 18. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. F) The Plans and the Report shows the fume hood exhaust is Class 1 product-conveying duct system. Not a Class 5 (corrosive conveying) system, as per the response? P) The sheet A2.1 Flammable Cabinets in the Reagent Room that seem to need exhaust ventilation systems, but none shown on the mechanical plans. Please address. ENERGY CONSERVATION 19. The ENV-1 form on sheet M0.3 states: "No Modifications to Envelope." But the floor plans sheet A2.1 show the a roll-up door being infilled and windows being walled in. Also sheet A5.0 shows window changed to a door and wall infill. And the plans show a new skylight. But the required wall insulation is not shown and no energy design for the proposed changes are shown. All modifications to the envelope? No response and no new envelope energy design? 20. Documentation of the method in determining the U-factor and SHGC for each fenestration product type (windows and skylights) must be provided for plan check. No response and no new envelope energy design? 21. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. No response and no new envelope energy design? 25. The corrected, completed and signed ENV-1, LTG 1, and MECH 1 forms must be imprinted on the plans. 26. The Documentation Author and the Principal Envelope Designer must sign the corrected ENV-1 form on sheet M0.3. 29. Complete energy plan check will be done when complete corrected energy designs are provided. City of Carlsbad 02-1735 II 7/19/02 Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans, 4 ELECTRICAL PLAN REVIEW • 1996 NEC • PLAN REVIEWER: Morteza Beheshti 1. Please indicate clearly on the plans all existing and new equipment. THE NEW GENERATOR AND THE "ATS" LOCATION HAS NOT BEEN SHOWN ON THE PLANS. 2. If tho generator and tho ATS aro now then include tho following opooifioations on tho oinglo lino diagram whon utilizing a four polo ATS: Tho grounding electrode, conductor size, and the neutral bond at the generator (NEC 250-26), and both required oigns inotallod at tho oorvico. NEC 700 8 (a & b) 3. Rebar is not an acceptable grounding electrode for commercial applications in the City of Carlsbad. Please describe what the "UFER" ground will be. (footage, conductor material and size, depth in footing.) ON THE GENERATOR GROUNDING KEY NOTE 2 REPLACE THE WORD "OR" WITH "AND". THEN, SPECIFICALLY INDICATE WHAT THE GROUNDING ELECTRODE WILL BE. NEC 250-81 Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti 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. EsGil Corporation In tPartnersfiip with government for 'Buitding Safety DATE: 6/21/02 Q APPLICANT JURISDICTION: Carlsbad -PtAN-REVlEWER Q FILE PLAN CHECK NO.: 02-1735 SET: I PROJECT ADDRESS: 2732 Loker Ave. West PROJECT NAME: Hisamitsu Pharmaceutical Company 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. XI 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: Randy Biegenzahn 2970 Fifth Ave. #340, San Diego, CA 92103 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Randy Biegenzahn (V.M) Telephoned (619)220-6900 x- Date contacted:U [2H/oz (by: It, ) Fax #: (619)295-1843 Mail •" Telephone "~" Fax ^^-In Person REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/10 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4- Fax (858) 560-1576 Carlsbad 02-1735 6/21/02 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 02-1735 OCCUPANCY: B/H3? TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: ? SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 6/21/02 JURISDICTION: Carlsbad USE: office, Lab /mixing room ACTUAL AREA: total 8430 sf, T.I. 4850 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION; 6/10 PLAN REVIEWER: David Yao 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 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 1997 UBC. 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, 1997 Uniform 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw.dot Carlsbad 02-1735 6/21/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide complete area analysis to show with the revised occupancy the building still within the allowable floor area. Section 3405. 2. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide the designer's or contractor's construction cost estimate of all work proposed. 3. On the first sheet of the plans indicate: • Present and proposed occupancy classifications of the remodel area, (H3?) 4. Indicate the use of all spaces adjacent to the area being remodeled or improved. 5. Some of the wall(?) next to the door shows dash line. Please clarify the construction of those dash lines. 6. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 7. 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 UBC Tables 3-D and 3-E. 8. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make Carlsbad 02-173S 6/21/02 classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.1.6. 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 10. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-O and 16-B. 11. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. 12. Specify lever-type hardware for passage doors on floors accessible to the disabled. Title 24. 13. A 1-hour occupancy separation is required between the B occupancy and the H- 3 occupancy. Table 3-B. 14. Fire dampers shall be installed per Section 713.11 at all ducted orunducted air openings at penetrations of: a) occupancy separation walls. 15. Smoke dampers shall be installed per Section 713.10 at all ducted or unducted air openings at penetrations of: a) occupancy separation walls. 16. If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713.10 of the UBC. 17. Exits shall not pass through kitchens, store rooms, or spaces used for similar purposes. Section 1004.2.2.(through room 501?^ 18. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. Carlsbad 02-1735 6/21/02 19. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 1003.3.1.6. 20. Exit doors from Group H-3 occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. 21. All doors and gates, within the exit path from Group H-3 occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 1003.3.2.2. 22. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 10. Section 1003.3.1.1. • MISCELLANEOUS 23. Provide calculation to show the masonry vault wall is adequate to resist the proper load. 24. Provide calculation to show the masonry wall support the new TS 3x3 column without any special reinforcement. 25. The new TS column to the masonry wall connection shall be referenced from the foundation or framing plan with calculation to justify it. 26. Provide calculation to show the base plate and anchor bolts of the TS column connect to the Ts 5x5 beam are adequate. (8/S3.1?) 27. The demolition plan appears to show 10 feet of existing wall along gird line A been removed. Please clarify.(new opening? Detail around the opening reference and provide calculation to justify it.) 28. Please refer to the following corrections for mechanical, plumbing, energy and electrical items. 29. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 30. 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: Yes Q No a Carlsbad 02-1735 6/21/02 The jurisdiction has contracted with Esgil Corporation 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 Corporation. Thank you. • PLUMBING, MECHANICAL AND ENERGY CORRECTIONS 4 PLAN REVIEWER: Glen Adamek 1. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UPC. A complete plan review will be done when a complete hazardous materials technical opinion and report is provided as per UBC, Section 307.1.6. a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. d) Provide calculations for required containment in each area of the buildings, as per UBC, 307.2.5. e) Provide a written response to show how Spill Control and Drainage are being handled as required in UBC, Sections 307.2.3 & 307.2.4. f) Provide the required manual shutoff control for ventilation equipment as per UBC, Section 1202.2.3. g) Please address explosion Control as per UBC, Sections 307.10. h) For fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, section 8003.18.2-5. 2. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 3. Show the required ceiling rated fire dampers at duct openings in the fire rated ceiling membranes. UBC, Section 713.11 #4. Carlsbad 02-1735 6/21/02 PLUMBING (1997 UNIFORM PLUMBING CODE) 4. The First Floor Plumbing Demolition Plan on sheet P2.1 does not show the existing Industrial Waste piping shown on sheet P2.2? Also clearly show what is to be drained in the Industrial Waste piping and provide data on the piping materials for the proposed and existing Industrial Waste piping systems. 5. Show water heater size, type and location on plans. UPC, Section 501.0 6. Detail the water heater (& boiler) flue (vent) terminations as per UPC, Section 517.0. Minimum 8 feet from the wall or above the top of the wall. 7. Detail the water heater (& boiler) flue (vent) offsets, length, pitch and clearances as per UPC, Section 516.0. 8. Why is there an existing Sample Port at the end of the existing Industrial Waste piping, shown on sheet P2.2? 9. What are the NT-1 and NT-2 plumbing fixtures shown on sheet P2.2, on the Industrial Waste system? 10. If the Industrial Waste system is a chemical waste system, then show compliance with UPC, Section 811.0. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 11. Detail required roof access ladder to roof mounted HVAC equipment. UMC, Section 307.5. 12. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or III-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1202.2.2. 13. "Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be equipped with an approved method of collection and removal." UBC, Section 306.8 14. Equipment shall not be located in a hazardous location unless listed and approved for the specific installation. UMC, Section 304.5 EXCEPTIONS: a) Direct vent furnaces and electric heat furnaces. b) A vented appliance located in an unconfined space in accordance with the combustion air requirements of Chapter 7. Carlsbad 02-1735 6/21/02 15. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. 16. Show ail required fire rated occupancy separations and show the required smoke and fire dampers at duct openings in the required fire rated occupancy separations as per UBC, Sections 713.10 and 713.11. 17. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 309. 18. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6, a) Clearly show the type of material to be exhausted by each exhaust system. b) Detail the required make-up air as per UMC, Section 505.6. c) Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9. d) Clearly show the type of material to be exhausted by each exhaust system. e) Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 f) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B & 5-C. g) Separate and distinct systems shall be provided for incompatible materials. UMC, Sections 505.2 h) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. i) Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. j) Detail duct cleanouts as per UMC, Section 609.4. k) Detail required explosion venting of dust collection systems as per UMC, Section 609.5. I) Detail duct support as per UMC, Section 609.6. m) Detail fire protection as per UMC, Section 609.7. n) Detail clearances from combustibles as per UMC, Sections 609.8 & 609.8.1. o) Detail protection from physical damage as per UMC, Section 609.9. Carlsbad O2-1735 6/21/02 ENERGY CONSERVATION 19. The ENV-1 form on sheet MO. 3 states: "No Modifications to Envelope." But the floor plans sheet A2.1 show the a roll-up door being infilled and windows being walled in. Also sheet A5.0 shows window changed to a door and wall infill. And the plans show a new skylight. But the required wall insulation is not shown and no energy design for the proposed changes are shown. All modifications to the envelope? 20. Documentation of the method in determining the U-factor and SHGC for each fenestration product type (windows and skylights) must be provided for plan check. 21. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 22. Correct the lighting energy design. The energy design shows all Precision Commercial Work Areas. But the plans show storage areas, hallways and corridors, all allowing less lighting. Please correct the LTG-forms. 23. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 24. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). 25. The corrected, completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. 26. The Documentation Author and the Principal Envelope Designer must sign the corrected ENV-1 form. 27. The Documentation Author and the Principal Lighting Designer must sign the corrected LTG-1 form. 28. The Documentation Author and the Principal Mechanical Designer must sign the corrected MECH-1 form. 29. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 02-1735 6/21/O2 * ELECTRICAL PLAN REVIEW • 1996 NEC • PLAN REVIEWER: Morteza Beheshti 1. Please indicate clearly on the plans all existing and new equipment. 2. Please complete the single line diagram and show all new and existing panel(s) used on the floor plans. 3. Show the available fault current (Isc) from the serving utility co. and at the equipment where Isc exceeds 10,000 amps. 4. Show the ampere interrupting capacity (AIC) ratings of the existing service and new subservice equipment. NEC 110-9, 230-65. 5. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. 6. Please include a detail of the Class 1 Div. 1 or 2 demise specifically in room #501. NEC 500-2 7. Specify the wire type (AL or CU) and insulation (i.e. THWN). NEC 310. 8. If the generator and the ATS are new then include the following specifications on the single line diagram when utilizing a four pole ATS: The grounding electrode, conductor size, and the neutral bond at the generator (NEC 250-26), and both required signs installed at the service. NEC 700-8 (a & b) 9. "Wiring from emergency source shall be kept entirely independent of all other wiring and equipment and shall not enter the same raceway, cable, box, or cabinet with other wiring." NEC 700-9 10.Submit load calculations. Include long continuous loads (LCL) and the largest motor loads. NEC 220. 11. Indicate the total load demand on the existing service. 12. Specify the wiring method you intend to use for this project. Indicate the type of conduit to be used when exposed or buried underground, etc. (i.e., EMT, Metal Flex, NMCetc.). NEC110-3(a)and(b). 13. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210- 8(b)2&210-63. 14. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is Carlsbad O2-1735 6/21/02 required when two exits are required per the UBC. UBC 1003.2.8.2 and NEC 700- 16. 15. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator), UBC 1003.2.9.2 & NEC 700-16. 16.Rebar is not an acceptable grounding electrode for commercial applications in the City of Carlsbad. Please describe what the "UFER" ground will be. (footage, conductor material and size, depth in footing.) 17. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and " The overcurrent devices shall be AlC rated per manufacturers, labeling of the electrical equipment". Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti 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. DEPARTMENT OF STATE ARCHITECT TITLE 24 DISABLED ACCESS REQUIREMENTS • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. Carlsbad O2-1735 6/21/O2 COUNTERS AND TABLES 2. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. 3. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. END OF DOCUMENT Carlsbad O2-1735 6/21/02 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-1735 PREPARED BY: David Yao DATE: 6/21/02 BUILDING ADDRESS: 2732 Loker Ave. West BUILDING OCCUPANCY: B/H3 TYPE OF CONSTRUCTION: V-N BUILDING PORTION T.I. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 4850 cb Valuation Multiplier By Ordinance Reg. Mod. per city VALUE ($) 145,500 145,500 $688.24 Plan Check Fee by Ordinance Type of Review: D Repetitive Fee Repeats Complete Review D Other r-i Hourly Structural Only Hour Esgil Plan Review Fee $447.36 $385.41 Comments: macvalue.doc Sheet 1 of 1 JKE DESIGN + ASSOCIATES TO:July 8,2002 CITY OF CARLSBAD, ESGIL CORPORATION RE: CB 02 1735 PLAN CHECK COMMENTS PROJECT: HISAMITSU 2732 LOKER AVE WEST The following comments are in regards to the plan review correction list generated by the EsGil Corp. 1. Area analysis See sheet AO. 1 2. Project value Using $29 / sq. ft.: 4850 x 29 = $140,650 3. Occupancy See exiting plan sheet A2.0 4. Space usage See A2.1 5. Dashed lines next to wall indicate the inactive leaf of a double door. 6. There will be no area separation walls, entire building will be 1 control area, see A8.0 for details 7. See technical report and # 21 on A0.1 8. See technical report 9. Seenote#19onA0.1 10. See note # 20 on A0.1 11. All areas to be accessible per title 24 12. See note A2.1F 13. See 2 hour wall 4 on A8.0 14. See A2.1, ducts inside occupancy separation wall 15. All duct to enter room 504 through roof/ceiling 16. see mechanical plans 17. Room 501 is general manufacturing area. 18. See note #1 onAO.1 19. Seenote#16on A0.1 20. See schedule A2.1F, note 14 21. See schedule A2.1F, note 14 2970 FIFTH AVENUE SUITE 340 SAN DIEGO, CALIFORNIA 92103 JKEDESIGN.COM 22. See schedule A2.1F, note 15- or explain your concerns 23. - 26. See structural Engineers responses 27. The clashed lines indicate existing roil-up door to be abandoned in place see note A2.1 28. - 30. See structural Engineers responses PLUMBING, MECHANICAL AND ENERGY CORRECTIONS 1 a-e See Haz mat report. 1 f-h See mechanical engineers responses 2-3 See mechanical engineers responses 4-10 See plumbing engineers responses 11-21 See mechanical engineers responses 22-29 See electrical engineers responses ELECTRICAL PLAN REVIEW 1-17 See electrical engineers responses TITLE 24 1. See notes on site plan. 2. See note A2.1 Monday, July 06, 2002 3:09 PM Michael W. Devine 858-748-6011 P01 O Recipient: Ms. Claire Hendry Company: JKE Design & Associates Fax Number: 1-619-295-1843 Voice Number: Date: 7/8/2002 Time: 3:08:45 PM Total No. Pages: 3 Company: Devine Engineering, Inc. Fax Number: 858-748-6011 Voice Number: 858-748-6168 Subject: Hisamitzu Message: Claire Attached please find our responses to the plan check corrections. Mike 87-SS-82 15:85 TO.'JKE DESIGN FROM:858 748 6811 PQl ZGd ITQ9 BSB:WOUJ SG:ST ZQ-BQ-LQ 15:13 JKE DES1GM PB2/S2 03-1735 6/21/0* 19. Regardless of occupant fond, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1 " maximum where not used tor disabled access). Section 1 003.3.1 .6. 20. Exit doors from Group H-3 occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. 21 . All doors and gates, within the exit path from Group H-3 occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 1003.3.2.2. 22. When additional doors are provided for egress purposes, they shafl conform to the width, swing and hardware provisions in Chapter 10. Section 1003.3.1.1 , • MISCELLANEOUS 3. Provide calculation to show the masonry vault wall is adequate to resist the proper load. 28. Provide calculation to show the masonry wal support the new TS 3x3 column without any special reinforcement. The new TS column to the masonry wal connection shall be referenced from the foundation or framing plan with calculation to justify It. f • S Provide calculation to show the base plate and anchor botts of the TS column connect to the Ts 5x5 beam are adequate. (8/33. 1 ?) yUjei 4t» ST+aA aaBa(M 27. The demolition plan appears to show 10 feet if existing wall along gfrd line A been removed. Please ctarffy.(new opening? Detail around the opening reference and provide calculation to justify it) Please refer to the following corrections for mechanical plumbing, energy and electrical items. 29. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet, note or detail number, calculation page, etc. 30. 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: Yes Q No Q I L09-9W.-9S9 8UIA8Q 'wd eae 3002 ' EQd T189 81?i BSBiHOtU 3Xf:Ql SSiST ZB-SQ-LQ DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO..OF CALCULATED BY. CHECKED BY SCALE IMTE Co>4C, w/ *ff;*t S^ .'^ o.o. -V- V. o*^ / V-t; ( u* )'«J^v O. C<9 c. 1. So * ^^ O t &** sunn ws-i U09-8W-998 aujAaQ 'Wd 60-£ S002 JUL-09-2D02 09:22AM FRO)*- T-408 P.002/003 F-726 Hisamitsu Responses to Plan Check Correction Comments Architectural/Structural Comments Plan Check Correction Comment No. 14 15 16 Response Not required. No ducts penetrate through occupancy separation walls. Not required. No ducts penetrate through occupancy separation walls. Not required. No ducts penetrate through occupancy separation walls. Mechanical Plan Check Correction Comment No. 1.0 i.q) i,h) 2 3 11 12 13 14 15 16 17 18 a) 18 b) 18 C) 18 d) 18 ej 18 f) 18 g) 18 h) 181) 18 j) 18 10 181) 18m) 18 n) 180) Response Manual shut-off switch for EF-2 .SF-2, AC-3 and AC-4 located adjectent to access door for room 505. sheet M2.Q. Explosion relief skylights shown on A2.1R. Exhaust ducts are within 12" AFP in rooms 504 and 209, Shown on M2.0. See Revised plans. Not required. No ducts penetrate through fire rated ceiling assemblies. See Architectural Sheet A2.1 for existing roof access location. 6 ACVHR low exhaust in room 209, 400, 502 and 504 shown on M2.0. No finely divided combustible waste produced or used on this project. No equipment is located in hazardous locations. Smoke detectors shown on M2.0. Not required. No ducts penetrate through occupancy separation walls. See Architecturals, Sheet A8.Q for occupancy separations details. See sheet P2.2. (Discharges to floor sinks) See Technical Report. Make UP air shown on M3.0. Clearances shown on M2.1 and M0.2A, See Technical Report. OSJ. See tecnincal report and sheet MO. 1 A. Class 5 duct gage not specified by Table 5-B and 5-C. Not required. See technical report, fumes and vapors are less than 10% LFL. Not required. See technical report, fumes and vapors are less than 1 0% LFL. N/A - No Minimun velocity required for ducts conveying vapors, gases, smoke or fumes. See sheet M0.1 , product conveying note # 7 and sheet M5.Q Detail # 9, No ducts are being used to convey explosive dusts. See sheet M0.1 Product Conveying Duct Notes # 8. Not required. See technical report, fumes and vapors are less than 10% LFL. Not required. See technical report, fumes and vapors are less than 10% LFL. No ducts are located in areas subject to physical damage. 7/9/2QG2 S7-S9-Q2 18:27 TO:JKE DESIGN FROM:PS2 JUL-09-2Q02 09:22AU FROM- T-408 P 003/003 F-726 Hisamitsu Responses to Plan Check Correction Comments Plumbing Plan Cneck Correction Comment No. 4 5 6 7 8 9 10 Response the I W line is new, cup sinks are connected to IW line, IW is poly pro 30 gallon 30,000 btu new detail on detail sheet new detail on detail sheet Pipe and port were labeled incorrectly added neutralizing tanks to schedules See Technical Report. 7/9/2002 G7-89-62 18:28 TO:JKE DESIGN FROM:P83 SENT BY: COOPER ELECTRIC; J»h2S-2002 TUE 01 = 12 Pit BIQSWICT 06-24-62 13=38 Jiff DEOIOH 619 579 6047; JLJN-26-02 10:28AM; FAX NO. 8583507867 1D*519 295 PAGE 10/13 P. 10/13 e/ai/oa ENERGY CONSERVATION . .* Buttna floor plana aheatA2.1 ahowthaa rol-up doorbaln0 irAad and windowa being waited hi. AJro»h^A6rO«how»windowch»nBedtoadt)orandwalMnffli, And ihe plans chow a new ekyifghL But the required wad fnauhrilon to not shown and no energy deatgn far (he propoeed channel ana ahown. All modifications to thfl envelope? 20. Documentation of the method in determfrinQ the U-tootor and 8H6C for each fenemtton product typo (window* and ekyflghta) must be provided for plan Check, 21. On the plane otoeriy ahow the waH and roof invitation tocatbne, thlokneec, and R-voTue*. ae per the enenr/ decfgn. 22. ' Correct the fighting energy deatgn. The energy daelgn ahowe all Bredeton CcmmeroW Work Areaa. But ttw ptara ihovr storega areas. Railways and conrldore, all allowing lew lighting. Pleaea correct tha LTQ-formt. — 23. Provide autorrwtfc thirty confab fo^^ 24. 'show the dayJttweaiar^raquli^dayttamfl lighting oc»rrtro^ u 25. The corrected, compielad and signed CMM.J-TG-I be Imprinted on thoplafti, «. 1 forma miwt . The Documentation Author and tha Principal Envelope Paafoner muet elan the 27. The Documentation Authored the PrinolpalUahtfngDaeignefmtwtalgnthe oorractod LTQ-1 fbnn, — 28. Tne Dooumentatlon Author and the Principal Mechanical Dtalgnar must «lgn the cormctedMEChHtbrm. / 20. N Complatottnergyplen ehedc wHf be done whan complete corrected energy v deeigne en pn^ded. Notet If you have any quaaflom ragaidtna thto plumbing, nwcnanical and energy plan review Hit ptoate contact Glen Adamek at (658) 5ttH46a. To »peed ihe review process, note on thto (tot (ore copy) where the corrected ten* have been eddravsed on the plant. 01 'd WOE VZ •jam U9S3 FLFCTRIC- 619 579 6047; JUN-26-02 10:28AM; -2002 TO 01 = 12 PH BIOSTRUCT FAX NO. mum K. DKBXOH J* Cadeta* OfrlTOS ¥ REVIEW* 19MMTC * PLAN REVIEWER; Moiteza Beheatm 1. Please Indicate dearty on the plant all extoting and new equipment— 2. Pieaaa complete the single Una diagram and «now all new end exjtfng pend(s) .X3. Snow the avaflabla teutt oumwit (lee) from tf» aarvlng, utffty oo. and at^ttje — ~ eautpmantwherateoexceeda 10,000anyi- — COftiv(rc^[. QJrr*<t*fjL'*^'T*^ the ampere incerruptinfl capacity (AlC) niwiga of the exlatlns service and new 5, Show or note on tteptanttfHt method uesd to MmK ftultcum»nte to 10.000 ampt on branch diuuNt. Include a ditoN of ihe Cta« 1 Dtv. 1 or 2 demiM «peoMoally in room #601 7. Specify the wife type (AL or CU) end Insulation <U. *mWN). NEC 310. - , ,vranaw than include the Wlowlnflapeclflcatloniontha —„„ Una olaoram when utWzing a lour pole ATS: The grounding electrode, conductor aba. and the neutral bond at the generator '(NEC 250-26). and both required algna Inatallad at the eervloe. NEC7Q04(a&b) — * ' ' "VyWng from erneraenoy eouroe ehafl be kept entirely ftxteoendent of ell other wirinfl and equipment end eheN not enter the same raceway, cabfe box. or cabinet wkh other wiring/ NEC 700* - calculation*. Include tang continuoua loads (L.CL) and the toryest motor loed*. NEC220. - V/11-lnolGAIe the total k>^ . .. wiring matfud you intend to uea for thta pitted Indloate the type of oonduKio beuMd when expoted orbuned undenjround« ata (i,e., EMT, Metal Ftex. NMCetc.). NEC 110-3(8) and CW. — 13. Provide OFI protected reoeptadato wKhln 25 feet of HVAC equfpmwiL NEC 210- .Xl4.Show extt aigna on the lighting pian(i) at att raquirad «to and epeof^them aa beingv ,, aelf-furnHfioua or having a aeeand aourc* of power (battery or generator). Thto to UM «s6 2002 dENT-BY: COOPER ELECTRIC; 619 579 6047; JUtJ-25-2002 TUE 01:12 PH BIOSTRUCT fi6-24-a2 13:34 JKC DCSICM labad Q2-173S JUN-26-02 10:29AM; FAX NO. 8583507B87 ID-G19 295 1043 PAGE 12/13 P, 12/13 Pi 1X12 rrewhM^ttcttBafttraqutr 1B- - «Wffrtd. gtff fl ^ •qulpmanf. «V«a**able grounding etoctrrto for comment •ppUcaliora In the dMcrfb* what tha "UFER" gmund wW te. (iboteoe, ^ 0lX)vwcuiront device endowi* w« «• ••ri«4Kmto« and tabbed (n seeoiaanoe with NBO 1 1 0-22" «nd - Tha cfovteM thai b« AIC mtad pat manufecturws. labaflng of tha amtowpfDOM»,noiaon fc^ (atiudunli«f»imtf •xte»V fauldlno. tiat butttflna. or portion of lha buuhg aflddad, is raaufred «o ocxryly wtti all of the raqurremanfe tor nfwbuikflnot, parS«dbn 1134B.2. wquhwmanti apply aa fettowt a) Thtafaa of ipacMo attention, rtpafr^ conttruotton. c) «0 A prtmary antnmoa to tw building. fti must ba ifiovm to oompfy with an Exlaflng Mnfevy teetfflM that MTV* 1ha wiwdetorfanwmurtt»«ha*rrto comply wtth«ll«coM«lblttyfefltur»«, &M|« drinking fbuntain* flf any) mutt ba aho*n to comply wwthtfi Exwting pubtto Wcphanw (if any) muat ba «hown to comply wtth all aooMftJbtBly features. ST 'ZOOS TI9S3 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE 6/2-^2. Docs/Mlsrarms/Plannfng Engineering Approvals Fire Department 021735 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 08/20/2002 Fire Prevention (760) 602-4660 Building Plan eviewed by: Name: Address: City, State: JKE Design 2970 5th Ave.Suite 340 San Diego CA 92103 Plan Checker: Job Name: Hisamitsu Job Address: 2732 Loker Avenue West Job#: 021735 Bldg#: CB021735 . Ste. orBldg. 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. 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 FD Job # 1st 2nd 3rd 021735 FDFile# Other Aqencv ID Carlsbad Fire Department 021735 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: 08/20/2002 Reviewed by: Name: Address: JKE Design 2970 5th Ave.Suite 340 City, State: San Diego CA 92103 Plan Checker: Job Name: Hisamitsu 021735 Fire Prevention (760) 602-4660 Job Address: 2732 Loker Avenue West Ste. or Bldg. No. Building plans must match the provisions of the technical report. Carlsbad Fire Department 021735 - 1635"r:aratdayAve. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 07/29/2002 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: JKE Design 2970 5th Ave.Suite 340 City, State: San Diego CA 92103 Plan Checker: Job Name: Hisamitsu Job#: 021735 Job Address: 2732 Loker Avenue West u Bldg #: CB021735 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. LJ Approved Subject to The item you have submitted for review has been approved subject to the 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 FD Job # 1st ?nrl 3rd 021735 FDFile# Other Agency ID Requirements Category: Building Plan Requirement: Pending 05.32 Additional Requirements or Comments Technical Report Provide a comparism to appropriate tables in CFC Article 79 and 80 specifying storage amounts, use and dispensing amounts for control area one and H-3 occupancy. Specify areas where general mechanical ventilation is provided. Per CFC Article 79, H-3 occupancy must be provided with mechanical ventilation at a rate of 1 cubic foot per minute per square foot of floor area over the design area.1202.2. Provide mechanical ventilation requirements as outlined in CFC. Provide calculations for minumum cfm for each Class I,II and III-A liquid proving that hoods will exhaust flammable liquids to below 10% LEL {Calculations should be based on the vapor density method as specified in NFPA.) Otherwise, hoods must be in compliace with CMC Chapter 5 for product conveying hoods. (Provide information on where the CFM calculation formula originated.) H-3 occupancy - Dispensing of hazardous materials into vessels exceeding 1.1 gallon capacity or used in open systems exceeding 5.3 gallons capacity requires spill control. Dispensing or using hazardous materials in open use when the capacity of individual containers exceeds 1.1 gallons and multiple containers or vessels exceeds 5.3 gallons requires secondary containment. Provide calculations using the required fire sprinkler density, or the existing fire sprinkler density, whichever is greater, to determine number of gallons to be contained and the size of the containment area. Provide minimum fire protection requirements, specifically minimum fire sprinkler densities for all areas. Remove reference to flammable solid in the inventory. Specify how rags soaked with flammable liquid are stored and disposed of. Page 1 07/29/02 Carlsbad Fire Department 021735 1685FaraclayAve. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 06/28/2002 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: City, State: JKE Design 2970 5th Ave.Suite 340 San Diego CA 92103 Plan Checker: Job Name: Job Address: Job#: 021735 Hisamitsu 2732 Loker Avenue West Bldg #: CB021735 Ste. or Bldg. No. u 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. LJ Approved Subject to The item you have submitted for review has been approved subject to the 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. 0 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 FD Job # 1 st 7nc| 3rri 021735 FDFile# Other Agency ID Requirements Category: Building Plan . Requirement: Pending 05.32 Additional Requirements or Comments Technical Report Reference room 138 as H-3 room. The plans does not show room 138. H-3 occupancy is not considered a control area. Please remove reference. Provide a comparism to CBC Tables 3-D and 3-E as well as appropriate tables in CFC Article 70 and 80 specifying storage amounts, use and dispensing amounts for control area one and H-3 occupancy. Specify areas of Class I, II and III-A liquid dispensing (by room numbers). Dispensing of these liquids requires general mechanical ventilation as per CBC 1202.2. (Includes waste storage room.) Provide calculations for minumum cfm for each Class I,II and III-A liquid proving that hoods will exhaust flammable liquids to betow 10% LEL. Otherwise, hoods must be in compliace with CMC Chapter 5 for product conveying hoods. H-3 occupancy - Dispensing of hazardous materials into vessels exceeding 1.1 gallon capacity or used in open systems exceeding 5.3 gallons capacity requires spill control. Dispensing or using hazardous materials in open use when the capacity of individual containers exceeds 1.1 gallons and multiple containers or vessels exceeds 5.3 gallons requires secondary containment. Hazardous waste storage room shows two 55 gallon drums. Inventory shows only 30 gallons waste flammable liquid. Explain type 5N automatic fire extinguishing system? Provide minimum fire protection requirements, specifically minimum fire sprinkler densities for all areas. Specify square footage of H-3 occupancy. Specify number and type of fire extinguishers. Exhuast hoods for the dispensing of corrosive liquids must comply with CMC Chapter 5 for product conveying systems. Specify requried electrical ratings for areas using flammable and combustible liquids. Provide an HMIS per Article 80 listing material by name, hazard class, CAS number, physical state and maximum quantity at any one time. Page 1 06/28/02 -3UG-19-2Q02 MON 09:21 AM HISAMITSU CALIFORNIA LAB FAX NO, 7604314679 P. 02 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE OWIY flPOATE SA/M APCO (28 Mailing Addreaa City SUM Plan file* Siu Address SC9U Plan PfietVPermit* PAflT I,. «1BP DCPAHTMBMT - HA7ABP01JS MATEP.1ALS MAMAfitilUENT DIVISION! fimJPANCY CLASSIflCATIQN Indicate by circling Thfl Item, whether your buelnaH win use, procaia, or nors any of the following hazardous mauHila. If any of tha reami ire circled, applicant muai contact the F)ra Protaetlen Agency with jurisdiction prior u plan »gbm)ual. j / " s ^'!?"' OR-]?-r|7 n^ZlR FffI 2^^v / x ----- -- - --n_ ty^jo rf?_t ^^i . Expioaiva or aiming Agents 4, Flemmabla Solid* */. Pyrophonoe 10. cryogenlca *&• J3. COYranv« r.? ... 2. Comprauio: Qasu y%. Orginte Peronldai ^. Unatable RcKtlwai^T 1. Highly Toxic or Toxic MewIiU M 4. Othar Hearth Hazard* "^^J< v9. Flammable or Combuitlble Uouidt*^, Oxtdi»eri *^. Waier Reecttvea ^1. fladloactives _ ^5 SAM CPUMTV DgPAftTMFMT OF gNWIONMENTAL MATERIALS DIVISION if the utiwtr ID any of th« quutiom !a yei, applicant muci concact ih« County of San Qieflo Hizirdout Manrialc Division, 1255 impfriil Av«nu«f 3rd Floor, Sin Diago, CA S2101. Ts'epfwnt (619) 338-2232 prior io tm luunc* of a building dapanmanr permit. FEES MAY BE R£OUIAU It your bitttniM litttoj on The revi/tt sida of ttiU form? Win your butinau dlipoat o' Hazardous Subtuneai ar Mwlieil Warn In Any amount? Will your bualnau afore or hflndla Hazirdouc Sutmincat in quinildei tquBl to or grtn*r than 9E 00 paunda, 200 cubic faec or e«rcinog*nf/raprodueilwa wxlna in any quantity? Will you/ builnaaa UM an exiating or tnna'l an underground aioraa* tank? tt vou» fauitrtMi aure or handtt Raiuliud Subiitnctft lCilARP)7 your builft.M uae or Imtall a Aa«ardoua WaaCa T»nk Syaiam (Title 22. Artlclt 10} CalARP Exampt Oau Initial* CalAflP Raquiwd Initial* Q CalAAP Complata I! iha anBwar to my of tha quaatlonc U yu, applicant muat contadi tha Air Pollution Control Otnrlci, 91SO Cheupaaka Driva, San 0>ago, CA 92123. Talaphona r (838) 6SO-4S5Q pngr to tha Itiuanca of a building dapinmeni parmit. Wil1 W« Iniwided occupant install or uia any of the equipment lljied on tha LJcting of Air Pollution Control Olairiot Permlr Caiaga/ias, on the «W«M «ld* of thl* form? U U (AN9WEfl ONt-Y IP QUESTION 1 IS YES.I Will the aubjact facfflty pi located within 1,000 tat o' the outer boundary of a school (K through 1 2) u jleiad in the current Directory of School and Coiimunity Collage Oiatrletc, pubtlihed by in* Sin Oiago County Office of Education and eurnnt Catlfe/nla Private ScKwl OVectary. eompitad in »eordince with provieioni of Education Code Section 33190? JUjidjfAg/_gtnjctuni fer which tMt permit la faountad contitfi any friable Briefly daaeribftuaineMUtivicy and propoaaa protect: TO OF Name of wnar or Authorized Agant Signitura qiOwnar or Auttorlnd Aoant Deu I daelara under panahy of perjury thai to the bett of my k,*o*i«dge and belief the reapenaea made horatn are true and correct FOR OFFICIAL USE gNlY: PlRE OBPARTMSNT OCCUPANCY BY: &4MPT OK NO HiKTHH MPOHMATWri IWOUIMBB COUMTY-HMMO APCO '|NM|T •"T NOT POH OCCUPANCY COUNTY-HMMO APCO ENCINA WASTEWATER AUTHORITY ENCINA WASTEWATER AUTHORITY A Public Agency July 30, 2002 6200 Avenida Encinas Carlsbad, CA 92009-1009 Telephone (760) 438-3941 FAX (760) 438-3861 (Plant) (760)431-7493 (Admin) EC: 02-0246 City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Attention: Mike Peterson SUBJECT: PLAN CHECK APPROVAL Ptans have been reviewed for the following facility: Hisamitsu California Laboratories 2732 Loker Avenue West Carlsbad, CA 92008 These plans, submitted by Martin McDonald of Weather Engineering (Phone #: (858) 541-1885): Are acceptable as submitted. X Are acceptable with the following modifications: 1) A one-gallon sample box must be installed which receives discharge from the Mixing/Milling area sink. 2) Dishwashers to be installed in the Analytical Laboratory should be plumbed to the Industrial Waste line. X This business has applied for an Industrial Waste Discharge Permit and should notify the Encina Wastewater Authority upon completion of construction. This business will not be required to obtain an Industrial Waste Discharge Permit. If you have any questions, please contact me at (760) 438-3941, ext. 3601. Sincerely, Debra L. Biggs Enforcement Compliance Officer DLB:dlb cc: Pepper Godfrey, CMWD Martin McDonald, Weather Engineering Jeff Silvers, Occupational Services Inc. SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, LEUCADIA COUNTY WATER DISTRICT AND CITY OF ENCINITAS Printed on Recycled Paper B8-19-B2 12:12 JKE DESIGNnuw ua-di wi uHLiruKNin UID ID=E19 295 1843 ITU, fOUHOJHQta PQ2/S2r. uc. SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE QFHW USI ONLY Ht. _ BFOATE APCO '(28 drcW. •ppnemt nun »n»et tf» Flra PraiMrion Agtney wuh mnidinian prior w ptui 'a.itibii Itlli B. OKJJUfl »AM ftlgfSQ COUhrTV MPA^TMg^fT DP eMWMMMCMT*L H>*LTM if rrii mtwM ia iny oTcho o>uortOfi» Is v*»< ••plkim mun contact iho Caunty of Sin Ofogo HKontoui Mmrlilt Mtnignntni DfvfMon. UBS Imporlil Awvww, 3rd Floor, C»n Owg«. CA 12101. TUtphOM {6181 S3I-2X32 prlot u ihi luuine* «f a buHding Dft/ltlQN tHMMDh FEES MAY K REQU1«SO U your burinoM Ktntf on *• nv«f»t «idi of *!» toml WIB your butlnati diipoM gf Hourriow SytatMcu or Mtdleal Wim in *nv •mount? Win your ouilritu Mora or hftndfe Hoiifdoui Subnancai In quimfdoi tquil to or groiw chin 81 g»tto«i, 00 pounds, tM cubic f«t or ewcinao*n«/rooro4unK<« twin* in tny mufliJivJ v\ffl yaw toMln«u UH in cKbtifiB or Inml w undorgraund nana* uakt your biMlnMi *tort or hftndb Hoguliuri Submncii ICtULftp) J win VBUI bmUijMB UM e> tnatiB o IJlMya^w wum T»nfc Syiwn iTitjo 12. AUJCK 1 0| ___ Cal* V EMtnpi J_ Otto Mtlilt CtfABP RioUrad Oou Q CiIAflf* Cofflptoi* Iniriilf il ihi irmMor to ony •* «n quirtoM te VM, ipfHiCMt mul nnuot thi Air PoWinloA Cdntrgl Obirtci, B1SO Chmpuk* Ortvo, SM Otago. CA «133. Tttapfwrit: (AM) 6504890 ftrfor to th« tatim* «' I tnUdlng dtpinmont Mm*. YH/NO '• 0 D Will *• innndid occupwt in»nl or UM Any o* th* •quiiRWii Rmd on tM LJirins of Air Foduden Gomnl Dwtriot Pnrnli CntgwlM, on th» riMno iM« of ttlt farm? 2. LJ [j (ANIWW ONLY I* QUESTION 1 IS YEB.1 WSfl rfw lUbjaet ficlHty P« loenM wlMn 1,000 (Mt «l «M aunr bwndtry •' I •cMal |K (hnufl> 12) u tend In iho urwn Olnctory or School and Gftttmimity Colltgi DlitrteTi, pufa^ohtd by *• Sin Oioge Caumv Offiu of Sdoeidw and ^/in* current C^H««n)t Privm SeKaol Ofr«eiory. eomftod Irt neqrdorw* with provirioni at Edueiilari Cod* Iteiwn *31 W? 3. PI IJT OMJ tfio buialiifl ar lErucWo tor which thtoaamiitto rottuoiiPd eomiinan >ri*faii Mbinof> Nwno or Ownr « Autftortiod A0int undt/ pafiihy of ponury that ta the bMt ol my bWi«M(0 «nd bo%r the rMpanut m§do hartln w« wn *nd eown »H OFFICIAL USe QMLY: FIRE DVARTMlNT OCCUPANCY 5^C»ntfo*Autho/lMdAnW DlU . 8 /Jfr ft' On MOMMMH MONMI COUNTY^MMO — STRUCTURAL CALCULATIONS for HISAMITSU TENANT IMPROVEMENTS Prepared for: JKE Design & Associates » v 2970 5th Ave Suite 340 Vj San Diego, CA 92103 Prepared by DEVINE ENGINEERING, INC. 12316 Oak Knoll Road, Suite C Poway, CA 92064 (858) 748-6168 June 5, 2002 Project #305.00 JOB.3 C5J DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO..OF. CALCULATED BY. CHECKED BY SCALE DATE. DATE. II, V\ r PflDDUCr 204-1 (Skgk SM« ZtB-t (MM) DEVINE ENGINEERING, INC 12316 Oak Knoll Rd. Suite C Poway, CA 92064 (858)748-6168 SHEETNO. "i- OF CALCULATED BY ftlL L DATE (>/U/JL CHECKED BY DATE SCALE /*/* ii v*\ f) \ ~\ " "NConcrete Beam Capacity (S 'frb VQ^CJ^ *€ir '** J Beam Span Trib. Width Dead Load Live Load Beam Depth Beam Width Bar Size (#) Bar Clear Dist Number of Bars Concrete f c w~ V«mr Amax= Mar1 Mmax= 110 ft 1 id : , ft 1%j&, psf 21&5 ;psf J?A' 40 h in 4iO in 5.0 - 6:75 in 10 4.0 ksi 0.06 1.94 kips 0.01 in L 23079.6 112.31 in-k 63.98 in-k Steel fy 60 ksi A*,* 0.31 in2 d 6.94 in p 0.37% Ptamp 0.32% Iconc 512.0 in4 Econc 3605.0 ksi w= AgXfy b xd x f c M«i= .9xwxbxd2xfcx(1-0.59xw) JOB. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. n FF ! \.M >/. -Ml. -7 PBOOUCT 2M-1 {»*l 3MB) 3B-I |FUM) JOB. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO.. CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. R«uot 1t 4 7 T.5. •.7 jc PRODUCT 104-1 (S*gH StMq 20S-1 (MM) JOB. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd.t Suite C Poway, CA 92064 (858) 748-6168 SHEET NO..OF. CALCULATED BY, CHECKED BY SCALE DATE. DATE. r) 1~r» -£< -7 3°\7. PflODUCT 2M-1 (Sfcgig Etati) 20S-1 (PWiM) JOB. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO.,c CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. w vil- (t <£- j-a- |L<U ; FrW;^*1'! lHJr1X" I : _rr /v v ..CCS.. :,¥ fWOUCT W1 (S^SMt)!OS-1 (MM) DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd. Suite C Poway.CA 92064 (858)748-6168 3 or. SHEET NO."7 OF CALCULATED BY_ CHECKED BY SCALE .DATE_ .DATE. Max Span in Simply Supported Wood Beam Allowable stress Design Member Type= (e) 4 x 16 (Span Shortened By New Column) Tributary Width - ijB * ft Dead Load, 11 ! psf Live Load 29 * psf Mai , 169.6 in-k El 2E+06 ksixin4 Deflection L/ 240" Length Required 13 ft w= 0.32 kff 2.08 kips Deflection Lmax= 22.6 ft Moment 18.8 ft 5wL4 384EI wL2 18.8 ft = 13.0 ft = 0.12 In JOB. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO..OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. Z.UU M7 y.ft/ rcn , n 0e* mODUCT 204-1 (StagkSkNti)2l)!-1 (RUM) DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd. Suite C Poway, CA 92064 (858)748-6168 JOB Hvi£N»trV*i SHEET NO. ^ CALCULATED BY W (• CHECKED BY SCALE OF DATE C /# DATE 2<?* .0* Al Max Span in Simply Supported Wood Beam Allowable Stress Design Member Type= (e) 4x16 (Span Shortened By New Column) Tributary Width 5^ $r ~r ft Dead Load 11 psf Live Load 22 , psf M* El Deflection U Length Required 20 ft w= 0.26 krf 2.64 kips in-k ksi x in4 Deflection Moment 24.1 ft 20.7 ft 5wL4 384EI wL2 = 20.7 ft = 20.0 ft = 0.57 in joe. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO.,/o OF. CALCULATED BY. CHECKED BY SCALE DATE. DATE. -'-x-?:-X .- A / / . xl - / fi i/ - ^'=1. r r ;?•> jk.fr 1 3 WOOUCT20M |S«(tlSM«)!OS-) (PMM) DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd. Suite C Poway, CA 92064 (858)748-6168 JOB . 0(j SHEET NO. CALCULATED BY_ CHECKED BY SCALE / /.OF .DATE. DATE £ /V/•! Max Span in Simply Supported Wood Beam Allowable stress Design Member Type= 4x8 Roof Opening Framing Member Tributary Width Dead Load Live Load M.! El Deflection U Length Required r,''f J ft ,11 , psf 20, psf 59.8 in-kF c shJ r * b* 240 ksixin ft w= 0.16 ktf nax" 0.70 kipS 14.5 ftDeflection Moment Lfnint= 16.0 ft (= 14.5 ft ,= 9.0 ft A^s 0.11 in Mmax= 384EI wL2 8 JOB. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 SHEET NO.. CALCULATED BY. CHECKED BY SCALE frU L OF DATE. DATE. *J H I- \ to PRODUCT 204-1 (Singh Sw») 205-1 (P»*W) eli SAN DIEGO AREA OFFICE 9825 CARROLL CENTER ROAD, SUITE 300 SANoloctro . tart inc Conformity Services FAX (858) 695-0861 City of Carlsbad January 31, 2003 Building Inspection Department 1635 Faraday Ave. Carlsbad, California 92008 Attention: Mr. Pat Kelly Subject: Equipment Labeling Evaluation Final Report of three, humidity chambers, three, fume hoods and an oven installed at Hisamitsu Pharmaceutical Co., Ltd. in Carlsbad, CA 92008. eti Reference No.: E001239 Dear Mr. Kelly: Enclosed please find a copy of the final report as prepared by Electro-Test, Inc. (ETI) Compliance Engineer, Mr. Don Weber. The equipment evaluated in this report has been inspected and tested for general compliance with applicable codes and standards with regard to general electrical safety. Details of this evaluation are provided in this report. Should this report be approved, please sign and date the report cover sheet in the space provided and return a signed copy in the enclosed envelope. If you have any questions, or if we can be of further service, please do not hesitate calling me at (619) 695-9551. Sincerely, ELECTRO-TEST, INC. Leif Hoegberg Area Manager Enclosure Independent Testing & Engineering Services for Electrical Power Systems SAN DIEGO AREA OFFICE 9825 CARROLL CENTER ROAD, SUITE 300 SAN DIEGO, CA 92126 (858) 695-9551 FAX (858) 695-0861 City of Carlsbad January 31, 2003 Building Inspection Department 1635 Faraday Ave. Carlsbad, California 92008 Attention: Mr. Pat Kelly Subject: Equipment Labeling Evaluation Final Report of manufacturing equipment installed at Hisamitsu Pharmaceutical Co., Ltd., 2732 West Loker Avenue, Carlsbad, CA 92008. eti Reference No.: 222-7060 Dear Mr. Kelly: Enclosed please find a copy of the final report as prepared by Electro-Test, Inc. (ETI) Compliance Engineer, Mr. Don Weber. The equipment evaluated in this report has been inspected and tested for general compliance with applicable codes and standards with regard to general electrical safety. Details of this evaluation are provided in this report. Should this report be approved, please sign and date the report cover sheet in the space provided and return a signed copy in the enclosed envelope. If you have any questions, or if we can be of further service, please do not hesitate calling me at (619) 695-9551. Sincerely, ELECTRO-TEST, INC. Leif Hoegberg Area Manager Enclosure Independent Testing & Engineering Services for Electrical Power Systems SAN DIEGO AREA OFFICE 9825 CARROLL CENTER ROAD, SUITE 300 SAN DIEGO, CA 92126 (858) 695-9551 FAX (858) 695-0861 October 22, 2002 City of Carlsbad Building Inspection Department 1635 Faraday Ave. Carlsbad, California 92008 Attention: Mr. Pat Kelly Subject: Equipment Labeling Evaluation Preliminary Report of manufacturing equipment presently located in Japan and to be installed at Hisamitsu Pharmaceutical Co., Ltd. in Carlsbad, CA 92008. eti Reference No.: 222-7060 Dear Mr. Kelly: This letter is to advise you that Electro-Test, Inc. (ETI) has been retained to perform an equipment labeling evaluation on the following equipment be installed at Hisamitsu Pharmaceutical Co., Ltd. in Carlsbad, CA 92008. 5.1 Type Cutting Machine Mfg. Akebono Machine Industries Co., Ltd. Model No. MP-350SR Serial No. 9020029 Rating 200 VAC, (91 amps), 31.5 kVA, 3 phase, 60 Hz. 5.2 Type Milling Machine Mfg. Nara Machinery Co., Ltd. Model No. M02035 Serial No. 1-2389 Rating 208 VAC, (38 amps), 14 kVA, 3 phase, 60 Hz. 5 5.3 Type Mixing Machine Mfg. Tokuyshu Kika Kogyo Co., Ltd. * Type. f.2/5 Serial No. 021018 Rating 208 VAC, unknown full load current, 3 phase, 60 Hz. 5.4 Type Coating Machine Mfg. Inoue Kinzoku Kogyo Co., Ltd. Type. PCMC 360 Serial No. 02-0012 Rating 460 VAC, 175 amps, 35 kW, 3 phase, 60 Hz. We visited the four manufacturing locations in Japan between October 14th and 19th, 2002, to visually examine the equipment and found it to be generally in conformance with applicable electrical standards with the following exceptions: • Some nameplate information is incomplete. • Some of the drawings do not match the installed equipment components. • Some control transformer protection is missing or too large. • Some control enclosure doors are not bonded to the equipment ground. • Some of the equipment has too many ground terminations on one terminal. • Some equipment EMO buttons require yellow backgrounds. • Branch circuit protection for 3 motors in the Coating Machine are too large. When the above discrepancies have been corrected, we will submit a final report for your review and approval. ETI requires power to the equipment when it has been installed at Hisamitsu in Carlsbad so that we may complete our testing with the equipment under normal, full load operating conditions. If you have any questions, or if we can be of further service, please give either Leif Hoegberg or myself a call at (858) 695-9551. Best regards, ELECTRO-TEST, INC. Don Weber Senior Compliance Engineer Copy: Mr. Dange Veerapaneni Hisamitsu Pharmaceutical Co., Ltd. AUG-16-2002 11:36 P. 02 OCCUPATIONAL SERVICES, INC. Anne Bland - August 16,2002 Deputy Fire Marshal City of Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, CA 92008 RE: Hisamitsu California Laboratories, Plan File Number CB012735 2732 Loker Ave. West Carlsbad, CA 92008 Dear Ms. Bland; Executive Summary HISAMITSU CALIFORNIA LABORATORIES is changing the occupancy classification for Room 504 at 2732 Loker Avenue from an H-3 occupancy shown in our architectural drawings and Technical Report to a B occupancy. The reason for the change is, upon closer examination, the exempt amounts of Class I-B flammable liquids in storage and in use in Room 504 do not exceed exempt amounts. The exempt amounts are 240 gallons in storage in a sprinklered building using flammable liquid cabinets and 30 gallons in use open in a sprinklered building using flammable liquid cabinets. Therefore an H-3 occupancy is not required by the UFC or UBC. We will consequently lower the sprinkler density to 0.33/3000 square feet in Room 504 which exceeds the density requirements for Ordinary Hazard Group 2. Will not be building secondary containment to capture 20 minutes of fire sprinkler flow and we will not be installing spill control since is not required by code in a B occupancy. All other design criterion will rema/d the same in Room 504. H, CIH, CSPlvers, Vice President Occupational Services, Inc. 6397 Nancy Ridge Drive San Diego, CA 92121 (619)708-8130 cc: Mr. Glen Adamek (EsGil Corporation) Mr. Mike Peterson (City of Carlsbad, Senior Building Inspector) 6397 Nancy Ridge Drive . State B • Sati Diego, California . 92121 (858) 5584736 • FAX (858) 558-6756 • www.DCCwrv.com TOTftL P.02 09-11-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02235 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2732 LOKER AV WEST CBAD PCR Lot#: $0.00 Construction Type: HITSAMITSU/OCCUP.CHANGE.DELETE CONTAINMENT PIT & DOOR 501 0 NEW Status: ISSUED Applied: 08/23/2002 Entered By: CB Plan Approved: 09/11/2002 Issued: 09/11/2002 Inspect Area: Applicant: RANDY BIEGENZAHN STE 340 2970 FIFTH AVE SD92103 619-220-6900x104 Owner:6068 09/11/02 0002 01 02 CGP 240-00 Total Fees:$240.00 Total Payments To Date:$0.00 Balance Due:$240.00 Plan Check Revision Fee Additional Fees $240.00 $0.00 Inspector: FINAL APPROVAL 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 lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020{a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK N-^ EST. VAL. Plan Ck. Deposit Validated By Date Business Name (at this address)Address (include Blag/Suite #) {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 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 applicanttp a civil penalty of not more than five hundred dollars [$500]). s^a Address' License Class City' StateVZip Citv Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: n I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: . i Insurance Company"fiX-fil, fcffL/ *• Cy^jFfr ^E*1 Policy No.'ffif^" 4^3? - QD Expiration Date ^l/t 7l55> (THIS SECTION NEEDING? BE COftlipLE-TED IF THE PERMJT 1$ FOR ONE HUNDRED DOLLARS* [$10oJ OR LESS) Q 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 secur* worker*' compensation coverage Is unlawful, and anal subject an employer to criminal penalties and civil final up to one hundred thousand dollar* 1*100.000), In •ddjtionjg.th* coijof compensation, damage* as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ^•1P» l ' ^ |^^-"^~-^§j-—M ^^ DATE T^H'^ffJ I hereby affirm that I am exempt from the CoTrtnwtau License Law for the following reason: Q 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 offiroving that he did not build or improve for the purpose of sale). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contraqtor(s) licensed pursuant to the Contractor's License Law). O I 8m exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work [include name / address / phone number / 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 number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 26505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? >B£vVES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? "/ST YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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 iTIOIfi 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every 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 of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for^periuiJ uf-HKldays (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE "^^TS^' \ DATE f^t YELLOW: Applicant PINK: Finance EsGil Corporation In Partncrsfiip witfi government for Quitting Safety DATE: 9/3/02 P-APPUCANTa JURISDICTION: Carlsbad ^TTPCAN REVIEWER Q FILE PLAN CHECK NO.: 02-1735 rev(PCR02235) SET: I PROJECT ADDRESS: 2732 Loker Ave. West» PROJECT NAME: Hisamitsu Pharmaceutical Company Revision 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: Door 402C shall be 1 hr not 20 minutes. Please revise the door schedule. By: David Yao Enclosures: original approved plan Esgil Corporation D GA n MB D EJ D PC 8/23 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS 7. RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENCINEEIT / DATE DATE Docs/MlsformffPianning Engineering Approvals Carlsbad Fire Department 02235 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 08/29/2002 Building Plan Reviews Fire Prevention (760) 602-4660 Name: Address: City, State: JKE Design 2970 5th Ave.Suite 340 San Diego CA 92103 Plan Checker: Job Name: Job Address: job #: 02235 Hisamltsu 2732 Loker Avenue West Bldg #: PCR02235 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. 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 FDJob# 1st 2nd 3rd 02235 FD File # Other Agency ID =rJisamitsu Hisamitsu CA Laboratories Revision: 3 TECHNICAL REPORT HAZARDOUS MATERIALS SUMMARY plan check number is CB021735 For 2732 LOKER AVE. WEST Carlsbad, CA 92009 August 21, 2002 OCCUPATIONAONAL ,!NC, \ Tie. Hisamtfsu California Laboratories August 21, 2002 Revision: 3. Technical Report / Hazardous Materials Summary Page 1 Enclosed is Revision 3 of the Technical Report which includes responses to Plan Check comments from Ms. Anne Bland Carlsbad Fire Department and Mr. Glen Adamek of EsGil Corporation. Executive Summary Hisamitsu California Laboratories is submitting Revision 3 of the Technical Report to the City of Carlsbad Fire Department. The report is submitted as part of a tenant improvement to remodel 4,850 square feet of our existing building. This report was prepared by Brad Stanard (Curriculum Vitae attached) and approved by Jeffrey Silvers, MPH, CIH, CSP (Curriculum Vitae attached), both of Occupational Services, Inc., 6397 Nancy Ridge Drive Suite B, San Diego CA 92121, (858) 558-6736. This report includes: Building/facility information, Operational information and Hazardous Materials information. Hisamitsu California Laboratories is a research and development pharmaceutical facility performing bench scale science using typical laboratory quantities of hazardous materials. Based upon the proposed volume and usage of hazardous materials, the proper occupancy classification 2732 Loker Ave. West is "B", There will be two control areas. The entire building is one control area (Control Area 1) and the Mixing Room, Room #504 is being built as Control Area 2. There will be dispensing and use of toluene (Class I-B flammable liquid) in Room #504. As an additional precaution, there will also be a one-hour rated wall surrounding the closet in Room 402. The closet built within Room #402 will be used for hydrogen storage (200-400 cubic feet) and this closet will not be occupied. None of the hazardous materials stored or used within the building exceed the quantities listed in 1997 Uniform Building Code, Tables 3D and 3E. Attached are the Physical and Health Hazard Summaries for the three locations: 1. Control Area 1, 2. Control Area 2 (Room 504, Mixing Room), and 3. Hydrogen Closet (within room 402.) Based on the volume of hazardous materials on site, the design and operation of the new building will be in compliance with the 1998 California Fire Code, in particular Article 80. Occupational Services, Inc. has an existing service agreement (initiated in July 1997) to maintain the safety program of Hisamitsu, which includes inspecting the site for compliance to hazardous materials rules and regulations including the Uniform Fire Code. Building/Facility Information The building located at 2732 Loker Ave. West, Carlsbad, CA 92009 is a Type V-N sprinklered building. The building is one story with a gross floor area of 8430 ft2 / floor. The Mixing Room 504 (Control Area 2) is surrounded by one-hour fire rated walls and has a gross floor area of 133 ft2 and the closet in Room 204 is surrounded by one-hour rated walls. The locations of the Control Area 1, Control Area 2 (Mixing Room 504)), and the Hydrogen closet are identified on Attachment 2. The North side of the building is 50' 10" from the property, East side is 39' 10", and the West side is 296' 2" from the property line. There are several other buildings located within close proximity of Hisamitsu. Attachment 1 is a site plan which shows the locations of all the buildings on site, with respect to the location occupied by Hisamitsu. The surrounding buildings are of Type V-N construction (sprinklered). All the buildings are either "B"or"S" occupancy. Hisamitsu California Laboratories August 21, 2002 Revision: 3. Technical Report / Hazardous Materials Summary Page 2 The facility located at 2732 Loker Ave. West, Carlsbad, CA 92009 is within PM-Planned Industrial zoning restrictions. Operational Information The building located at 2732 Loker Ave. West consists of one occupancy classifications. The whole building is "B" occupancy, with two Control Areas. The building consists of approximately 70% laboratory function/support and 30% administration/support. Hisamitsu California Laboratories is a Pharmaceutical research and development using laboratory scale quantities of hazardous materials. Hazardous materials will be restricted to the laboratory areas. For detailed information concerning both the physical and health hazards at 2732 Loker Ave. West, please refer to the enclosed three chemical classification reports based on 1997 UBC Tables 3D and 3E. None of the hazardous materials exceed the exempt amounts for physical or health hazards for storage or use. The following controls will be installed at 2732 Loker Ave. West, Carlsbad, CA. 1. Automatic Fire Extinguishing Systems [1997 UFC 1003.2.2] The building is equipped with an existing, approved, Type V-N automatic fire extinguishing system. The existing shell building sprinklers were designed with a density of 0.33 gpm/ft2 in the most remote 3,000 ft2 of the "B" occupancy portion of the building. Control Area 2 (Mixing and Milling Room 504) contains two sprinkler heads with a total density of 0.40 gpm/ft2. Any modifications will be in accordance with NFPA 13,1998 California Fire Code Section 1003, and 1997 Uniform Building Code Section 904, plans will be submitted in approximately 2 months. 2. Shelving and Lips/Guards [1997 UBC 307.1.3 (3) and 1997 UFC 8001.11.9] The laboratories will be equipped with adequately braced and anchored shelving of substantial noncombustible construction with a chemical resistant coating. Shelves will be provided with a lip or guards. Shelf storage of hazardous materials will be maintained in an orderly manner and in compliance with the Code. 3. Seismic Bracing Shelves greater than six feet high will be braced. 4. Separation of Incompatible Materials [1997 UFC 8001.11.8] Incompatible materials will be separated from each other in storage in approved storage cabinets, and in separate UL listed or DOT approved waste collection containers. To ensure compliance, one or more of the following methods will separate incompatible materials: * Storage in separate approved storage cabinets as follows: • Flammable liquids (Class I-A, I-B, and I-C, will be stored in approved flammable liquids cabinets, • Acids will be stored in acid cabinets, • Bases will be stored in base cabinets. • Laboratory reagents (solids will be stored in chemical storage cabinets) • Trained laboratory personnel will further distinguish between incompatible materials (i.e. acids and bases; oxidizers and flammables; acids and flammables) and store them in an appropriate manner with adequate distance to avoid incompatible reactions. Hisamitsu California Laboratories Revision: 3. Technical Report / Hazardous Materials Summary August 21,2002 Page 3 • Incompatible gases will be separated by a distance of more than twenty feet • Incompatibles will be separated using noncombustibie partitions/barrier greater than 18" high Chemists and biologists will receive chemical safety instruction on the separation of incompatible materials. Furthermore, scientists will be trained not to exhaust incompatibles into the ventilation systems. Empty Containers [1997 UFC 7902.5.3] The storage of empty containers and containers previously used for the storage of flammable or combustible liquids, unless free from explosive vapors, will be stored as required for filled containers and tanks. Tank and containers, when emptied will have the covers or plugs immediately replaced in openings. Security [1997 UFC 8001.11.2] The suite will be equipped with lock(s) to prevent unauthorized entry, security cameras and motion detectors. In addition, there will be concrete vaults built to secure DEA controlled substances. The security measures in place at 2732 Loker Ave are within compliance of the Code. Fire Extinguishers [1997 UFC 7902.5.1.2.1] The facility will be equipped with portable dry chemical fire extinguishers. The extinguishers will be minimum 2-A: 10 B: C and will be located within 75 ft (or 1 per 3000 ft2). In areas in which flammable liquids are stored/used, extinguishers will be within 50 ft. There will be 5 fire extinguishers mounted at 2732 Loker Ave, which is 8,430 ft3. Flammable Liquid and Hazardous Materials Storage Cabinets [1997 UFC 7901.4.2.1 & [1997 UFC 8001.10.6] Flammable and combustible liquids will be stored in approved flammable liquid storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. The flammable liquid cabinets will meet the construction standards in 1997 UFC 7901.4.2.1. Dispensing of Class I, II, and IIIA Flammable Liquid will occur in the following Labs: ROOM NUMBER 209 400 502 504 ROOM NAME HAZARDOUS STORAGE ANALYSIS LAB WEIGHING ROOM 2 MIXING AND MILLING ROOM Hazardous materials including, Oxidizing, Reactive, Water Reactive, Highly Toxic, Corrosive, Caustic, and Pyrophoric materials will be stored in hazardous materials storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. The hazardous materials storage cabinets will meet the construction standards in 1997 UFC 8001.10.6. Hisamitsu California Laboratories August 21, 2002 Revision: 3. Technical Report / Hazardous Materials Summary Page 4 9. Laboratory Fume Hoods and Building Ventilation and Exhaust Systems and Types of Material Exhausted Mechanical exhaust will be provided in the following rooms: ROOM NUMBER 209 400 502 504 ROOM NAME HAZARDOUS STORAGE ANALYSIS LAB WEIGHING ROOM 2 MIXING AND MILLING ROOM Rooms 209,400 and 502 will be diluted through twelve (12) air changes per hour which exceeds the minimum of 1 cubic foot per minute per square foot required under section 7903.2.3.4.2 of the Uniform Fire Code. a. Flammable Gases and Vapors in the Exhaust Systems. The ventilation system at Hisamitsu will consist of galvanized duct in varying size from 10" round duct to 24" x 24" rectangular duct, which is exhausted to a utility fan located on the roof. Scientists will be trained not to exhaust incompatibles into the ventilation systems. This galvanized duct is suitable for the bench scale laboratory reactions performed in the fume hoods at Hisamitsu and is in compliance with the 1997 UFC 8003.1.4.2. The storage and use of flammable and combustible liquids and gases in hoods and exhaust ducts will be limited to the smallest amounts needed each day. Concentrations of gases and vapors will be diluted to less than 10% of the lower explosive limit (L.E.L.) for each compound. Therefore, no automatic fire protection systems will be required in the fume hoods or exhaust ducts. b. Corrosive and Oxidizing Materials Corrosive and oxidizers will be used in the chemical fume hoods. Corrosives will be neutralized in the chemical experiments and the corrosives will not be exhausted untreated directly into the fume hoods at concentrations that could attack the ducting or accumulate and drip. The corrosives are used in milliliters quantities for pH adjustment and not at original strength nor heated and exhausted untreated where they could attack the ducting. Therefore no special ducting or treatment is needed. Oxidizers will be used in the fume hoods and consumed or decomposed in the chemical reactions and not be available to release oxygen or react with organics in the exhaust system. c. Heating The materials being exhausted will not be heated above standard room temperature. Mechanical exhaust will be provided where Class I, II, or lll-A liquids are used (in any amount) in Group B occupancies, or portions thereof. The rate of exchange will be equivalent to a minimum of twelve (12) air changes per hour. Under normal operating conditions explosive vapor-air mixtures will not develop in the exhaust system at Hisamitsu. The majority of the work involving Class I, II, or lll-A liquids will be performed in chemical fume hoods, not in the open laboratories. The exhaust ventilation will be sufficient to maintain nonflammable and nonexplosive vapor concentrations throughout the Hisamitsu California Laboratories Revision: 3. Technical Report / Hazardous Materials Summary August 21,2002 Pages entire exhaust duct system. Hisamitsu's activities will not require elevated temperatures. Therefore, separate and distinct exhaust systems are not required. d. General Lab Calculations to determine necessary CFM required to maintain levels <10% LEL for Class I, II, lll-A Flammable liquids Table 1: Class I, II, and lll-A Flammable liquids that are used, stored or handled at Hisamitsu Flammable Liquid 1 ,4-Dioxane 2-Propanol Acetonitrile Ethyl Acetate Ethyl Alcohol Methyl alcohol Pyridine TEMED Tetrahydrofuran Toluene Molecular Weight 88 60 41 88 46 32 79 116 72 92 Specific Gravity 1 0.8 0.8 0.9 0.8 0.8 1 0.8 0.9 0.9 Vapor Volume 50.5 59.2 63.5 45.4 59.2 80.8 41.1 30.6 41.7 32.2 Vapor Density 2.2 2 1 2.2 2 1 3 2.9 2 3.1 LEL (in air) 2.0 2.2 4.4 3.3 6.0 1.8 0.98 1.8 1.0 1.1 %LEL 10 10 10 10 10 10 10 10 10 10 The following calculations were made to determine the minimum ventilation required to assure that the aforementioned flammable liquids are maintained below 10% of the Lower Explosion Limit. CFM requirements were determined based on the cubic feet of air required per pint of evaporation. The calculation used was taken from NFPA 86 "Standards for Ovens and Furnaces", section 7-5.2 Method for Determining Solvent Safety Ventilation Rates. CFM to maintain <10% LEL = Where: 10 = Safety Factor to Account for 10% LEL 8.33= Weight of 1 gallon of water 0.075= Weight of dry air in 29.9 in. Hg SpGr: Specific gravity VD= Vapor Density LEL= Lower Explosion Limit .075A VD )( LEL J/60min Hisamitsu California Laboratories Revision: 3. Technical Report / Hazardous Materials Summary August 21,2002 Page 6 Table 2: Minimum Required Ventilation in CFM to maintain concentrations of Flammable Liquids below of 10% Lower Explosion Limit (LEL) Flammable Liquid 1 ,4-Dioxane 2-Propanol Acetonitrile Ethyl Acetate Ethyl Alcohol Methyl alcohol Pyridine TEMED Toluene Tetrahydrofuran Ft3 of Solvent/ pint @ LEL 6248 7330 7854 5623 7330 9996 5091 3792 5154 3990 Required CFM to Maintain below 10% LEL 104 122 131 94 122 167 85 63 86 67 e. Mixing Room Calculations to determine necessary CFM required to maintain levels <10% LEL for Toluene to be used in Mixing Vessels Table 3: Open Vessels of Toluene Used during the Mixing and Formulation Procedures in the Room 504 Flammable Liquid Toluene Molecular Weight 92 Specific Gravity 0.9 Vapor Volume 32.2 Vapor Density 3.1 LEL (in air) 1.1 %LEL 10 CFM to maintain <10% LEL =0.075 A KD A LEL J/60min CFM to maintain <10% LEL =8.33 Y0.9YlOO-l. 0.075 A 3.1 A 1.1 « o, „60minx 1'33 9allons Table 4: Minimum Required Ventilation in CFM to maintain concentrations of Toluene below 10% Lower Explosion Limit (LEL) Flammable Liquid Toluene Required CFM to Maintain below 10% LEL 643 * The mixing and Milling process at Hisamitsu requires a 5-liter (1.33 gallon) vessel of Toluene. Hisamitsu California Laboratories August 21, 2002 Revision: 3. Technical Report/ Hazardous Materials Summary Page 7 f. Required Air Exchanges per Hour to Ensure 643 CFM is maintained in the Mixing and Milling Room Room 504 is 133 ft2 x 9' high ceiling = 1197 ft3 643 CFM x 60 minutes = 38580 ft3/hour 38580 If/hour /1197 ft3 = 32 Air Changes per Hour needed to maintain 643 CFM. The Mixing and Milling Room will be designed to maintain a minimum of 32 air changes per hour, therefore no explosion control is being provided. g. Face Velocities Face velocities for laboratory fume hoods will not be less than the following Type General Use Use with Carcinogens Average Face Velocity lOOIfpm 150lfpm Minimum Face Velocity 70 Ifpm 125lfpm 10. Sources of Ignition [1997 UFC 7901.10] In locations where flammable vapors could be present, precautions will be taken to prevent ignition by eliminating or controlling sources of ignition. Adequate grounding and bonding will be provided to prevent the accumulation of static electricity wherever Class I or II liquids are transferred or dispensed. The controls used to eliminate sources of ignition will comply with 1997 UFC 7901.10. 11. Compressed Gases [1997 UFC 4904.2] Compressed gases in service and in storage will be adequately secured to prevent falling or being knocked over. Cylinders, including empty ones, will have their caps in place and valves tightly closed. Compressed gas use will comply with 1997 UFC 4904.2. 12. Spill Control, Drainage, Secondary Containment [1997 UFC 8001.12,3.5, 8003.1.3.2 & 8003.1.3.3] Carts and trucks transporting liquids shall be capable of containing a spill from the largest single container transported. Hisamitsu will never store vessels containing hazardous materials greater than 55 gallons or exceed a total of 1000 gallons. 13. Explosion Control [1997 UFC 8003.1.7] Oxidizers, unstable reactive compounds, and water-reactive compounds will be stored in approved explosion proof or flammable liquid cabinets. No explosion controls will be required. 14. Limit Controls [1997 UFC 8003.1.9.2 & 8003.1.9.3] Temperature Controls will be maintained in the event of a power failure. Temperature controls Hisamitsu California Laboratories August 21, 2002 Revision: 3. Technical Report / Hazardous Materials Summary Page 8 will be in compliance with the Code. Pressure controls are not applicable. Hisamitsu does will not store stationary tanks onsite. 15. Treatment Systems Hisamitsu will not store any hazardous materials greater then exempt amounts. 16. Protection From Vehicles [1997 UFC 8001.11.3] Currently Hisamitsu stores all Hazardous Materials inside the building. 17. Personnel Training and Written Procedures [1997 UFC 8001,11.1.1] Persons responsible for the operational of areas in which hazardous materials are stored, dispensed, handled, or used shall be trained on the chemical nature of the materials and the appropriate spill mitigation. The supplied training will be in compliance with UFC 8001.11.1.1, 18. Storage of Hazardous Materials No Hazardous materials are stored in quantities greater than the exempt amount for a "B" occupancy. 19. Pyrophoric Materials Laboratory quantities of pyrophoric materials (in milligram to gram quantities) will be used infrequently for small-scale chemical experiments. These reagents will be stored and used under a nitrogen blanket. These materials are air reactive and will be stored in a cool dry place or refrigerated in explosion proof refrigerators. The containers will be kept tightly closed. Once the material has been opened, storage of pyrophorics will be under argon, nitrogen, or oxygen free solvents (kerosene or toluene) to avoid contact with oxygen or air. Pyrophorics will be kept away from combustible materials, heat, sparks, and open flame. Pyrophorics also react violently with water. Containers will only be opened only by a technically qualified and trained chemist. Containers will be kept in a well-ventilated place and away from sources of ignition. No smoking is allowed in the building. 20. Electrical Ratings for Areas Using Flammable and Combustible Liquids [1996 National Electrical Code Articles 500-501-4] The Mixing and Milling Room 504, located at 2732 Loker Ave. West, Carlsbad, CA 92009 will have a Class I, Division 2 electrical equipment installed. 21. Flammable Solids No flammable solids will be onsite. There will be rags soaked with toluene and other flammable liquids. This waste will be stored in metal drums which will be kept in a flammable liquids cabinet located in Hazardous Waste Storage Room 209. The drums will be disposed of by a licensed hazardous waste hauler. 22. Chemical Waste System Hisamitsu California Laboratories Revision: 3. Technical Report / Hazardous Materials Summary August 21, 2002 Page 9 Hazardous material will be collected and shipped offsite. A sewer permit has been sent to the Encina Wastewater Authority and an approval was received July 30, 2002. A chemical waste system will not be required. Hazardous Materials Information The attached chemical classification report is based on 1997 UBC Tables 3D and 3E. None of the hazardous materials exceed the exempt amounts for physical or health hazards for storage or use. The report identifies hazardous materials by chemical name. All classifications were based on hazard categories delineated in UBC Tables Nos. 9-A and 9-B, and as defined in UFC Article 9 and UFC Section 80.102. Aggregate quantities of each hazardous material and each hazard category have been specified. Materials have been identified as: in use, open system use, closed system use. Hazardous materials have further been segregated by control area. I certify that all information contained herein, including the attachments, is true and correct. I have authority to act on behalf of and bind Hisamitsu California Laboratories relative to matters involved in this Technical Report. Approved: PH, CIH, CSPJeffrey Vice Pfesi 6397 Nancy Ridge Drive San Diego, CA 92121 Tel: 858-558-6736 Fax: 858-558-6756 $ UJ ! ^^ I f * £ * EXPIRES / /i \ *\^ 12-31-2004 / - Hisamitsu California Laboratories Revision: 3. Technical Report / Hazardous Materials Summary August 21,2002 Page 10 Attachment 1 Site Plan For Hisamitsu California Laboratories Located at 2732 Loker Ave West, Carlsbad, CA 92009 Hisamitsu California Laboratories• Revision 3. Technical Report / Hazardous Materials Summary August 21,2002 Page 11 Attachment 2 Floor Plan for Hisamitsu Located At 2732 Loker Ave. West, Carlsbad, CA 92009 Showing Locations Where Hazardous Materials are Stored. Control AreaiZ u Mixing Room : 504 Note: The building has two control areas. The rooms identified will contain hazardous materials, Class I, II, and lll-A Flammable liquids in particular. The Mixing Room 504 is Control Area 2, and the balance of the building is Control Area 1. One-hour rated walls surround the closet in Room 402. The closet will be used for hydrogen storage and not for occupancy. Hisamitsu California Laboratories August 21 „ 2002 Revision 3. Technical Report / Hazardous Materials Summary ^ Page 12 Attachment 3 Curriculum Vitae for Brad Stanard EDUCATION Masters of Science, Industrial Toxicology, Graduate School of Public Health, San Diego State University, Anticipated completion Spring 2004. Bachelor of Science, Environmental Health, Option: Industrial Hygiene, Illinois State University Bloomington, IL, 2000. ADDITIONAL TRAINING OSHA 40-Hr HAZWOPPER Training 1998. PROFESSIONAL HISTORY Occupational Services, Inc. (March 2000 to Present) Mr. Stanard in an industrial hygienist III with Occupational Services, Inc. (OSI) in San Diego, CA. Mr. Stanard provides industrial hygiene, radiation safety, biological safety and chemical safety services to clients in California. He has served as a contract Health & Safety officer for seven pharmaceutical research firms in Southern California coordinating their safety programs. Lastly, Mr. Stanard acts as Permitting and Chemical Inventory Specialist at OSI. Mr. Stanard, at OSI, has taught numerous safety training courses on the subjects of Radiation Safety, Biological Safety and Bloodborne Pathogens, Hazard Communication, Chemical Hygiene, Respiratory Protection for nuclear and nonnuclear applications, and general safety subjects such as company specific Injury and Illness Prevention Programs. He has investigated workplace injuries and illnesses, maintained OSHA injury and illness records, performed facility wide environmental and safety audits, and performed workplace ergonomic evaluations. Mr. Stanard has written for a great many clients site specific written safety programs like Respiratory Protection, Confined Space Entry, Hazard Communication, Fire Prevention Plans, Hearing Conservation, Lockout/Tagout, Prevention of Workplace Violence, Medical Surveillance, etcetera. Mr. Stanard has industrial hygiene experience in ventilation measurements, noise surveys, ergonomic evaluations, and air sampling for various solvents, acids, metals, and dusts. He is also experienced in sampling and analyzing radionuclides and establishing radiation use areas. Mr. Stanard has extensive experience in coordinating activities involved in site relocations including hazardous materials moves, facility design considerations pertaining to health and safety, permitting of new sites, and closing out existing permits at old sites. Mr. Stanard has extensive environmental management experience in preparing Hazardous Materials Business Plans, Industrial Discharge applications, ATF Tax Free Alcohol Permits, Controlled Substance Permits, radioactive materials licenses and license amendments, and City of San Diego, and Carlsbad Fire Department Chemical Classification Reports. He has vast knowledge of the hazardous materials information included in the Uniform Building Code and Uniform Fire Code and the applicable regulations for the previously mentioned permits. Mr. Stanard has completed numerous permits for biotechnology companies all over Southern California. Mr. Stanard acts as liaison with all the various inspecting agencies including the San Diego Fire Department, County of San Diego Hazardous Materials Division, Sewer District, State Of California Radiological Health Branch, and Calif. Department of Justice and the U.S. Drug Enforcement Agency. Mr. Stanard has comprehensive experience in environmental management of hazardous waste, infectious waste, medical solid waste, and radioactive solid/liquid waste. Mr. Stanard has responded to and mitigated many chemical, hazardous waste, infectious waste, and radioactive spills/releases. Hisamitsu California Laboratories August 21, 2002 Revision 3. Technical Report / Hazardous Materials Summary Page 13 Caterpillar. Inc. (December 1999-April 2000) Mr. Stanard was an industrial hygienist intern in the Environmental Health & Safety Division of Caterpillar, Inc., in Pontiac, IL. His responsibilities included industrial hygiene surveys for irritant mist for a 1,000- employee facility. Performed noise surveys and implemented a hearing conservation program. General Electric. Inc. (January 1998-September 1999) Mr. Stanard was an industrial hygienist intern for General Electric. His main duties included Hazard Communication enforcement and Community-Right-To-Know Standard. Performed several machine guarding assessments and Job Safety Analysis for various jobs performed throughout the facility. PROFESSIONAL AFFILIATIONS: Mr. Stanard is Student Member of the National section of the American Industrial Hygiene Association. Hisamitsu California Laboratories August 21, 2002 Revision 3. Technical Report / Hazardous Materials Summary Page 14 Attachment 4 Curriculum Vitae for Jeffrey Silvers, MPH, CIH, CSP EDUCATION Masters of Public Health, Industrial Toxicology, Graduate School of Public Health, San Diego State University, 1992. Bachelor of Science, Health Sciences, Option: Industrial Hygiene, California State University Northridge, 1986. CERTIFICATES AND REGISTRATIONS Certified Industrial Hygienist, American Board of Industrial Hygiene, Certificate No. 5833. Certified Safety Professional in Comprehensive Practice, Board of Certified Safety Professionals, Certificate No. 13326. ADDITIONAL TRAINING ASTM Technical and Professional Training on the Environmental Site Assessments, April 2002. OSHA 40-Hr HAZWOPER Training 1991 and current with 8-Hour Refresher Training. Factory Trained at Labconco to Test, Repair, and Certify Biological Safety Cabinets, 1997. PROFESSIONAL HISTORY Occupational Services, Inc. (1994 to Present) Mr. Silvers is Vice President and Director of Occupational Services, Inc. (OSI) in San Diego, CA. Mr. Silvers manages a staff of sixteen environmental engineers, industrial hygienists and health physicists who provide environmental compliance, industrial hygiene, spill clean-up, radiation safety, biological safety and chemical safety services to clients in California. The services provided by OSI include environmental permitting, environmental site assessments, property transaction screens, indoor air quality, industrial hygiene sampling for organics, metals, dusts, asbestos, radioisotopes, and biological contaminants, radioactive materials licensing, sealed source leak tests, and radiation detection instrument calibrations. Mr. Silvers has extensive environmental management experience in performing environmental site assessments and environmental compliance audits. He has managed client's hazardous, radioactive, and biohazardous waste, prepared hundreds of hazardous materials business plans, industrial discharge permit applications, and chemical classification reports to building, fire, and planning departments. Mr. Silvers has been the point of contact during regulatory inspections conducted by the U.S. Environmental Protection Agency, Cal/OSHA, State of California Department of Health Services, and multiple county and municipal health departments and fire departments. He has decontaminated radioactive contaminated sites in Level C respiratory protection including hospital, laboratories, crematoriums, and outdoor environments. Mr. Silvers has presented hundreds of training courses on the subjects of 8-Hour HAZWOPER refresher, radiation safety, biological safety and bloodborne pathogens, hazard communication, confined space entry, chemical hygiene, respiratory protection, laser safety, safe operation of forklifts, and general safety subjects such as company specific injury and Illness Prevention Programs. He has investigated workplace injuries and illnesses such as amputations and fatalities, maintained OSHA injury and illness records, performed construction safety oversight, performed facility wide environmental and safety audits, and performed workplace ergonomic evaluations. Mr. Silvers has written a great many clients site-specific written safety programs like Respiratory Protection, Confined Space Entry, Hazard Communication, Fire Prevention Plans, Hearing Conservation, Lockout/Tagout, Prevention of Workplace Violence, and Medical Surveillance. Mr. Silvers, as the Alternate Radiation Safety Officer on OSI's State of California radioactive materials license performs hundreds of instrument calibrations each year, samples and analyzes unknown radionuclides and completes sealed source leak testing. For OSI's clients, Mr. Silvers presents radiation safety training courses, completes radiation contamination surveys and closeout surveys as requested. Hisamjtsu California Laboratories August 21, 2002 Revision 3. Technical Report / Hazardous Materials Summary Page 15 Science Applications International Corporation (1991-1994) Mr. Silvers was a manager with the corporate Environmental Compliance & Health and Safety department at Science Applications International Corporation (SAIC) at the San Diego corporate headquarters. Mr. Silvers was the radiation safety officer (RSO) for SAlC's Broadscope Type B license. His corporate responsibilities included: Health physics, 8-hour HAZWOPER training, writing, editing and reviewing of SAIC health and safety plans, industrial hygiene sampling, confined space sampling and permitting, laser safety, employee information and training, authoring company environmental compliance and safety procedures, site assessments of treatment, storage, disposal facilities (TSDF), authoring and reviewing site health and safety plans for hazardous waste operations and auditing of SAIC high risk locations and operations. Mr. Silvers was a member of the due diligence team performing preacquisition assessments and divestitures and provided health and safety legal support to Corporate Counsel. Mr. Silvers authored many original SAIC corporate health and safety procedures including Confined Space Entry, Lockout/Tagout, Medical Surveillance, Hearing Conservation, Laser Safety, and Radiation Protection. Hughes Aircraft Company (1986 -1991) Mr. Silvers was a Senior Environmental Health and Safety Engineer and Supervisor for Hughes Aircraft Company, in Carlsbad, California. His responsibilities at the semiconductor, laser, and cathode ray tube manufacturing plant included radiation safety officer for Hughes' radioactive materials license (kiloCurie Co- 60 irradiator), industrial hygiene sampling, confined space sampling and permitting, laser safety, environmental engineering, occupational injury and illness investigations, hazardous materials and hazardous waste management, TSCA compliance for PCBs, DOT shipment of hazardous materials, fire prevention, workers' compensation, accident statistics, coordinated and trained the emergency response team on responding to fires, chemical spills and toxic gas releases. He was also the chairman of biweekly safety committee and managed the department's annual fiscal budget. Mr. Silvers coordinated the annual physicals and medical surveillance of fifty employees annually. Mr. Silvers as a certified forklift instructor certified over sixty forklift operators. General Motors Assembly Plant. Van Nuvs. CA (1984) Mr. Silvers was a safety engineer at the automotive assembly plant for the Camaro, Firebird, and Trans-Am, in Van Nuys, CA. Mr. Silvers performed confined space permitting and air sampling, respiratory protection training and fit testing, industrial hygiene sampling for organic solvents in the walk-in paint booth, accident investigations, and noise sampling. Mr. Silvers reviewed material safety data sheets for accuracy and completeness, and compiled the plant's chemical inventory. PUBLICATIONS dePeyster, A., Silvers, J.: Arsenic Levels in Hair of Workers in a Semiconductor Fabrication Facility, American Industrial Hygiene Association Journal, April 1995. 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S X CO X LU X S < > O (ft L1J 111= ^ 1- t- N I- o >- | b cc nnj a ^ fi M uj y -j o i 9= uj O i- _(fta>"«co!s0CDE(ft3o•gtoNtnJ=0) "oa>co ^~ op CO ^—ooCO £ o"u_ 0) is "5 oCO !2 ~DCCO L1J CD CO O D_c •a 3W ~ C oE "S.EVX _;UJ <U IS CJ 'o CO Ca.— O ^c TI d) c•O 3« 9 ^S ^ £••& "?-<u x> 0) '3 £ _C/J 'E ra re £ X 5J J^S 1- 01 CO S3B ••S* .o y M T3 UU U -O Q- P C3 S 5 o O .« .ii •"?Z Z .= .= * £•n £3 V)•eoQ. nNnX u IOL tn 01 X E S O Oe 00§ = _ « O o&.•£ CO oE 3 3 a S I E Afl|£ff SC.2O .. £ o o IP I!<B Co o M S « 5 £1= M J3- 00 „ M y o IIs " P 5 u^| o o S £3 i 1 zf °d'f"£|Sl"SOOOOOOOOQQOOOOOOQOO O O Q.OQQ9QQQOQOOQOOOOOOOOOOaOQOQo O O BOvSSSSSSSQOOOQOOQOOOaOuOOOOo O O GOQOOQCIQGOao'a'oo'oocioaooooooooo o o doddciddddd22 sadodddddc>ddddddddddd d dddddcidddcid ~ «y " K Q9.QQQQQoQQoQQQQQO.QQ o o oooooooooo doodcidddddeidddddddd d o ddddtaddodd oooooooooaooooooooo o a oooooooooo a,a a a. ooooooooooooocjooo<ao o o oooooooooo ooocjoddooooooooooo'o o o oooooooooo a 9 a < "j1*-. a a a < <t ** "* •- <^ i i i •» . .5 8 S 1 ' S a s s 1 1 a g s 2 « srs a? s i =.=-i s-s-S's'sri*\ . jeSi ^^inc^o uy ^"w*—p QOOOOOOOOOOOQOOOOoO O OOOOOOOOOOO dddddddddddo'ddocio'oo' o el 0000000000 oeI w to(O ca<n vS53o o a u"^ i 25.=-'5 !• 5^ -_ u V — • a «.s •£ 11 = •o _ Inventory Report for HIS AMITSU Location CONTROL AREA 1 Class: COMBUSTIBLE LIQUID CLASS II (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon ACETIC ACID ACETIC ANHYDRIDE FORMALDEHYDE 64-19-7 108-24-7 50-00-0 L L T 10 100 25 2.642 26.420 0.007 Summary for Gallons (3 detail records) Sum 29.069 Class: COMBUSTIBLE LIQUID CLASS III-A (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon 2-MERCAPTOETHANOL DIETHYL PYROCARBONATE ETHACRYNIC ACID MENTHOL PYRUVIC ACID 60-24-2 1609-47-8 58-54-8 1490-04-6 127-17-3 T T T T T 250 10 10 100 100 0.066 0.003 0.003 0.026 0.026 Summary for Gallons (5 detail records) Sum 0.124 Class: COMBUSTIBLE LIQUID CLASS III-B (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon DIMETHYL SULFOXIDE DITHIOTHREITOL FORMIC ACID GLYCEROL GLYCEROL MINERAL OIL MINERAL OIL POLYOXYETHYLENE SORIBTAN MONOL 67-68-5 27565-41-9 64-18-6 56-81-5 56-81-5 8042-47-5 8042-47-5 61723-83-9 T T T L T T T T 500 10 500 20 500 100 300 500 0.132 0.003 0.132 5.284 0.132 0.026 0.079 0.132 Wednesday, August 21. 2002 Page 1 of 16 SPERMIDINE 124-20-9 Summary for Gallons (9 detail records) Class: CORROSIVES (LIQUIDS) Cname CAS# ACETIC ACID 64-19-7 ACETIC ANHYDRIDE 108-24-7 AMMONIA SOLUTION 7664-41-7 FORMIC ACID 64-18-6 IRON (HI) CHLORIDE HEXAHYDRATE 10025-77-1 KARL FISCHER REAGETN SS 000725-00-0 NITRIC ACID 7697-37-2 PHOSPHORIC ACID 7664-38-2 PYRUVIC ACID 127-17-3 TEMED 110-18-9 Summary for Gallons (10 detail records) Class: CORROSIVES (SOLID ) Cname CAS# AMMONIUM OXALATE MONOHYDRATE 6009-70-7 AMMONIUM PERSULFATE 7727-54-0 CRYSTAL VIOLET 548-62-9 HYDROCHLORIC ACID 7647-01-0 PERCHLORIC ACID 7601-90-3 POTASSIUM HYDRIDE 7693-26-7 POTASSIUM PHOSPHATE 7778-53-2 SODIUM HYDROXIDE 1310-73-2 SODIUM HYDROXIDE 13 10-73-2 SODIUM HYDROXIDE SOLUTION 13 10-73-2 SULFURIC ACID 7664-93-9 T Unit L L T T L T L T T T Unit K gram gram I I M kg M gram M I 1 Quantity 10 100 2200 500 24 24 36 330 100 25 Quantity 10 100 25 240 3196 490 1 75 500 76 8800 0.000 Sum 5.921 Quantity in Gallon 2.642 26.420 0.581 0.132 6.341 0.006 9.511 0.087 0.026 0.007 Sum 45.754 Quantity in Lbs. 22.026 0.220 0.055 0.001 0.007 1.079 2.203 0.165 1.101 0.167 0.019 Wednesday, August 21, 2002 Page 2 of 16 Summary for Lbs. (t 1 detail records) Sum Class: FLAMMABLE LIQUID CLASS I-B (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon Sum Class: HIGHLY TOXICS (LIQUIDS) Cname CAS#Unit Quantity Quantity in Gallon 2-MERCAPTOETHANOL 60-24-2 250 0.066 27.045 1,4 DIOXANE 2-PROPANOL ACETONITR1LE ETHANOL ETHANOL ETHYL ACETATE ETHYL ALCOHOL FLAMMABLE SOLVENT WASTE (LIQUID) ISOPROPANOL ISOPROPYL ALCOHOL METHANOL METHYL ALCOHOL PYRIDINE PYRIDINE REAGENT ALCOHOL SOLID FLAMMABLE WASTE (55 GALLON TEMED TETRAHYDROFURAN 123-91-1 67-63-0 75-05-8 64-17-5 64-17-5 141-78-6 64-17-5 000338-00-0 67-63-0 67-63-0 67-56-1 67-56-1 110-86-1 110-86-1 64-17-5 000736-00-0 110-18-9 109-99-9 T T T L T G L G T L T L T T T G T T 100 100 100 4 200 10 6 55 25 1 300 4 50 100 600 55 25 999 0.026 0.026 0.026 1.057 0.053 10.000 1.585 55.000 0.007 0.264 0.079 1.057 0.013 0.026 0.159 55.000 0.007 0.264 Summary for Gallons (18 detail records) 124.650 Summary for Gallons (1 detail record) Sum 0.066 Wednesday, August 21, 2002 Page 3 ot"16 Class: HIGHLY TOXICS (SOLID) Cname CAS#Unit Quantity Quantity in Lbs. INDOMETHACIN SODIUM AZIDE 53-86-1 26628-22-8 Summary for Lbs. (2 detail records) Class: IRRITANTS (LIQUIDS) Cname CAS# 1.4DIOXANE 2-MERCAPTOETHANOL 2-PROPANOL ACETONITRILE AMMONIA SOLUTION AMMONIUM ACETATE BISMUTH NITRATE BASIC CHLOROFORM CHLOROFORM CITRIC ACID MONOHYDRATE DICHLOROMETHANE DIETHYL PYROCARBONATE DIMETHYL SULFOXIDE DITHIOTHREITOL EDTA ETHACRYNIC ACID ETHANOL ETHANOL ETHYL ACETATE ETHYL ALCOHOL FLAMMABLE SOLVENT WASTE (LIQUID) 123-91-1 60-24-2 67-63-0 75-05-8 7664-41-7 631-61-8 1304-85-4 67-66-3 67-66-3 5949-29-1 75-09-2 1609-47-8 67-68-5 27565-41-9 6381-92-6 58-54-8 64-17-5 64-17-5 141-78-6 64-17-5 000338-00-0 gram gram Unit T T T T T T T L ML T L T T T T T T L G L G 25 100 Sum Quantity Quantity in 100 250 100 100 2200 24 130 140 100 1500 18 10 500 10 100 10 200 4 10 6 55 0.055 0.220 0.275 Gallon 0.026 0.066 0.026 0.026 0.581 0.006 0.034 36.988 0.026 0.396 4.756 0.003 0.132 0.003 0.026 0.003 0.053 1.057 10.000 1.585 55.000 Wednesday, August 21, 2002 Page 4 of 16 FORMALDEHYDE GLYCEROL GLYCEROL ISOPROPANOL ISOPROPYL ALCOHOL MENTHOL METHANOL METHYL ALCOHOL PENICILLIN PHOSPHORIC ACID POLYOXYETHYLENE SORIBTAN MONOL POTASSIUM CHLORIDE SOLUTION POTASSIUM IODIDE PYRIDINE PYRIDINE PYRUVIC ACID REAGENT ALCOHOL SODIUM ACETATE SODIUM CHLORIDE TEMED TETRAHYDROFURAN TREHALOSE TRICHLOROETHYLENE 50-00-0 56-81-5 56-81-5 67-63-0 67-63-0 H90-04-6 67-56-1 67-56-1 9014-06-6 7664-38-2 61723-83-9 7447.40-7 7681-11-0 110-86-1 1 10-86-1 127-17-3 64-17-5 127-09-3 7647-14-5 110-18-9 109-99-9 6138-23-4 79-01-6 Summary for Gallons (44 detail records) Class: IRRITANTS (SOLID) Cname CAS# 1CHLORO 2,4 DINITROBENZENE ACRYLAMIDE AGAROSE 97-00-7 79-06-1 9012-36-6 T T L T L T T L ml T T T T T T T T T L T T G T Unit gram kg gram 25 500 20 25 1 100 300 4 10 330 500 100 500 100 50 100 600 250 1 25 999 100 150 Quantity 100 i 550 0.007 0.132 5.284 0.007 0.264 0.026 0.079 1.057 0.003 0.087 0.132 0.026 0.132 0.026 0.013 0.026 0.159 0.066 0.264 0.007 0.264 100.000 0.040 Sum 218.896 Quantity in Lbs. 0.220 2.203 1,211 Wednesday, August 21. 2002 Page 5 of 16 AMETHOPTERIN AMMONIUM ACETATE BARIUM CHLORIDE DIHYDRATE BORIC ACID CHLOROFORM COBALT (II) CHLORIDE HEXAHYDRATE COOMASSIE BLUE DIMETHYLTHIAZOL DIPHENYLTERRAZ DISODIUM HYDROGENPHOSPHATE DIHY HEPES HYPOXANTHINE INDOMETHACIN KETOPROFEN LEAD (II) NITRATE MAGNESIUM CHLORIDE MAGNESIUM SULFATE N,N'-METHYLENE-BIS-ACRYLAMIDE PENTOXIFYLLINE PERCHLORIC ACID P-NAPHTHOLBENZEIN POTASSIUM BROMIDE POTASSIUM CARBONATE POTASSIUM CHLORIDE POTASSIUM HEXACHLOROPLATINATE (I POTASSIUM HYDROGEN PHTHALATE POTASSIUM PHOSPHATE SILVER NITRATE SODIUM BICARBONATE SODIUM DIHYDROGENPHOSPHATE DIHY SODIUM DODECYL SULFATE SODIUM HYDROXIDE 59-05-2 631-61-8 10326-27-9 10043-35-3 67*66-3 7646-79-9 6104-58-1 298-93-1 144-33-2 7365-45-9 68-94-0 53-86-1 22071-15-4 10099-74-8 7791-18-6 7487-88-9 110-26-9 6493-05-6 7601-90-3 145-50-6 7758-02-3 584-08-7 7447-40-7 16921-30-5 877-24-7 7778-53-2 7761-88-8 144-55-8 10049-21-5 151-21-3 1310-73-2 gram M M kg M M gram gram M gram gram gram gram M gram gram gram gram I K M K gram M M kg M Kg M gram gram 1 10 12 1 1400 16 10 1 I 100 55 25 25 25 200 500 100 10 3196 4 408 40 500 420 500 1 60 1 720 100 500 0.002 0.022 0.026 2.203 3.084 0.035 0.022 0.002 0.002 0.220 0.121 0.055 0.055 0.055 0.441 1.101 0.220 0.022 0.007 8.811 0.899 88.106 1.101 0.925 1.101 2.203 0.132 2.203 1.586 0.220 1.101 Wednesday, August 21, 2002 Page 6 of 16 SODIUM HYDROXIDE SODIUM HYDROXIDE SOLUTION SODIUM PHOSPHATE SODIUM PHOSPHATE, DIBASIC, ANHYDR SODIUM SULFATE SUCCINIMIDYL2,2,2-TRICHLOROETHYL THYMIDINE TRIS UREA VANCOMYCIN ZINC STEARATE Summary for Lbs. (45 detail records) Class: NON HAZARDOUS Cname ARGON ARGON ARGON CARBON DIOXIDE CARBON DIOXIDE CARBON DIOXIDE HELIUM HELIUM LIQUID NITROGEN NITROGEN Summary for Cu. Ft. (10 detail records) Class: OXIDIZER CLASS Cname BISMUTH NITRATE BASIC 1310-73-2 1310-73-2 7558-80-7 7558-79-4 7757-82-6 66065-85-8 50-89-5 77-86-1 57-13-6 1404-93-9 557-05-1 (GAS) CAS# 7440-37-1 7440-37-1 7440-37-1 124-38-9 124-38-9 124-38-9 7440-59-7 7440-59-7 7727-37-9 7727-37-9 1 (LIQUIDS) CAS# 1304-85-4 M M kg M K gram gram kg kg mg gram Unit c c c c c c c c c c Unit T 75 76 1 3 80 10 55 2 3 100 500 Quantity 336 336 336 437 437 437 200 200 5534 200 Quantity 130 0.165 0.167 2.203 0.007 176.211 0.022 0.121 4.405 6.608 0.000 1.101 Sum 310.730 Quantity in Cu. Ft. 336.000 336.000 336.000 437.000 437.000 437.000 200.000 200.000 5,534.000 200.000 Sum 8,453.000 Quantity in Gallon 0.034 Wednesday, August 21, 2002 Page 7 of 16 Summary for Gallons (1 detail record) Sum Class: OXIDIZER CLASS 1 (SOLID) Cname CAS# Unit Quantity Quantity in Lbs. AMMONIUM PERSULFATE 7727-54-0 gram 100 0.220 0.034 SILVER NITRATE 7761-88-8 M 60 0.132 Summary for Lbs. (2 detail records) Sum Class: OXIDIZER CLASS 2 (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon NITRIC ACID 7697-37-2 36 9.511 0.352 Summary for Gallons (1 detail record) Sum Class: OXIDIZER CLASS 2 (SOLID) Cname CAS# Unit Quantity Quantity in Lbs. LEAD (II) NITRATE 10099-74-8 M 25 0.055 Summary for Lbs. (1 detail record) Sum Class: OXIDIZER CLASS 3 (SOLID) Cname CAS#Unit Quantity Quantity in Lbs. 9.511 0.055 PERCHLORIC ACID 7601-90-3 3196 0.007 Summary for Lbs. (1 detail record) Sum Class: OTHER HEALTH HAZARDS (LIQUIDS) Cname CAS#Unit Quantity Quantity in Gallon 0.007 1,4 DIOXANE 123-91-1 100 0.026 2-MERCAPTOETHANOL 60-24-2 250 0.066 2-PROPANOL 67-63-0 100 0.026 ACETIC ACID 64-19-7 10 2.642 Wednesday, August 21, 2002 Page 8 of 16 CHLOROFORM CHLOROFORM DICHLOROMETHANE DIMETHYL SULFOXIDE EDTA ETHANOL ETHANOL ETHYL ALCOHOL FLAMMABLE SOLVENT WASTE (LIQUID) FORMALDEHYDE GLYCEROL GLYCEROL ISOPROPANOL ISOPROPYL ALCOHOL KARL FISCHER REAGETN SS METHANOL METHYL ALCOHOL POTASSIUM IODIDE REAGENT ALCOHOL TEMED TETRAHYDROFURAN TRICHLOROETHYLENE 67-66-3 67-66-3 75-09-2 67-68-5 6381-92-6 64-17-5 64-17-5 64-17-5 000338-00-0 50-00-0 56-81-5 56-81-5 67-63-0 67-63-0 000725-00-0 67-56-1 67-56-1 7681-11-0 64-17-5 110-18-9 109-99-9 79-01-6 Summary for Gallons (26 detail records) Class: OTHER HEALTH HAZARDS Cname CAS# 1CHLORO 2,4 DINITROBENZENE ACRYLAMIDE AGAROSE AMETHOPTERIN 97-00-7 79-06-1 9012-36-6 59-05-2 L ML L T T L T L G T L T T L T T L T T T T T (SOLID) Unit gram kg gram gram 140 100 18 500 100 4 200 6 55 25 20 500 25 1 24 300 4 500 600 25 999 150 Quantity 100 i 550 I 36.988 0.026 4.756 0.132 0.026 1.057 0.053 1.585 55.000 0.007 5.284 0.132 0.007 0.264 0.006 0.079 1.057 0.132 0.159 0.007 0.264 0.040 Sum 109.821 Quantity in Lbs. 0.220 2.203 1.211 0.002 Wednesday, August 21, 2002 Page 9 of 16 CHLOROFORM CRYSTAL VIOLET INDOMETHACIN KETOPROFEN LEAD (II) NITRATE MAGNESIUM CHLORIDE MAGNESIUM SULFATE N,N'-METHYLENE-BIS-ACRYLAMIDE PENTOXIFYLLINE PERCHLORIC ACID SILVER NITRATE SODIUM AZIDE SODIUM DODECYL SULFATE TRIS UREA ZINC STEARATE 67-66-3 548-62-9 53-86-1 22071-15-4 10099-74-8 7791-18-6 7487-88-9 110-26-9 6493-05-6 7601-90-3 7761-88-8 26628-22-8 151-21-3 77-86-1 57-13-6 557-05-1 M gram gram gram M gram gram gram gram I M gram gram kg kg gram 1400 25 25 25 25 200 500 100 10 3196 60 100 100 2 3 500 3.084 0.055 0.055 0.055 0.055 0.441 1.101 0.220 0.022 0.007 0.132 0.220 0.220 4.405 6.608 1.101 Summary for Lbs. (20 detail records) Sum Class: PYROPHORIC (SOLID) Cname CAS#Unit Quantity Quantity in Lbs. POTASSIUM HYDRIDE 7693-26-7 M 490 1.079 21.419 Summary for Lbs. (1 detail record) Sum Class: UNSTABLE (REACTIVE) CLASS 1 (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon ACLTIC ANHYDRIDE 108-24-7 100 26.420 1.079 TETRAHYDROFURAN 109-99-9 999 0.264 Summary for Gallons (2 detail records) Sum 26.684 Wednesday, August 21, 2002 Page 10 of 16 Class: UNSTABLE (REACTIVE) CLASS 1 (SOLID) Cname CAS# Unit Quantity Quantity in Lbs. AMMONIUM PERSULFATE 7727-54-0 COBALT (II) CHLORIDE HEXAHYDRATE 7646-79-9 gram M 100 16 0.220 0.035 Summary for Lbs. (2 detail records) Sum Class: UNSTABLE (REACTIVE) CLASS 3 (SOLID) Cname CAS#Unit Quantity Quantity in Lbs. SODIUM AZIDE 26628-22-8 gram 100 0.220 0.256 Summary for Lbs. (1 detail record) Class: SENSITIZERS (LIQUIDS) Cname CAS# Sum Unit Quantity Quantity in Gallon Summary for Gallons (2 detail records) Class: SENSITIZERS (SOLID) Cname CAS# Sum Unit Quantity Quantity in Lbs. Summary for Lbs. (5 detail records) Class: TOXICS (LIQUIDS) Cname CAS# Sum Unit Quantity Quantity in Gallon 0.220 KARL FISCHER REAGETN SS PROTEASE 000725-00-0 66676-43-5 T T 24 1 0.006 0.000 0.007 1CHLORO 2,4 DINITROBENZENE INDOMETHACIN POTASSIUM HEXACHLOROPLATINATE (I POTASSIUM HYDROGEN PHTHALATE VANCOMYCIN 97-00-7 53-86-1 16921-30-5 877-24-7 1404-93-9 gram gram M M mg 100 25 420 500 100 0.220 0.055 0.925 1.101 0.000 2.302 Wednesday, August 21, 2002 Page 11 of 16 FORMALDEHYDE 50-00-0 IRON (HI) CHLORIDE HEXAHYDRATE 10025-77-1 KARL FISCHER REAGETN SS 000725-00-0 POTASSIUM IODIDE 7681-11-0 SPERMIDINE 124-20-9 TEMED 110-18-9 Summary for Gallons (6 detail records) Class: TOXICS (SOLID) Cname CAS# 1CHLORO 2,4 DINITROBENZENE 97-00-7 ACRYLAMIDE 79-06-1 AMETHOPTER1N 59-05-2 COBALT (II) CHLORIDE HEXAHYDRATE 7646-79-9 CRYSTAL VIOLET 548-62-9 HYDROCORTISONE 50-23-7 SILVER NITRATE 7761-88-8 SULFURIC ACID 7664-93-9 THIOACETAMIDE 62-55-5 Summary for Lbs. (9 detail records) Class: WATER REACTIVE CLASS I Cname CAS# ACETIC ANHYDRIDE 108-24-7 DIETHYL PYROCARBONATE 1609-47-8 Summary for Gallons (2 detail records) Class: WATER REACTIVE CLASS 1 Cname CAS# AMMONIUM PERSULFATE 7727-54-0 T 25 L 24 T 24 T 500 T 1 T 25 Unit Quantity gram 100 kg l gram 1 M 16 gram 25 gram 5 M 60 I 8800 M 9 (LIQUIDS) Unit Quantity L 100 T 10 (SOLID) Unit Quantity gram 100 0.007 6.341 0.006 0.132 0.000 0.007 Sum 6.493 Quantity in Lbs. 0.220 2.203 0.002 0.035 0.055 0.011 0.132 0.019 0.020 Sum 2.698 Quantity in Gallon 26.420 0.003 Sum 26.423 Quantity in Lbs. 0.220 Wednesday, August 21, 2002 Page 12 of 16 Location CONTROL AREA 2 Class: COMBUSTIBLE LIQUID CLASS II (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon PIROTIODECANE 000735-00-0 2,114 Summary for Gallons (1 detail record) Sum Class: FLAMMABLE LIQUID CLASS I-B (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon ETHANOL 64-17-5 20 5.284 TOLUENE 108-88-3 300 79.260 2.114 Summary for Gallons (2 detail records) Class: IRRITANTS (LIQUIDS) Cname CAS# Sum Unit Quantity Quantity in Gallon Summary for Gallons (6 detail records) Class: IRRITANTS (SOLID) Cname CAS# Sum Unit Quantity Quantity in Lbs. ALICYCLIC SATURATED HYDROCARBON 000737-00-0 K 100 220.264 SYNTHETIC ALUMINUM SILICATE 000734-00-0 K 2.203 84.544 ETHANOL FENTANYL CITRATE PIROTIODECANE POLYISOBUTYLENE SODIUM ACETATE ANHYDROUS TOLUENE 64-17-5 990-73-8 000735-00-0 9003-27-4 127-09-3 108-88-3 L L L L L L 20 10 8 17 5 300 5.284 2.642 2.114 4.491 1.321 79.260 95.112 Summary for Lbs. (2 detail records) Sum 222.467 Wednesday, August 21,2002 Page 14 of 16 Class: OTHER HEALTH HAZARDS (LIQUIDS) Cname CAS# Unit Quantity Quantity in Gallon ETHANOL 64-17-5 20 5.284 TOLUENE 108-88-3 300 79.260 Summary for Gallons (2 detail records) Class: TOXICS (LIQUIDS) Cname CAS# Sum 84.544 Unit Quantity Quantity in Gallon FENTANYL CITRATE 990-73-8 10 2.642 Summary for Gallons (1 detail record) Sum 2.642 Wednesday, August 21, 2002 Page 15 of 16 Location HYDROGEN CLOSET Class: FLAMMABLE, GAS (GAS) dame CAS# Unit Quantity Quantity in Cu. Ft. "* Gas only HYDROGEN 1333^74-0C 400 400.000 Summary for Cu. Ft (1 detail record) Sum 400.000 Wednesday, August 21, 2002 Page 16 of 16 O UJ m LUO -J"m(0 Oui uj-S cp51 t£. XIU O 3s cc IUfcjfcj^o.5 2^1SOtrEZ u. a. <CD E ffi fi "--2? LU 0- " h-ir OQ^4 Q§ZCQO.LUU.XXOm^c><$&•'_J CC5 O x D ~ n_J 2 O U- fl! _>0- UJ W Q 0. COOa.arcLOot a- t RgnCM y zD a CO 5 R t 2•^ ^csi S < M < tS CO 2h" p S T C • » • '• ': ^••-!^:\ '• -'• f •"* ,'. • ; ':V.'- . i' .'•'{';•; ^Hl'*• 3-T", ;•!•«, ^^K.^•x*'*' ^ ^4?1 , :';-.'--:' :-'.'' „".'•>? ••" : £' 1 ^kv N. J 3 ' V \^c l Vi S ,f>3 m i % -QI i 1 ^> 01 , '^A'<1 ' VI f^l "^ 1 ^ ^ lb ^^ /^^ ^ ^r-x^ ^n3 'J7^ <i N9 p(\ r\i\ • ^) e% ^^ .^io » ^- J '^ 3 el j V 3o r^ <^v^ ^ s $ 0 ^ 10-25-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02248 Building Inspection Request Line (760) 602-2725 Job Address: 2732 LOKER AV WEST CBAD Permit Type: PCR Parcel No: Lot.#: 0 Valuation: $0.00 Construction Type: NEW Reference*: CB02-1735 Project Title: HISAMITSU CHANGE PLUMBING MATERIAL FROM POLY PRO TO PVC Applicant: Owner: ITO ANTHONY Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 09/11/2002 MDP 09/24/2002 10/25/2002 5746 10/25/02 0002 01 02 120.00 858541-1885 Total Fees:$120.00 Total Payments To Date:$0.00 Balance Due: $120.00 Plan Check Revision Fee Additional Fees $120.00 $0.00 Inspector: FINAL APPROVAL 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 lees/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 witti Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite #) A//?. Business Name (at this address) Legal Description Assessor's Parcel # Description of Work . Lot No. Subdivision Name/Number Existing Use SQ. FT. #of Stories Unit No. Phase No. Total It of units Proposed Use # of Bedrooms # of Bathrooms State/Zip Telephone # Fax # Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (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 is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License tt Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D 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. Q 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 Policy No. Expiration Date {THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS i$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, 1 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 ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code. Interest and attorney's fees. SIGNATUREDATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q 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). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / 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 number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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 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 CitV 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 180 daysJrom 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 commenced for aj^riotf ofJ^Odays {Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE JJL& >^ DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In faTtnersdip with government for ViiiiCding Safety DATE: September 23, 2002 g APEfejgANT JURISDICTION: Carlsbad Q FILE PLAN CHECK NO.: 02-1735Rev3 (PCR02-248) SET: II PROJECT ADDRESS: 2732 Loker Ave. West PROJECT NAME: Hisamitsu Plumbing revision (Indust. Waste to PVC & gas lines) XI 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: Anthony Ito of Woathor Enginooring 4660 Viowridgo Avo San Diogo CA 02123 1638 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: Anthony Ito Telephone #: (858) 541-1885 walk-in Date contacted; 9/23/02 (by: ga) . , Fax #: (858)541-1886 Mail Telephone Fax In Person] >7 / REMARKS: Slip sheets only CityJc^receive the revised gas line riser plan set II By: Glen Adamek Enclosures: Esgil Corporation GA n MB D EJ D PC 9/23/02 log in/OUt tmsmtWot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EQUIPMENT FIELD iV^tAJAtiON PINALR6PORET AT Hisamitsu Pharmaceutical Co., Ltd. 2732 West Loker Avenue Carlsbad, CA 92008 EQUIPMENT FOUR UNITS CLIENT Hisamitsu Pharmaceutical Co., Ltd. 2732 Loker Avenue, West Carlsbad, CA 92008 INSPECTION AUTHORITY Mr. Pat Kelly City of Carlsbad Building Inspection Department 1635 Faraday Ave. Carlsbad, California 92008 eti Reference No.: 222-7060 Submitted By: Don Weber Sr. Compliance Engineer Date: January 31, 2003 Reviewed By: Area Manager TABLE OF CONTENTS PAGE 1.0 PURPOSE 1 2.0 SUMMARY 1 3.0 GENERAL CONDITIONS OF ACCEPTANCE 1 4.0 REFERENCED ELECTRICAL STANDARDS 2 5.0 EQUIPMENT INSPECTED 2 6.0 INSPECTION AND FIELD TESTING PROCEDURES 3 o Component Inspection o Visual Inspection o Grounding o Guarding of Live Parts o Field Testing 7.0 EQUIPMENT EVALUATION 5 o System Description o Overcurrent Protection o Wiring o Installation & Equipment Discrepancies 8.0 TEST EQUIPMENT 18 APPENDIX A. EQUIPMENT PHOTOGRAPHS A1 - A2 B. ELECTRICAL DRAWINGS B1 - B21 C. TEST DATA SHEETS C1 - C4 1.0 PURPOSE The purpose of these inspections and tests is to provide assurance that custom or non-certified equipment meets the requirements of the appropriate codes, safety orders and industry standards. These tests are normally required by local building inspection agencies when equipment has not been certified by a Nationally Recognized Testing Laboratory (NRTL) or other recognized testing agencies. These inspections address only the electrical system on the subject equipment. 2.0 SUMMARY This project was initiated at the request of Mr. Dange Veerapaneni of Hisamitsu Pharmaceutical Co., Ltd. Inspection of the equipment was performed between October 14, 2002 and January 31, 2003 by Mr. Don Weber of Electro-Test, Inc. Some electrical discrepancies were observed as described in Section 7.0 for each piece of equipment. AH discrepancies were corrected. Field measurements were taken by ETI as detailed in Section 6.0. These measurements were within manufacturer's specifications. We consider this equipment to be in compliance with electrical codes and standards listed in Section 4.0, pursuant to the conditions of acceptance described in Section 3.0. Note that final approval is under the jurisdiction of the City of Carlsbad. 3.0 GENERAL CONDITIONS OF ACCEPTANCE In the event of modifications resulting in a change in the materials, manufacturing methods, loading or environment that would affect the use of the accepted product under the provisions of the noted electrical standards, this acceptance will be considered automatically canceled. The applicant will be required to request re-examination of this product to determine acceptability. eti's acceptance of the equipment referenced in Section 5.0 does not assume or discharge the responsibility of the equipment manufacturer, installer or other relevant parties. Equipment evaluation is based upon adherence to sound engineering practices, and upon compliance with the specific sections quoted from the electrical standards referenced in Section 4.0 of this report. This acceptance applies to the electrical circuits and components only, as referenced in this report. Unless noted otherwise, it specifically excludes examination for suitability of use for equipment involving toxic or corrosive gases, steam and locations defined as hazardous by the National Electrical Code (NEC®). ETI Reference No. 222-7060 Page 1 4.0 REFERENCED ELECTRICAL STANDARDS 4.1 ANSI/UL-508, Industrial Control Equipment, 17™ Edition, Revisions through December 17, 2001. 4.2 UL-508A, Industrial Control Panels, First Edition, April 2001. 4.3 ANSI/NFPA-79, Electrical Standard for Industrial Machinery, 1997. 4.4 ANSI/NFPA-70, National Electrical Code (NEC ®), 1999 (for the evaluation of the equipment installation). 4.5 ANSI/NFPA-70, National Electrical Code (NEC ®), 2002 (for the evaluation of the equipment construction). 5.0 EQUIPMENT INSPECTED 5.1 Type Cutting Machine Mfg. Akebono Machine Industries Co., Ltd. Model No. MP-350SR Serial No. 9020029 Rating 200 VAC, 91 amps, 31.5 kVA, 3 phase, 60 Hz. Label No. M224719 5.2 Type Milling Machine Mfg. Nara Machinery Co., Ltd. Model No. M02035 Serial No. 1-2389 Rating 208 VAC, 38 amps, 14 kVA, 3 phase, 60 Hz. Label No. M224720 5.3 Type Mixing Machine Mfg. Tokuyshu Kika Kogyo Co., Ltd. Type. f.2/5 Serial No. 021018 Rating 208 VAC, 20 amps, 3 phase, 60 Hz. Label No. M224721 ETI Reference No. 222-7060 Page 2 5.4 Type Coating Machine Mfg. Inoue Kinzoku Kogyo Co., Ltd. Type. PCMC 360 Serial No. 02-0012 Rating 460 VAC, 175 amps, 35 kW, 3 phase, 60 Hz. Label No. 0102062 6.0 INSPECTION AND FIELD TESTING PROCEDURES 6.1 Component Inspection The following major power components were verified to be listed by a Nationally Recognized Test Laboratory (NRTL) or were evaluated to a NRTL Standard (see Section 7.0): o Circuit breakers o Fuses o Fuse blocks o Terminal blocks o Switches o Pushbuttons o Relays o Wiring o Receptacles o Indicating lights o Cables o Disconnect switches o Industrial control panels o Industrial control enclosures 6.2 Visual Inspection The equipment was visually inspected with particular attention to the following areas: o Use of "approved" components o Properly sized overcurrent protection o Wiring ampacity o Grounding o NEC wiring methods o Guarding of live parts o Damaged components o General engineering practices ETI Reference No. 222-7060 Page 3 6.3 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded. Ref. NEC Article 250. 6.4 Guarding of Live Parts All internal components were enclosed in a grounded, screw closed, metal enclosure, and were effectively guarded per NEC Article 110-27. 6.5 Overcurrent Protection Overcurrent protection installed in this equipment was evaluated for compliance with the applicable codes and standards referenced in Section 4.0. Protective devices were verified to be of the proper size and rating, and of a type suitable for branch circuit applications where required. 6.6 Internal Wiring Internal wiring and wiring methods were evaluated for compliance with the applicable codes and standards referenced in Section 4.0. Wiring was verified to be properly sized and rated, with a temperature rating suitable for the installed application. 6.7 Field Testing 6.7.1 Current and Voltage Measurements The input currents and voltages were measured to verify that the equipment is operating within its ratings under full load normal operating conditions. Results of these tests are identified in Appendix C. 6.7.2 Temperature Rise Test Under conditions of normal full load operation, temperature rise testing was performed on the enclosure surfaces and the accessible interior components to verify that their temperature rise was within the maximum temperature rise noted in UL-508, Table 43.1. Results of these tests are identified in Appendix C. ETI Reference No. 222-7060 Page 4 6.7.3 Insulation Resistance Test The power conductors on the load side of the equipment mounted service disconnect were tested for insulation resistance by applying 1000 or 500 VDC line to ground for 60 seconds. The motors and their supply conductors were tested for insulation resistance by applying 1000 or 500 VDC to ground for 60 seconds on the load side of the motor controller. Results of these tests are identified in Appendix C. 6.7.4 Safety and Interlock Circuitry The Emergency Machine Off (EMO) and safety interlock circuits installed on the equipment were tested for proper operation. Results of these tests are identified in Appendix C. 7.0 EQUIPMENT EVALUATION 7.1 Type Cutting Machine Mfg. Akebono Machine Industries Co., Ltd. Model No. MP-350SR Serial No. 9020029 Rating 200 VAC, 91 amps, 31.5 kVA, 3 phase, 60 Hz. 7.1.1 System Description This equipment is used to cut special materials in to small square patches. The equipment is installed indoors in an ordinary (non- hazardous) location, and has been evaluated for use in this location only. 7.1.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. ETI Reference No. 222-7060 Page 5 7.1.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-27. 7.1.4 Overcurrent Protection This equipment is protected by a remote, 100 amp, 240 volt, fused disconnect switch with three, 100 amp, 250 volt, 200 kAIC rated fuses. 7.1.5 Wiring This equipment is supplied with 3, #w AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.1.6 Discrepancies and Corrections .01 Incomplete equipment nameplate. Equipment nameplates are to include the following information: The manufacturer's name, model number, serial number and the rating information (input voltage, full load current, phase and, frequency). The drawing for the nameplate that is to be installed on this equipment was missing the full load current rating. Correction: The missing full load current rating, 91 amps, has been added to the nameplate and the nameplate mounted on the equipment (verified 12/23/02). Reference: NEC Articles 110-21, 670-3 NFPA-79, paragraph 4.7 UL-508, Section 63 UL-508A, Section 52 .02 The door on the operators stations for the Unwinder Station was not bonded to the equipment ground. The doors on which electrical components are mounted are to be bonded to the equipment ground termination inside th enclosure. The door hinges cannot be relied upon, with time, ETI Reference No. 222-7060 Page 6 to provide an effective ground path. The door on the Unwinder operators station was missing a bonding jumper. Correction: A ground bonding jumper has been installed from the enclosure ground connection to the enclosure door (verified 12/23/02). Reference: UL508A, Paragraph 14.1 UL 508, Paragraph 40.1.1 NFPA79, Subclause(s) 19.3, 19.6 NEC®, Sections 250-51, 250-75 03 Bonding conductors not properly terminated. Component bonding conductors are to be arranged so that when a single component bond conductor is removed it does not change the continuity of the remaining bonded circuits.. There was one place inside the Unwinder main panel that contained two bond conductors under one termination. Correction: The bond conductors are now individually terminated (verified 12/23/02). Reference: NFPA79, Par. 19-6 .04 Drawings do not match the equipment. Electrical drawings are required to match the equipment. The drawing for the electrical circuits in the "Power Box", Drawing 5131-1814035, Sheet 5, show CB5 as a 10-amp circuit breaker, but a 5-amp breaker is installed. The installed 5-amp breaker is the correct size for the primary protection of the 500 VA control transformer. Correction: The drawing was changed to show CB5 as a 5- amp breaker (verified 12/23/02). Reference: UL-508A, Section 60 NFPA-79, Section 4.2 ETI Reference No. 222-7060 Page 7 7.2 Type Milling Machine Mfg. Nara Machinery Co., Ltd. Model No. M02035 Serial No. 1-2389 Rating 208 VAC, 38 amps, 14 kVA, 3 phase, 60 Hz. 7.2.1 System Description This equipment is used to grind crystalline materials to a fine powder. The equipment is installed indoors in an ordinary (non- hazardous) location, and has been evaluated for use in this location only. 7.2.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.2.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-27. 7.2.4 Overcurrent Protection This equipment is protected by a remote, 60 amp, 240 volt, fused disconnect switch with three, 35 amp, 250 volt, 200 kAIC rated fuses. 7.2.5 Wiring This equipment is supplied with 3, #8 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.2.6 Discrepancies and Corrections .01 Emergency Off (EMO) button with wrong background color. EMO buttons are to have a yellow backgrounds to distinguish them from Stop buttons. The EMO button on the ETI Reference No. 222-7060 Page 8 front panel over the milling section did not have a yellow background. Correction: A yellow background has been added behind this EMO button (verified 12/23/02). Reference: UL-508A, Paragraph 67.2.3 NFPA-79, Section 13.2.3 .02 Drawings do not match the equipment. Electrical drawings are required to match the equipment. The drawing showing the "Power On" circuit has been modified, but the circuit inspected had not yet been changed. The original drawing showed this circuit connected between Phases A and B on the line side of the main circuit breaker with fuses F1 and F2 in each phase. The new drawing shows this circuit now connected between A and "ground" with the same fuse arrangement. The circuit in the machine was still connected between A and B phases with both fuses. Additionally, when the main disconnect switch is in the "Off" position, this circuit and the related components remain energized and could pose an electrical shock hazard to people working inside the enclosure or on the door mounted light. Correction: The wiring in the equipment has been changed to match the new drawing, The Phase A line has been moved to the load side of the main circuit breaker and fuse F2 has been removed (verified 12/23/02). Reference: UL-508A, Section 60 NFPA-79, Section 4.2 ETI Reference No. 222-7060 Page 9 7.3 Type Mixing Machine Mfg. Tokuyshu Kika Kogyo Co., Ltd. Type. f.2/5 Serial No. 021018 Rating 208 VAC, 20 amps, 3 phase, 60 Hz. 7.3.1 System Description This equipment is used to mix special formulas for plastics. The control panel is installed indoors in an ordinary (non-hazardous) location, and has been evaluated for use in this location only. The front of the mixer may have an explosive atmosphere depending upon what is being mixed. The operators control panel, located adjacent to the mixing container is in an explosion proof enclosure and has been evaluated for the installed environment. 7.3.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.3.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-27. 7.3.4 Overcurrent Protection This equipment is protected by a remote, 60 amp, 250 volt, fused disconnect switch with three, 40 amp, 250 volt, 200 kAIC rated fuses. 7.3.5 Wiring This equipment is supplied with 3, #10 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. ETI Reference No. 222-7060 Page 10 7.3.6 Discrepancies and Corrections .01 Emergency Off (EMO) button with wrong background color. EMO buttons are to have a yellow backgrounds to distinguish them from Stop buttons. The EMO button on the front of the operators control panel did not have a yellow background. Correction: A yellow background has been added behind this EMO button (verified 12/23/02). Reference: UL-508A, Paragraph 67.2.3 NFPA-79, Section 13.2.3 .02 Drawings do not match the equipment. Electrical drawings are required to match the equipment. The drawings used for the inspection showed that the three phase Paddle Mixer Motor and the Oil Pressure Motor contained overcurrent protection in Phase A and Phase C, with no overcurrent protection in Phase B. Three phase motors are to have 3-phase protection. Correction: The installed motor overcurrent devices were replaced are UL listed devices that contain overcurrent protection in all three phases. The drawings were corrected to show 3-phase protection for these motors (verified 12/23/02). Reference: UL-508A, Section 60 NFPA-79, Section 4.2 .03 Missing equipment nameplate. Equipment nameplates are to include the following information: The manufacturer's name, model number, serial number and the rating information (input voltage, full load current, phase and, frequency), the short circuit rating of the main circuit breaker and the equipment diagram number that shown the input power terminations. The nameplate on the mixer shows a model and serial number but the rating information is for the installed motors. There was no equipment or system nameplate. ETI Reference No. 222-7060 Page 11 Correction: An equipment (system) nameplate was added to the lower portion of the door for the control enclosure with all of the required information (verified 12/23/02). Reference: NEC Articles 110-21, 670-3 NFPA-79, paragraph 4.7 UL-508, Section 63 UL-508A, Section 52 .04 Door not bonded to the equipment ground. The door of the main control panel, on which electrical devices are mounted, was not provided with the required ground bonding jumper necessary to assure an adequate ground path for any fault current likely sto be imposed on the door. The door hinges cannot be relied upon, with time, to provide an effective ground path. Correction: A ground bonding jumper has been installed between the door and a grounded point inside of the enclosure (verified 12/23/02). Reference: UL 508A, Paragraph 14.1 UL 508, Paragraph 40.1.1 NFPA 79, Subclause(s) 19.3, 19.6 NEC®, Sections 250-51, 250-75 .05 Bonding conductors not properly terminated. Component bonding conductors are to be arranged so that when a single component bond conductor is removed it does not change the continuity of the remaining bonded circuits. This equipment contained too many bonding conductors under one termination at several locations on the terminal strip in the bottom of the main control enclosure, on one device near the top of the main control enclosure and inside the operators control panel. Correction: The bonding conductors were re-arranged so that each bonding conductor has its own termination (verified 12/23/02). Reference: NFPA 79, Par. 19-6 ETI Reference No. 222-7060 Page 12 .06 Spliced conductors. Conductors are to run from terminal to terminal with out splicing. The operators control enclosure contained spliced ground conductors at the terminal strip in the back of the enclosure. Correction: The splices were removed and the ground conductors individually terminated as noted in .05 above (verified 12/23/02). Reference: NFPA-79, Paragraph 16.1.4 .07 Disconnect power sign required. Disconnect power signs are required on all covers that access energized components. The main control panel did not have the required markings. Correction: The following sign has been added to the control panel door (verified 12/23/02): "WARNING: Risk of Electric Shock - Disconnect Power Supply Before Servicing." Reference: NEC®, Section 110-27(c) 7.4 Type Coating Machine Mfg. Inoue Kinzoku Kogyo Co., Ltd. Type. PCMC 360 Serial No. 02-0012 Rating 460 VAC, 175 amps, 35 kW, 3 phase, 60 Hz. 7.4.1 System Description This equipment is used to add special coatings to rolled material. The control panel is installed indoors in an ordinary (non- hazardous) location, and has been evaluated for use in this location only. Parts of the main body of the equipment may be in a classified location and have been evaluated for the installed environment. ETI Reference No. 222-7060 Page 13 7.4.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.4.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-27. 7.4.4 Overcurrent Protection Power to this equipment is supplied from a remote, 250 volt, 400 amp fused disconnect switch with three, listed, 400 amp, 250 volt, 200 kAIC rated fuses. This circuit supplies power to a 150 kVA, 208/480-volt transformer. The equipment contains a listed 250 AF, 175 AT main circuit breaker. 7.4.5 Wiring This equipment is supplied with 3, # 3/0 AWG, 600 volt THHN, THWN, MTW type wiring from the secondary side of the transformer to the equipment mounted main circuit breaker. Internal power wiring is #14 AWG or larger. 7.4.6 Discrepancies and Corrections .01 Emergency Off (EMO) button with wrong background color. EMO buttons are to have a yellow backgrounds to distinguish them from Stop buttons. The EMO buttons on this equipment did not have the required yellow backgrounds. Correction: Yellow backgrounds have been added behind all of the EMO buttons (verified 1/14/03). Reference: UL-508A, Paragraph 67.2.3 NFPA-79, Section 13.2.3 ETI Reference No. 222-7060 Page 14 .02 Incomplete equipment nameplate. Equipment nameplates are to include the following information: The manufacturer's name, model number, serial number and the rating information (input voltage, full load current, phase and, frequency). The nameplate on this equipment was missing the short circuit rating of the main circuit breaker and the drawing number that shows the input power terminations. Correction: The missing information has been added below the equipment nameplate (verified 1/14/03). Reference: NEC Articles 110-21, 670-3 NFPA-79, paragraph 4.7 UL-508, Section 63 UL-508A, Section 52 .03 Reliance circulation fan solid state drives: Equipment is to be installed per the manufacture's requirements. The manufacturer's manual for the Reliance circulation fan solid state drives states that these drives are to be protected by 12 amp, Class J, time delay, current limiting, duel element fuses. The manual also states that protection with circuit breakers is not recommended. The drives were protected by 15 amp circuit breakers. Correction: Listed, 12 amp fuses of the type required were added between the 15 amp circuit breakers and the solid state drives (verified 1/14/03). Reference: NEC Article 110-2(b) Reliance instruction manual, installation specifications. .04 Inadequate control transformer protection. Control transformers are required to have properly rated primary or primary and secondary protection. TR1 as shown on drawing 3i020012, Sheet 5, is rated at 500 VA, 460/120 VAC. The drawing shows fuses F41 and F42 ETI Reference No. 222-7060 Page 15 with a rating of 10 amps, but 5 amp fuses are installed. Both sizes of fuses were too large. Correction: The 5 amp fuses were replaced with listed 2.5 amp fuses and the drawing changed (verified 1/14/04). TR as shown on Tokuden Co. drawing 3p-25773-01. This transformer is rated at 350 VA, 460/115 VAC. According to this drawing, the primary protection for this transformer is the 15-amp circuit breaker, NFB2, which was too large. Correction: 15-amp circuit breaker NFB2 has been replaced with listed, 2 amp fuses (verified 1/14/03). Reference: UL-508A, Section 42 NFPA-79, Section 8.12 NEC Article 450-3(b)(1) or (b)(2) .05 Fuse replacement table required. Equipment containing fuses are required to have a fuse replacement table. This equipment did not contain the required table. Correction: Fuse replacement tables have been added near each group of fuses that show the fuse designation (F41, F42, etc.), the fuse current and voltage rating and the fuse type (verified 1/14/03). Reference: UL 508, Paragraph 63.20 UL508A, Section 56 .06 Incorrect termination of bonding conductors. Component bonding conductors are to be arranged so that when a single component bonding conductor is removed it does not change the continuity of the remaining bonding circuits. There were several places in the main control panels, the operators station and the junction boxes on top of the coater that had more than one ground conductor per terminal. ETI Reference No. 222-7060 Page 16 Correction: The bonding conductors were re-arranged so that each conductor has its own termination (verified 1/114/03). Reference: NFPA79, Par. 19-6 .07 Oversized motor short-circuit and ground fault protection. Motors and their conductors are to be protected against short-circuits and ground-faults. The 15 amp circuit breakers providing power to Dryer Exhaust Fans were too large to provide for the required motor short circuit protection. Correction: These circuit breakers were replaced with 10 amp, UL489 listed circuit breakers (verified 1/14/03). .08 Drawings did not match the equipment. Electrical drawings are required to match the equipment. Sheets A01 and A02 of the Reliance Electric Drawings show transformers xx01T1, xx02T1 and xx03T1 with a 500 VA rating. The installed transformers have a 575 VA rating. Correction: The drawings were change to show the rating of the installed transformers (verified 1/14/03). Reference: UL-508A, Section 60 NFPA-79, Section 4.2 .09 Improperly applied component. Components are to be installed and used within their ratings and listing or labeling instructions. All of the Fuji breakers installed in this equipment have multiple ratings including a single and separate label with a rating of 220 volts. They are installed on a 480-volt circuit. They have a "UL Listed" marking but no short circuit rating. Correction: All of the Fuji breakers were replaced with UL 489 listed breakers with the proper voltage and short circuit ratings (verified 1/14/03). Reference: NEC Article 110-3(a) and (b) ETI Reference No. 222-7060 Page 17 Inspection Dates: All equipment discrepancies identified during the evaluation were reported on October 20, 2002. Verification Dates: All equipment corrective actions were verified to be completed and meet the workmanship requirements of the applicable standards on January 31,2003. 8.0 TEST EQUIPMENT 8.1 One (1) AVO International Insulation Resistance Tester Catalog No. BM400/2 eti Asset No. 22-01097 Calibration Date: 3/02 8.2 One (1) Fluke 87, True RMS Multimeter eti Asset No. 20-00829 Calibration Date 3/02 8.3 One (1) Fluke 87, True RMS Multimeter eti Asset No. 24-00459 Calibration Date 3/02 8.4 One (1) Fluke AC Current Probe eti Asset No. 20-00563 Calibration Date PCNR 8.5 One (1) AEMC Split Core Current Transformer eti Asset No. 24-00369 Calibration Date: PCNR 8.6 One (1) Raytek Infrared Thermometer eti Asset No. 22-1116 Calibration Date: 3/02 ETI Reference No. 222-7060 Page 18 APPENDIX A Equipment Photographs Hisamitsu Equipment Photos ETI Reference: 222-7060 Akebono Cutting Machnine (5.1) Nara Milling Machine (5.2) Hisamitsu Equipment Photos ETI Reference: 222-7060 Tokuyshu Kika Mixing Machine Inoue Coating Machine (5.4) APPENDIX B Electrical Drawings 3-PHASE E POWER SUPPLY R S T OPERATING BOX CB1 o \ o •, o \ (ISM) A 1r r r—^TT R1 SI UL1015 A WC 18 ft UL1015 AWGU 2 CB2CW T1 ,R2 -R2 iim POWER BOX PSM Power Supply Module PSM-26t A06B-6011-H015 S2 T2 IB"3«>TB23<! i-^c ][ S2 T2 ,_L2I R2-<S2 d . r T2G-i-.. \ i- ( TB2A IB2A TO2A \S?I-J^. TB2B i ^_200R (CXIA-l CX1A-3 K69A -A3 BATL -B3 *ESP_J. *ESP -A4 XMIFA^LXMIFA -84 NC power Mote I-H 24N, UL1015 IAWG16 * f UL1015 1LAWG16 fl/tj OM 1' 2 - 4 (5E4) 24N ON r * ,ON ( CP1- Jov CP1- 3 CRT :+?4 CPD1jOy CPD1 A02B-0166-C201#R E R1 SI Tl 24MOM 24N ON 24N ON 24M OM MP-350SR AKEBONO MACHINE 5131-1814035 4TTATF 1,2,3,4,5 A 8 C D E F G i*i ntM C*t a ' ' P P n S2 ( N r' p . N k f 24V 24V K69A _QY . (1D5) QV MIFA , BAIL *ESP OPERATING BOX ...XMiFA . NC ^ copiQA in RSB "** • nr 1 1 svr SVM1-36Q! AQ6B-6114-H109 GNO, JF1 24^ MIL.• — y 200^ 20^ ^OOR CX1A-1 ^2005 -2 TB1-1 -2 CXA2B-A1 CXA2A-A1 -81 -Bl^y ov _^ -A2 -A2^y ov ^ -02 -82 ^IFA MIFA^ -A3 -A3 JATL BATU^ — - ^-03 -B3 -A4 -A4 ^MIFA * XMIF4. -04 -B4 COP10B COP10A . MP-350SR i- SSffll MACHINE SIDE UL1283 7l'7ffltf-7l\;E~3 AWG8I PRESS SERW) MOTOR \ UY 00TB1B° A? >y- -x \ w oi ( y Y i \ B? V MT /IWY 0 i X^ ^/ C| \ ~ D" «M100/2500i in n nr 11k*Vu 1 Y UL A06B-0285-B300 / UL1015 / WG10M 7 / Ki^b DYNAMIC BREAK MODULE f~iu nn-t'1 ^^ o1^ 1 i AWG8 » J 1 VY ^V DSM UL1015 iw w AWG16 * \m o2- V K94. .\ K^4 24V 024Vn c^-1 \ INTL IINTL _. CX8-3 200RX 1200R S 0"-1 / 200SX I200S °^3 / K25 P \ (3C2)N V 24V ov (3D2) MEFA ^ .,BATL _ . *ESP ^XMIFA FSSB CABLE ]p _ (3F2) 2 AKtnulNU MALnlINt; s -. —1 5131-1814035 1 '2-31413 A3TATE A B C b E F 1 i. FG2238A23 s svx SVM1-20! A06B-61H-H103 CXA2B-A1 CXA2A-A1 K69B (2F4) (2H4) fcfr-FSSB CABLE [ COP108 i—Q[ COP10A SCALE1 24N ON SCALE \/F HDDCOPIOS /F JF101 10 JA4A CPIU-2 A02B-0236-C203 ]&• BAT! MACHINE SEIDE 7 /// A068-6050-K060 MP-350SR AKEBONO MACHINE -FG2AYTATF AC 6B-0285-B300 MtOOi -A ?l/-* BRAKE R1 SI T1 MP-350SR AKEBONO MACHINE 5131-1814035 T55T A3TATE 1s u 19 11 •* SS_IL 19- "s^* •H j"~ in™ *Q"" 3 ff~ «- a- p&-kOQ ffQ'^ flQ1" r unm oo ~1 m•w cs r/« LTlm oo i no W *- BO = I CD S<=>CQ rv TO. 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S32A * \ Cti.3 ELJiC'1'RlC HEATER <r£ T03 ^ F33 T32A > 1 N0.3*K7Y+Ht-* lOOAF/fiOAT T13 83A / 5^ H H A *pfiBfflli™HBe TNVFY MTflT PnATFI?A AJPFD., CHK'D DESIGN DRAWN NAME l»VtI 1 1L01 LOAltU A 12-0012 ^V* riTLE CONTttOL rOlER URCUITUJ raUttD^iPi?oH«5,^ • --„. 31,102001200^046 il A3- ff 2002/07/23 «, 02-0012 If* 4 l\ A / S10F. Fl T10 Til IOOAF/15AT MCB7 MS7 THR7R7 , n S7 T7 100AF/10AT MCB8 MS8 THR811 n S8 T8 100AF/IOAT MCB9 MS9 THR9 S9 T9 100AF/10AT AC120V POWER SOURCE TR1 CH.1 CIRCULATION FAN No,l»>r> 2.2kw CH.2 CIRCULATION FANNo.2^877> 2.2kw CH.3 CIRCULATION FANNo.3^77> 2.2kw DRYER SUPPLY FAN F?'f^f7> 2HP DRYER EXHAUST FAN F?-f-m77>2HP , AIR PURGE FAN x?^2HP XUS11 PLC. POWER SOURCE TR1Y Mr/Htt 1P24 DC24V POWER SOURCE 1N24 DC24VSB X3 TR1Y INSTRUMENTATION POWER SOURCE MAIN OPERATION POWER SOURCE TR1Y OPERATION POWER A(f_> A A A 02-0012 APP'D CHK'D DESIGN TSUDA ff^f INVEX PILOT COATER FT CONTROL-p°WER CIRCUIT(2) NO.DATE DESCRIPTION JOB NO,:tt INOUE KINZQKli KOGVO CO. ,LTD.„. 41- nnsn UUIflltl OHIO. BUG. Ha PfiOGRAMMABLE CONTROLLER SLTOO SLTOl'SLTO! SLTQ3 SLTfli 3LT05 3LTOS SIT07 SLT08 SLT09 NOF1 , XUSUI7TIXIIS12fcsttt/ts; 175S -PA72 ,Ll >12 >GND 175G -L1M1 175S -CNB 1756 -IB32 1T56 -IB32 1751! •OWlfil 17S6 -OB 3 2 1756 -IF8 1756 -OF8 SPARE SPARE 1756-A10 1P24 1N24 P EPBl EPB5 EPB20~ EPB4---0-- EPB3 EX1 EX2 PPJ. TPBR"! PER EMERGENCY STOP NORMAL 32-0012 APP' D,CHK'D DESIGN DRAWN TSUDA NAME INVEX PILOT COATER CONTROL-POWER CIRCUIT(3) 0 It DATE DESCRIPTION JOB NO.INOOE KIHZOKU SOGTO CO..LTD.DWfl NO.31102001200I006E J L 2002/07X22 U lit H.02-0012 m* Fid . 1 T NT P TT T IT (S ... 1<* 6 OHz I AC. 4 6 0 V oA 1 3 kVA "J GNDO-i r 1 N A T 1 D ji•" -^ T S J^ 5 ABNORMAL I A T n n i ED J u 1 . 1 8 '02 M 1 E Nm un^ri.. i>" flFTl[7|FT2 U01 V01 sA>~yj TR ni "^"^^n 35 OVA U02 V02 " E RY2 106 TH ,„ UxT" 1 IJN 107 11 >*• 7 FB TRIP) 103 r^r-i™ 10ET ' Vlios m Jj 1 9 ] . RESET . HK • X * ' "" \[A RYK RY2\ < » s PB2 L I L 1 11 ° 9 o r^c'12 IL2f * 110 ~ B RY2 7 i 111 14 fsiltp] 14 Uj ' -T^l12 11 3 4 | M | TC1\ TC1\ TC2\ jTCM\ i 1,2 (ALD1. 1. lALiVD If 6 5 | ^ | 113 6 Tl\ s O.. *" *> ^_^^ ^"^- 112 g g S S < S w g go e- pd P=Jg § W, O <3 w. ' !—<>—!m 14 nfsL2Tm 1 RY1 (^) Tl RY2 RY3 j (^) j iqAC.120Vf}l iq GOmin i n10MY4t* >j i JdH3Y-2 l °AC.120V, o AC.1ZOV pi 1MY4N i0MY4N A J 55 CU ^ ° Jl3 g "^& " r.«/ <//> Kimura TCM EVENT ACTIONAL1: HIGH LOW DEVIATION ALARM (1TCI ALARM ACTION SV : HIGH ALARM C160BC SET) AL1 : LOW PV ALARM (5°C SET) TC2 ALARM ACTIONSV : HIGH ALARM (3 5 OeC SET) A2(+) Al U12 114 10 vii 115 11 U V OUTPUT RYlV—\ fl 7 116 117 i 116 117 ! 1 I I AD07P p| (-W AD07N 1 _i y 103 i 1. . B (+) 7 21(+) 22 „_ n (+L | if nn DA06N | | "y- E1 ] 103 A- en S3 H (+t TCI (+) 104 1.4 7(, S4 - r V tESCN 103 Am in S5 n (+l TC2 (+) 104 nn °n S6 r / Y ?E5CN / "1 COMPENSAING LEAD WIRES FOR K/ "- E mil 1 Cly L i j i y c 1°4 AH nPP oA C2 S2 > OR -15VI C3 ID SURFACE TEMP. SIGNAL OUTPUT (DC.4-2QmA/0-300°C) SURFACE TEMP. SIGNAL for CONTROL (DC,4-20mA/0-3008C) <to ROTARY TRANSFORMER> REMOTE SETPOINT SIGNAL (DC.4-20mA/0-300eC) J±J;>S3 SURFACE TEMP. SIGNAL for ALARM S4 (DC.4-20mA/0-300°C) SH <tO ROTARY TRANSFORMER> S5 THE SENSOR FOR EXCESSIVE ELEVATION oc OF TEMP.36 (K COUPLE) SH <to JACKET ROLL> ROTARY TRANSFOMER POWER SUPPLY (DC+15V) Cl (+15V) C2 ( 0V) C3 (-15V) S82K VRM (15°C SET)DESIGNED CHECKED HKimira APPROVED T, Onishi DATE 2002/ 6/26 '* TOKUDEN CO.,LTD 205P-K004 SERIAL NO.Q'ty TITLE CIRCUIT DIAGRAM DWG NO. 3 P-25773-01 t KAZ-1322-FCT-flOlOO 01 02 03 04 as 06 07 0! 09 10 11 1Z 13 15 m& n IS 19 ID n n 23 24 25 ZE 21 !S 3 3 3 3 ' 3 • a 3 3 3 i 1 34-3 AC46 R ' C C XX01TB1 "{ ( L- > £3 0 W BV E s ' ^ I 'l < i f 1R 0 OH* T ' ( ' x > IS 0 2DKVA Er 1i ir xxCBlH IFDB30HL}' 20A trip ~! "r 1 xxOIRA HI 11 xxoill -J^-j x"01Fi xxp 1 FO I c g **Jiy xxQISA HI ^ XI xxoiU xvniDTl (FKQ~R~ 1 lyi 1 ^' \ \/t 4ZOX115V 575 VA o y xxfllCP2 ™ ^V XX01F12 /^Ni (CP31TM/3) X_y3A 1 1 xxOlSB ]^ E1 1(FNQ-R-1^) 1.5A * WU.l SYSTEM MUDULfc; PUWKK AC460V * NU.2 SKSjTEM MUDULK PUWKk AC460V /- ^ /t- , Cfr / / — ^> ^ i 6/7 IT _J ro SH.A02 xx SHOWS A APR CHECK DATE TITLE DRAWS DESIGN KURITA H.YOSHIDA UN1T'B"° POWER D I STR IBUTION 5U YA2 1322 ^3 CHANGE S.A 02.12 ffiBJLzB^ M^S j s ] PWG''"°' ft(l1 nR MARK REVISION/CHANGE DESIGN DATE B U=i SiS UU^jlKS LjLJ W/ E I A Z ~ 1 0 L L bl 02 03 0' 05 06 OT OS 09 10 11 12 13 H LS .1 .8 .9 0 ACUOVFROM SH.xxOl I1xxfl ' AQ1TB1 C ( L_ XX 1Rxx( 1 ( I 1 xx01 R XXQ IS 1 J ' 01Sxx TO SH.- IT xxo 2FU! XXQ2T1. v v ft OB i HI X9 Y v D 9 4 t A ^^N vv n *J B 1 -~*1 1 AAuillA **_• ^_* ^ A U i a 1 /I rt ,^ AAU^OJ ^ j^AM'PO/M DrSUJTTD [~^~ t - TO SH.C20 V V Q 0 B Tf 0 J Cp- [ XXQ2SA HI ^ ? XI XX0280 tFTR5AM' «o/uR.Tm ,3 ^- 3A n XX02FU3 XX«!T2 x«JCPl P^~| '"'02HB Hi » XXQ211A o— Q xxOHl ^ -| SEOUENCE POWER [ Hi > tA - TO SH.B02 Xx Q2 F1H i fi i xxoJSB Hi H ^ Hi XXQ210 (FNO-R-lK) 4H/nOD 5iHA 1 . 5A ^J x x Jl 5 fP 1 XXQ2FS1 0^0 xx°niB | ® XXO!B5 > -I SEQUENCE POWER 3A - TO SH.B01. C26A-SH.C51. C52xx02!4 SB.C5*. C55 B J E W" (SBPS-30D24CDJAC115V/DC24V15A f^ 7/7 01T NEXT SH.flOlI xx SHOWS A AFR CHECK DATE TITLE . M.ITOH M.ITOH 2002-6-13 1NVEX COATER KURITA fl.YOSHIDA POWER DISTRIBUTION *Al iA*i L£i_ CHANGE s.A 01.13 ffiBIUM&$8©B /~71 0~HG.HO. ^ ^ ^ ^AHX^ REVISION/CHANGE DESIGN DATE /^/L/S©^ ^?^© LjD W/E YA 2 ~ 1 322 APPENDIX C Test Data Sheets PRODUCT EVALUATION TEST DATA CLIENT: Hlsamitsu Pharmaceutical CO. Ltd. LOCATION: 2732 Locker Ave. West, Carlsbad, CA 92008 EQUIPMENT: Akebono cutting Machine RATINGS: 200 ETI JOB NUMBER: 222-7060 5.1 ENGINEER: Don Weber MODEL: MP-350SR VOLTS 91 AMPS 60 DATE: SERIAL NO: 9020029 HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: December 23, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power circuits Motor circuits 1. Not tested due to extensive electronics TEST EQUIP ASSETS: 22-01097 PHASE TO GROUND A 1000 1000 B 1000 1000 C 1000 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B 1 na 8-C C-A 1 1 na na VOLTAGE AND CURRENT READINGS DATE: December 23, 2002 PHASE A-N 120 REMARKS: TEST METHOD:TEST EQUIP ASSET*: 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 120 PHASE C-N 120 PHASE PHASE A-B B-C 208 208 PHASE C-A 208 CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 11.2/8.6 PHASE B 12.8/9.1 PHASE C 10.4/7.9 NEUTRAL GROUND na na Max/Avg. COMPONENT TEMPERATURE RISE DATA DATE: December 23, 2002 AMBIENT TEMP: 71 "F COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 Deg F over ambient TEST EQUIP ASSET*: 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE:December 23, 2002 LOCATION Operators station RESULT A INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION Doors RESULT A INTERLOCK DESCRIPTION RESULT ^^^^| LEAKAGE CURRENT AND RESISTANCE Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current ( mA) 1 ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 A = Acceptable, N/A - Not Applicable, C - Corrected, R M224719 = Needs Repair Page /' PRODUCT EVALUATION TEST DATA CLIENT: Hisamltsu Pharmaceutical CO. Ltd. LOCATION: 2732 Locker Ave. West, Carlsbad, CA 92008 EQUIPMENT: Nara Milling Machine RATINGS: 208 ETI JOB NUMBER: 222-7060 5.2 ENGINEER: Don Weber MODEL: M02035 VOLTS 38 AMPS 60 DATE: SERIAL NO: HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: December 23, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power circuits Motor circuits 1. Not tested due to extensive electronics TEST EQUIP ASSETS: 22-01097 PHASE TO GROUND A 1000 1000 B 1000 1000 C 1000 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B 1 na B-C C-A 1 1 na na VOLTAGE AND CURRENT READINGS DATE: December 23, 2002 PHASE A-N 120 REMARKS: TEST METHOD:TEST EQUIP ASSET #: 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 120 PHASE C-N 120 PHASE PHASE A-B B-C 208 208 PHASE C-A 208 CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 4.4 PHASE B 5 PHASE C 4.6 NEUTRAL GROUND na na COMPONENT TEMPERATURE RISE DATA DATE: December 23, 2002 AMBIENT TEMP: 71 °F COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 Deg F over ambient TEST EQUIP ASSET*: 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE:December 23, 2002 LOCATION Operators station RESULT A INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION Doors RESULT A INTERLOCK DESCRIPTION RESULT ml^^M LEAKAfiF CURRFNT AND RFSIRTANCF Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current ( mA) I ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 M224720 Page > A - Acceptable, N/A - Not Applicable, C - Corrected, R - Needs Repair PRODUCT EVALUATION TEST DATA CLIENT: Hisamltsu Pharmaceutical CO. Ltd. LOCATION: 2732 Locker Ave. West, Carlsbad, CA 92008 EQUIPMENT Tokuyshu RATINGS: Mixing Machine 200 ET! JOB NUMBER: 222-7060 5.3 ENGINEER: Don Weber MODEL f.2.5 VOLTS 20 AMPS 60 DATE: SERIAL NO: 21018 HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: December 23, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power circuits Motor circuits: MS2 MS3U 1. Not tested due to extensive electronics TEST EQUIP ASSET* 22-01097 PHASE TO GROUND A 500 1000 500 B 500 1000 600 C 500 1000 500 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B 1 na na B-C C-A 1 1 na na na na VOLTAGE AND CURRENT READINGS DATE: December 23, 2002 PHASE A-N 119 REMARKS: TEST METHOD:TEST EQUIP ASSET*: 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 119 PHASE C-N 1*19 PHASE PHASE A-B B-C 207 207 PHASE C-A 207 CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 2.3 PHASE B 2.6 PHASE C 1.5 NEUTRAL GROUND na na COMPONENT TEMPERATURE RISE DATA DATE: December 23, 2002 AMBIENT TEMP: 70 T COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 Deg F over ambient TEST EQUIP ASSET*: 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE:December 23, 2002 LOCATION Operators station RESULT A INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION Doors RESULT A INTERLOCK DESCRIPTION RESULT LEAKAGE CURRENT AND RESISTANCE Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current < mA) I ETI LABEL NUMBER(S) © eti 2000 F/6001 rev. 3/00 A - Acceptable, N/A = Not Applic. M224721 = Needs Repair Page ^ PRODUCT EVALUATION TEST DATA CLIENT: Hlsamitsu Pharmaceutical CO. Ltd. LOCATION: 2732 Locker Ave. West, Carlsbad, CA 92008 EQUIPMENT: Inoue Coating Machine RATINGS: 460 ETI JOB NUMBER: 222-7060 5.4 ENGINEER: Don Weber MODEL: PCMC 360 VOLTS 175 AMPS 60 DATE: SERIAL NO: 02-0012 HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: January 14, 2003 TEST VOLTAGE: 1000VDC CIRCUIT IDENTIFICATION Power circuits Motor circuits 1 . Did not test phase to phase due to extenstce electronics. TEST EQUIP ASSET*: 22-01097 PHASE TO GROUND A 1000 1000 B 1000 1000 C 1000 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B 1 na B-C C-A 1 1 na na VOLTAGE AND CURRENT READINGS DATE: January 24, 2003 PHASE A-N 258 REMARKS: TEST METHOD:TEST EQUIP ASSET ft 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 255 PHASE C-N 260 PHASE PHASE A-B B-C 465 466 PHASE C-A 465 CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 122.8 PHASE B 123.6 PHASE C 121 NEUTRAL GROUND na na COMPONENT TEMPERATURE RISE DATA DATE: January 24, 2003 AMBIENT TEMP: 70 'F COMPONENT IDENTIFICATION Control transformer TO surface Other component temperatures were less than 20 Deg F over ambient TEST EQUIP ASSET ft 22-1116 COMPONENT TEMP. 100 CALIBRATION DATE: March 2002 TEMPERATURE RISE 30 °F TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE:January 24, 2003 LOCATION Front of machine RESULT A INTERLOCK FUNCTIONAL TESTS DATE: January 24, 2003 INTERLOCK DESCRIPTION Glass doors RESULT A INTERLOCK DESCRIPTION RESULT ^^^H LEAKARF CURRENT ANR RFSIRTANrF Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current { mA) 1 ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 102062 Page tf A = Acceptable, N/A = Not Applicable, C = Corrected, R = Needs Repair EQUIPMENT FIELD EVALUATION FINAL RETORT AT Hisamitsu Pharmaceutical Co., Ltd, 2732 Loker Av^ttue, West Carlsbad, CA 92008 THREE, HUMIDITY CHAMBERS THREE, FUME HOODS &NE, OVEN CLIENT Hisamitsu Pharmaceutical Co., Ltd. 2732 Loker Avenue, West Carlsbad, CA 92008 INSPECTION AUTHORITY Mr. Pat Kelly City of Carlsbad Building Inspection Department 1635 Faraday Ave. Carlsbad, California 92008 eti Reference No.: E001239 Submitted By:, / Don Weber Sr. Compliance Engineer Date: January 31, 2003 Reviewed By: Area Manager TABLE OF CONTENTS PAGE 1.0 PURPOSE 1 2.0 SUMMARY 1 3.0 GENERAL CONDITIONS OF ACCEPTANCE 1 4.0 REFERENCED ELECTRICAL STANDARDS 2 5.0 EQUIPMENT INSPECTED 2 6.0 INSPECTION AND FIELD TESTING PROCEDURES 3 o Component Inspection o Visual Inspection o Grounding o Guarding of Live Parts o Field Testing 7.0 EQUIPMENT EVALUATION 5 o System Description o Overcurrent Protection o Wiring o Installation & Equipment Discrepancies 8.0 TEST EQUIPMENT 11 APPENDIX A. EQUIPMENT PHOTOGRAPHS A1 - A2 B. ELECTRICAL DRAWINGS B1 - B2 C. TEST DATA SHEETS C1 - C7 1.0 PURPOSE The purpose of these inspections and tests is to provide assurance that custom or non-certified equipment meets the requirements of the appropriate codes, safety orders and industry standards. These tests are normally required by local building inspection agencies when equipment has not been certified by a Nationally Recognized Testing Laboratory (NRTL) or other recognized testing agencies. These inspections address only the electrical system on the subject equipment. 2.0 SUMMARY This project was initiated at the request of Mr. Dange Veerapaneni of Hisamitsu Pharmaceutical Co., Ltd. Inspection of the equipment was performed between December 4, 2002 and January 31, 2003 by Mr Don Weber of Electro-Test, Inc. Some electrical discrepancies were observed as described in Section 7.0 for each piece of equipment. All discrepancies were corrected. Field measurements were taken by ETI as detailed in Section 6.0. These measurements were within manufacturer's specifications. We consider this equipment to be in compliance with electrical codes and standards listed in Section 4.0, pursuant to the conditions of acceptance described in Section 3.0. Note that final approval is under the jurisdiction of the City of Carlsbad. 3.0 GENERAL CONDITIONS OF ACCEPTANCE In the event of modifications resulting in a change in the materials, manufacturing methods, loading or environment that would affect the use of the accepted product under the provisions of the noted electrical standards, this acceptance will be considered automatically canceled. The applicant will be required to request re-examination of this product to determine acceptability. eti's acceptance of the equipment referenced in Section 5.0 does not assume or discharge the responsibility of the equipment manufacturer, installer or other relevant parties. Equipment evaluation is based upon adherence to sound engineering practices, and upon compliance with the specific sections quoted from the electrical standards referenced in Section 4.0 of this report. This acceptance applies to the electrical circuits and components only, as referenced in this report. Unless noted otherwise, it specifically excludes examination for suitability of use for equipment involving toxic or corrosive gases, steam and locations defined as hazardous by the National Electrical Code (NEC®). ETI Reference No. 227-3947 Page 1 4.0 REFERENCED ELECTRICAL STANDARDS 4.1 ANSI/UL-508, Industrial Control Equipment, 17™ Edition, Revisions through December 17, 2001. 4.2 UL-508A, Industrial Control Panels, First Edition, April 2001. 4.3 ANSI/NFPA-79, Electrical Standard for Industrial Machinery, 1997. 4.4 ANSI/NFPA-70, National Electrical Code (NEC ®), 1999 (for the evaluation of the equipment installation). 4.5 ANSI/NFPA-70, National Electrical Code (NEC®), 2002 (forthe evaluation of the equipment construction). 5.0 EQUIPMENT INSPECTED 5.1 Type Three, Humidity Chambers Mfg. ESPEC Corp. Model No. PR-3KPH Serial No's. 8537, 8546 and 8554 Rating 208 VAC, 22 amps, 3 phase, 50/60 Hz. Label No's 0102055, 0102056 and 0102057 5.2 Type Three, Fume Hoods Mfg. Scientific GSI Model No. Genie 800 Serial No. 1263, 1264 and 1265 Rated 120 VAC, 16 amps, single phase, 60 Hz. Label No's 0102058, 0102059 and 0102060 5.3 Type Oven Mfg. ESPEC Corp Model No. LV-120 Serial No. 103200000123 Rating 100 VAC, 12 amps, single phase, 60Hz. Label No. 0102061 ETI Reference No. E001239 Page 2 6.0 INSPECTION AND FIELD TESTING PROCEDURES 6.1 Component Inspection The following major power components were verified to be listed by a Nationally Recognized Test Laboratory (NRTL) or were evaluated to a NRTL Standard (see Section 7.0): o Circuit breakers o Indicating lights o Fuses o Cables o Fuse blocks o Disconnect o Terminal blocks switches o Switches o Industrial control o Pushbuttons panels o Relays o Industrial control o Wiring enclosures o Receptacles 6.2 Visual Inspection The equipment was visually inspected with particular attention to the following areas: o Use of "approved" components o Properly sized overcurrent protection o Wiring ampacity o Grounding o NEC wiring methods o Guarding of live parts o Damaged components o General engineering practices 6.3 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded. Ref. NEC Article 250. 6.4 Guarding of Live Parts All internal components were enclosed in a grounded, screw closed, metal enclosure, and were effectively guarded per NEC Article 110-27. ETI Reference No. E001239 Page 3 6.5 Overcurrent Protection Overcurrent protection installed in this equipment was evaluated for compliance with the applicable codes and standards referenced in Section 4.0. Protective devices were verified to be of the proper size and rating, and of a type suitable for branch circuit applications where required. 6.6 Internal Wiring Internal wiring and wiring methods were evaluated for compliance with the applicable codes and standards referenced in Section 4.0. Wiring was verified to be properly sized and rated, with a temperature rating suitable for the installed application. 6.7 Field Testing 6.7.1 Current and Voltage Measurements The input currents and voltages were measured to verify that the equipment is operating within its ratings under full load normal operating conditions. Results of these tests are identified in Appendix C. 6.7.2 Temperature Rise Test Under conditions of normal full load operation, temperature rise testing was performed on the enclosure surfaces and the accessible interior components to verify that their temperature rise was within the maximum temperature rise noted in UL-508, Table 43.1. Results of these tests are identified in Appendix C. 6.7.3 Insulation Resistance Test The power conductors on the load side of the equipment mounted service disconnect were tested for insulation resistance by applying 1000 or 500 VDC line to ground for 60 seconds. The motors and their supply conductors were tested for insulation resistance by applying 1000 or 500 VDC to ground for 60 seconds on the load side of the motor controller. Results of these tests are identified in Appendix C. ETI Reference No. E001239 Page 4 6.7.4 Safety and Interlock Circuitry The equipment contained in this report did not have Emergency Machine Off (EMO) and safety interlock circuits. 7.0 EQUIPMENT EVALUATION 7.1 Type Three, Humidity Chambers Mfg. ESPEC Corp. Model No. PR-3KPH Serial No's. 8537, 8546 and 8554 Rating 208 VAC, 22 amps, 3 phase, 50/60 Hz. 7.1.1 System Description This equipment is used to test product under various conditions of temperature and humidity. The equipment is installed indoors in an ordinary (non-hazardous) location, and has been evaluated for use in this location only. 7.1.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.1.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-27. 7.1.4 Overcurrent Protection Remote, 30 amp, 240 volt, 10 kAIC, panel mounted circuit breakers provides branch circuit overcurrent protection for each of these units. 7.1.5 Wiring This equipment is supplied with 4 conductor, #10 AWG, SEOOW type cord. ETI Reference No. E001239 Page 5 7.1.6 Discrepancies and Corrections .01 Conductor Incorrectly Spliced Conductors are to be run from terminal to terminal without splicing. The conductors of the cord supplying power to each of these units had been incorrectly spliced just inside the enclosure, before terminating on the main circuit breaker. Correction: The input power cord conductors are now terminated directly to the main equipment mounted dicsonnect device without splicing. Verified 1/16/03 Reference: NFPA79, Subclause 16.1.4 .02 Fuse replacement table required. Equipment containing fuses are required to have a fuse replacement table. This equipment did not contain the required table. Correction: A fuse replacement table, showing the fuse designation, ampere and voltage rating and the fuse type, has been added adjacent to the fuse holder. Verified 1/31/03. Reference: UL 508, Paragraph 63.20 UL 508A, Section 56 .03 Components not listed by an approved independent testing agency. Equipment and components are to be acceptable only if approved by an acceptable independent testing agency. Acceptable equipment and components would be those listed by a Nationally Recognized Testing Laboratory (NRTL). The two motor overcurrent devices in each of these units were not listed by a NRTL. In addition, the electrical drawing indicates that they only have overcurrent protection in 2 of the 3 phases. Motor overcurrent protection is to be provided in all three phases for 3 phase motors. ETI Reference No. E001239 Page 6 Correction: These overcurrent devices were replaced with UL Listed devices that contain overcurrent protection in all three phases. Verified 1/16/03 Reference:NEC Article 110-2 NEC Table 430-37 .04 Inadequate control transformer protection. Control transformers are required to have properly rated primary or primary and secondary protection. Secondary protection alone is not acceptable. The 5-amp circuit breaker in each unit, CP7, was too large to provide the required transformer primary protection. Correction: The circuit breakers were replaced with listed 3- amp circuit breakers. Verified 1/16/03. Reference: UL-508A, Section 42 NFPA-79, Section 8.12 NEC Article 450-3(b)(1) or (b)(2) 7.2 Type Three, Fume Hoods Mfg. Scientific GSl Model No. Genie 800 Serial No. 1263, 1264 and 1265 Rated 120 VAC, 16 amps, single phase, 60 Hz. 7.2.1 System Description This equipment is used for mixing and the evaluation of compounds. The equipment is installed indoors in an ordinary (non-hazardous) location, and has been evaluated for use in this location only. 7.2.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. ETI Reference No. E001239 Page 7 7.2.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-27. 7.2.4 Overcurrent Protection A single, 20 amp, 240 volt, 10 kAIC circuit breaker, mounted in an a circuit breaker panel in the same room, provides branch circuit protection for all three fume hoods. The only load on the fume hoods is the lighting fixture and any loads that may be plugged into the equipment mounted outlets. 7.2.5 Wiring Each of these unites is supplied with 3, #12 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.2.6 Discrepancies and Corrections .01 Missing equipment nameplate. Each piece of electrical equipment is to have a nameplate that includes the following information: The manufacturer's name, model number, serial number and the rating information (input voltage, full load current, phase and, frequency). This equipment is missing the required nameplate. Correction: A new nameplate has been added to each fume hood with the required information. Reference: NEC Articles 110-21, 670-3 NFPA-79, paragraph 4.7 UL-508, Section 63 UL-508A, Section 52 ETI Reference No. E001239 Page 8 .02 Miscellaneous All of the fume hoods require cleaning, especially the top surfaces. OK 1/16/03 Add insulating tape around the terminations of the light switch so that the switch does not short out to the switch enclosure when it is removed. OK 1/31/03 Provide indications that the fume hoods have been calibrated for proper airflow. OK 1/16/03 7.3 Type Oven Mfg. ESPECCorp Model No. LV-120 Serial No. 103200000123 Rating 100 VAC, 12 amps, single phase, 60Hz. 7.3.1 System Description This equipment is used to test product at various temperatures. The equipment is supplied by an independently powered 115/100 VAC, 2.5 kVA transformer with a 30 amp output breaker. The oven contains a TUV listed, 15 amp, 240-volt, 1.5 kVA main circuit breaker. The equipment is installed indoors in an ordinary (non- hazardous) location, and has been evaluated for use in this location only. 7.3.2 Grounding Exposed noncurrent carrying parts of the equipment were verified (electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7.3.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-27. 7.3.4 Overcurrent Protection An equipment mounted,15 amp, 240 volt, 1.5 kAIC circuit breaker protect this equipment. ETI Reference No. E001239 Page 9 7.3.5 Wiring This equipment is supplied with 3, conductor, #14 AWG, STO type cord. Internal power wiring is #14 AWG or larger. 7.3.6 Discrepancies and Corrections .01 Components not identified. Components that are part of the equipment are to be identified with the same designation as shown on the drawings. The printed circuit boards mounted inside the equipment were not identified with the same designations as shown on the electrical drawings. Correction: Designations were added adjacent to each board with the same identification as shown on the drawing. Verified 1/16/03. Reference: NFPA-79, section 4.8.4 .02 Conductor Incorrectly Spliced Conductors are to be run from terminal to terminal without splicing. The conductors of the cord supplying power to each of these units had been incorrectly spliced just inside the enclosure, before terminating on the main circuit breaker. Correction: The input power cord conductors are now run directly to the main equipment mounted dicsonnect device without splicing. Verified 1/16/03. Reference: NFPA79, Subclause 16.1.4 Inspection Dates: All equipment discrepancies identified during the evaluation were reported on December 6, 2002. Verification Dates: All equipment corrective actions were verified to be completed and meet the workmanship requirements of the applicable standards on January 31,2003. ETI Reference No. E001239 Page 10 8.0 TEST EQUIPMENT 8.1 One (1) AVO International Insulation Resistance Tester Catalog No. BM400/2 eti Asset No. 22-01097 Calibration Date: 3/02 8.2 One (1) Fluke 87, True RMS Multimeter eti Asset No. 20-00829 Calibration Date 3/02 8.3 One (1) Fluke 87, True RMS Multimeter eti Asset No. 24-00459 Calibration Date 3/02 8.4 One (1) Fluke AC Current Probe eti Asset No. 20-00563 Calibration Date PCNR 8.5 One (1) AEMC Split Core Current Transformer eti Asset No. 24-00369 Calibration Date: PCNR 8.6 One (1) Raytek Infrared Thermometer eti Asset No. 22-1116 Calibration Date: 3/02 ETI Reference No. E001239 Page 11 APPENDIX A Equipment Photographs Hisamitsu Equipment ETI Reference: E001239 ESPEC Humidity Chambers (5.1) Typical of 3 Fume Hoods (5.2) Hisamitsu Equipment ETI Reference: E001239 ESPECOvcn(5.3) APPENDIX B Electrical Drawings « ifi HI" •r & S 333 in <a F- ea i I i !f B 5 ' Q til d. I 1 X ol "•§!o 8i \ oO ITSOl£)COCOCM .8 S\ 0. XI OCT-07-2002 HON 01:32 PM HISAMITSU CALIFORNIA LAB FAX NO. 7604314679 P. 11 Td Wb60:TT 200S £0 T889TW«0f: 'ON X«d APPENDIX C Test Data Sheet eloctroto/t PRODUCT EVACUATION TEST DATA CLIENT: Hlmsamitsu Pharmicutal Company LOCATION: 2732 West Loker Avenue, Carlsbad, CA 92008 EQUIPMENT: ESPEC Humidity Chamber RATINGS: 208 ETI JOB NUMBER: E001239 5.1A ENGINEER: Don Weber MODEL: PR-3KPH VOLTS 22 AMPS 60 DATE: SERIAL NO: 8537 HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: December 4, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power Circuits Motor circuits Phase to phase on power circuits not tested due to extensive electronics. TEST EQUIP ASSET* 22-01097 PHASE TO GROUND A 1000 1000 B 1000 1000 C 1000 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B na na B-C C-A na na na na VOLTAGE AND CURRENT READINGS DATE: January 16,2003 PHASE A-N 118 REMARKS: TEST METHOD:TEST EQUIP ASSET* 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 118 PHASE C-N 119 PHASE PHASE A-B B-C 204 205 PHASE C-A 205 CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 12.5 PHASE B 12.5 PHASE C 11.7 NEUTRAL GROUND na na COMPONENT TEMPERATURE RISE DATA DATE: January 16, 2003 AMBIENT TEMP: 83 °F COMPONENT IDENTIFICATION Motor OIL relay, side surface Motor contactor, back surface TEST EQUIP ASSET*: 22-1116 COMPONENT TEMP. 104 110 CALIBRATION DATE: March 2002 TEMPERATURE RISE 21 "F 27 8C TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION None RESULT INTERLOCK FUNCTIONAL TESTS DATE: January 16, 2003 INTERLOCK DESCRIPTION Side panel RESULT A INTERLOCK DESCRIPTION RESULT ^••i LEAKAGE CURRENT AND RESISTANCE Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current ( mA) I ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 102055 Page A = Acceptable, N/A - Not Applicable, C = Corrected, R = Needs Repair eloctrotcvt PRODUCT EVALUATION TEST DATA CLIENT: Himsamltsu Pharmicutal Company LOCATION: 2732 West Loker Avenue, Carlsbad, CA 92008 EQUIPMENT: ESPEC Humidity Chamber RATINGS: 208 ETI JOB NUMBER: E001239 5.1 B ENGINEER: Don Weber MODEL: PR-3KPH VOLTS 22 AMPS 60 DATE: SERIAL NO: 8546 HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: December 4, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power Circuits Motor circuits Phase to phase on power circuits not tested due to extensive electronics. TEST EQUIP ASSET #: 22-01097 PHASE TO GROUND A 1000 1000 B 1000 1000 C 1000 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B na na B-C C-A na na na na VOLTAGE AND CURRENT READINGS DATE: January 16, 2003 PHASE A-N 119 REMARKS: TEST METHOD:TEST EQUIP ASSET it: 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 118 PHASE C-N 118 PHASE PHASE A-B B-C 205 205 PHASE C-A 204 CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 12.9 PHASE B 13.4 PHASE C 3.5 NEUTRAL GROUND na na COMPONENT TEMPERATURE RISE DATA DATE: January 16, 2003 AMBIENT TEMP: 80 °F COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 Deg F over ambient TEST EQUIP ASSET* 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION None RESULT INTERLOCK FUNCTIONAL TESTS DATE: January 16, 2003 INTERLOCK DESCRIPTION Side cover RESULT A INTERLOCK DESCRIPTION RESULT •^•^•^•V LEAKAGE CURRENT AND RESISTANCE Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current ( mA) I ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 102056 Page | A = Acceptable, N/A = Not Applicable, C = Corrected, R = Needs Repair PRODUCT EVALUATION TEST DATA CLIENT: Himsamltsu Phannicutal Company LOCATION: 2732 West Loker Avenue, Carlsbad, CA 92008 EQUIPMENT: ESPEC Humidity Chamber RATINGS: ETI JOB NUMBER: E001239 5.1 C ENGINEER: Don Weber MODEL: PR-3KPH DATE: SERIAL NO: 8554 208 VOLTS 22 AMPS 60 HZ 3 PHASE 4 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE: December 4, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power Circuits Motor circuits Phase to phase on power circuits not tested due to extensive electronics. TEST EQUIP ASSETS: 22-01097 PHASE TO GROUND A B 1000 1000 1000 1000 C 1000 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE A-B na na B-C C-A na na na na VOLTAGE AND CURRENT READINGS DATE: January 16, 2003 PHASE A-N 118 REMARKS: TEST METHOD:TEST EQUIP ASSET* 20-829, 563, 24-369, 459 CALIBRATION DATE: March 2002 VOLTAGE MEASUREMENTS CURRENT MEASUREMENTS PHASE PHASE B-N C-N 118 119 PHASE PHASE A-B B-C 204 205 PHASE PHASE C-A A 205 13.1 PHASE B 12.3 PHASE C 4 NEUTRAL GROUND NA NA COMPONENT TEMPERATURE RISE DATA DATE: January 16, 2003 AMBIENT TEMP: 83 °F COMPONENT IDENTIFICATION Motor OIL relay side surface Motor contactor back surface TEST EQUIP ASSET #: 22-1116 COMPONENT TEMP. 104 110 CALIBRATION DATE: March 2002 TEMPERATURE RISE 21 °F 27 'C TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION RESULT INTERLOCK FUNCTIONAL TESTS DATE: January 16, 2003 INTERLOCK DESCRIPTION RESULT Side panel A INTERLOCK DESCRIPTION RESULT ^^^^^^^^^^^•ra*WcTJdlM:JdJh*;Vlil:Ja.HkW.vBT^^^^^^^^^^^M Location Resistance (Ohms)Voltage (mV)Leakage Current < mA) GENERAL NOTES I ETI LABEL NUMBER(S) ©6tJ2000 102057 F/6001 rev. 3/00 Page A = Acceptable, N/A = Not Applicable, C = Corrected, R = Needs Repair electro^e/t PRODUCT EVALUATION TEST DATA CLIENT: Hlmsamitsu Pharmicutal Company LOCATION: 2732 West Loker Avenue, Carlsbad, CA 92008 EQUIPMENT: Fume Hood RATINGS: ETI JOB NUMBER: E001239 5.2A ENGINEER: Don Weber MODEL: Geni 800 DATE: SERIAL NO: 1263 1 20 VOLTS 1 6 AMPS 60 HZ 1 PHASE 3 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE:TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION TEST EQUIP ASSET* 22-01097 PHASE TO GROUND A B C CALIBRATION DATE: March 2002 PHASE TO PHASE A-B B-C C-A VOLTAGE AND CURRENT READINGS DATE: January 31,2003 PHASE A-N 118 REMARKS: TEST METHOD:TEST EQUIP ASSET*: 20-829, 563, 24-369, 459 CALIBRATION DATE: March 2002 VOLTAGE MEASUREMENTS CURRENT MEASUREMENTS PHASE PHASE B-N C-N na na PHASE PHASE A-B B-C na na PHASE PHASE C-A A na 0.81 PHASE B na PHASE C na NEUTRAL GROUND 0.81 na Lighting circuit onl COMPONENT TEMPERATURE RISE DATA DATE: January 31,2003 AMBIENT TEMP: 70 8F COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 DEG F over ambient TEST EQUIP ASSET* 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION RESULT INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION RESULT INTERLOCK DESCRIPTION RESULT ^^^^^^^^^^^•m!Wcfy*ill ;4r) d S k ftiaMaMdfefcfel ! H^^^^^^^^^^^M Location Resistance (Ohms)Voltage (mV)Leakage Current ( mA) GENERAL NOTES 1 ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 102058 Page A = Acceptable, N/A = Not Applicable, C - Corrected, R - Needs Repair olectroto/t PRODUCT EVALUATION TEST DATA CLIENT: Hlmsamltsu Pharmicutal Company LOCATION: 2732 West Loker Avenue, Carlsbad, CA 92008 EQUIPMENT: Fume Hood RATINGS: 120 VOLTS 16 ETI JOB NUMBER: E001239 5.2B ENGINEER: Don Weber MODEL: Genie 800 DATE: SERIAL NO: 1263 AMPS 60 HZ 1 PHASE 3 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE:TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION TEST EQUIP ASSET #: 22-01097 PHASE TO GROUND A B C CALIBRATION DATE: March 2002 PHASE TO PHASE A-B B-C C-A VOLTAGE AND CURRENT READINGS DATE: January 31, 2003 TEST METHOD:TEST EQUIP ASSET #: 20-829, 563, 24-369, 459 CALIBRATION DATE: March 2002 VOLTAGE MEASUREMENTS CURRENT MEASUREMENTS PHASE PHASE PHASE A-N B-N C-N 118 na na PHASE A-B na REMARKS: PHASE B-C na PHASE PHASE C-A A na 0.79 PHASE B na PHASE C na NEUTRAL GROUND 0.79 na Lighting circuit only. COMPONENT TEMPERATURE RISE DATA DATE: January 31, 2003 AMBIENT TEMP: 70 'F COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 DEG F over ambient TEST EQUIP ASSET #: 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION RESULT INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION RESULT INTERLOCK DESCRIPTION RESULT LEAKAGE CURRENT AND RESISTANCE Location Resistance (Ohms)Voltage (mV)Leakage Current ( mA) GENERAL NOTES I ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 102059 Page A = Acceptable, N/A = Not Applicable, C = Corrected, R = Needs Repair PRODUCT EVALUATION TEST DATA CLIENT: Himsamitsu Pharmicutal Company LOCATION: 2732 West Loker Avenue, Carlsbad, CA 92008 EQUIPMENT: Fume Hood RATINGS: 120 VOLTS 16 ETI JOB NUMBER: E001239 ENGINEER: Don Weber MODEL: Genie 800 AMPS 60 5.2C DATE: SERIAL NO: 1265 HZ 1 PHASE 3 WIRE INSULATION RESISTANCE TEST DATA (MEG-OHMS) DATE:TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION TEST EQUIP ASSET* 22-01097 PHASE TO GROUND A B C CALIBRATION DATE: March 2002 PHASE TO PHASE A-B B-C C-A VOLTAGE AND CURRENT READINGS DATE: January 31, 2003 TEST METHOD:TEST EQUIP ASSET*: 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE A-N 118 REMARKS: PHASE B-N na PHASE C-N na PHASE A-B na PHASE B-C na PHASE C-A na CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 0.8 PHASE B na PHASE C na NEUTRAL 0.8 GROUND na Lighting circuit only. COMPONENT TEMPERATURE RISE DATA DATE: January 31, 2003 AMBIENT TEMP: 70 'F COMPONENT IDENTIFICATION Accessable component temperatures wore less than 20 DEC F over ambient TEST EQUIP ASSET* 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared Infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION RESULT INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION RESULT INTERLOCK DESCRIPTION RESULT •^^H I FAKARF CURRENT AND RFSlSTANCF Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current ( mA) I ETI LABEL NUMBER(s) © eti 2000 F/6001 rev. 3/00 A = Acceptable, N/A = Not Applicable, C - C 102060 Page orrected, R = Needs Repair eloctroto/t;PRODUCT EVALUATION TEST DATA CLIENT: Hlmsamitsu Pharmicutal Company LOCATION: 2732 West Loker Avenue, Carisbad, CA 92008 EQUIPMENT: ESPEC Oven RATINGS: ETIJOB NUMBER: E001239 5.3 ENGINEER: Don Weber MODEL: LV-120 100 VOLTS 12 AMPS 60 DATE: SERIAL NO: 103200000123 HZ 1 PHASE 3 WIRE INSULATION RESISTANCE TEST DATA (MEG -OHMS) DATE: December 4, 2002 TEST VOLTAGE: 500 VDC CIRCUIT IDENTIFICATION Power Circuits TEST EQUIP ASSETS: 22-01097 PHASE TO GROUND L 1000 N 1000 CALIBRATION DATE: March 2002 PHASE TO PHASE L-N 1000 VOLTAGE AND CURRENT READINGS DATE: January 16, 2003 PHASE A-N 54 REMARKS: TEST METHOD:TEST EQUIP ASSET*: 20-829, 563, 24-369, 459 VOLTAGE MEASUREMENTS PHASE B-N 48 PHASE C-N na PHASE PHASE A-B B-C 101.8 na PHASE C-A na CALIBRATION DATE: March 2002 CURRENT MEASUREMENTS PHASE A 11.2 PHASE B 11.2 PHASE C na NEUTRAL GROUND na na 100 volt power derived from the secondary side of an ungrounded 120/100 volt transformer. COMPONENT TEMPERATURE RISE DATA DATE: Jauary 16, 2003 AMBIENT TEMP: 75 8F COMPONENT IDENTIFICATION Accessable component temperatures were less than 20 Deg F over ambient TEST EQUIP ASSET #: 22-1116 COMPONENT TEMP. na CALIBRATION DATE: March 2002 TEMPERATURE RISE na TEST METHOD Infrared Infrared Infrared Infrared Infrared Infrared infrared EMO AND INTERLOCK TESTS EMO FUNCTION TESTS DATE: LOCATION None RESULT INTERLOCK FUNCTIONAL TESTS DATE: INTERLOCK DESCRIPTION None RESULT INTERLOCK DESCRIPTION RESULT ^HH| LEAKAGE CURRENT AND RESISTANCE Location Resistance (Ohms) GENERAL NOTES Voltage (mV)Leakage Current ( mA) I ETI LABEL NUMBER(s) ©eti2000 F/6001 rev. 3/00 102061 Page A = Acceptable, N/A = Not Applicable, C = Corrected, R = Needs Repair trQ.m Oo o:i- U_5 ES r* <UJ ^*3 iCOr^M _Q.LU*rn < MO ^ I O 1o-io CL : o c o Q) J ^a ^1^^ j ^r 0 } ^ k/ ^> 1 * \ *O p ^5vn ^j tN -s