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HomeMy WebLinkAbout2450 IMPALA DR; ; CB040471; Permit04-20-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB040471 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2450IMPALADRCBAD Tl Sub Type: 1NDUST 2090412000 Lot#: 0 $207,360.00 Construction Type: NEW Reference $i MYRON L. COMPANY- 6912 SF Tl STORAGE MEZZANINE Applicant: MYRON L COMPANY 2450IMPALADR CARLSBAD CA 92008 760-438-2021 Owner: MYRON L L L C Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 02/12/2004 KMT 04/20/2004 04/20/2004 2450 IMPALA DR CARLSBAD CA 92008 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 $879.20 Meter Size $0.00 Add'l Reel. Water Con. Fee $571.48 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $43.55 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $910.00 $0.00 $48.00 $60.00 $24.00 $0.00 $4,632.66 $0.00 $0.00 $7,168.89 Total Fees:$7,168.89 Total Payments To Date:$571.48 Balance Due: $6,597.41 Q324 04/20/04 0002 01 CGP 6597-41 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow trie protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously besnoiffin a NOTICE similarJoJhis. Qr_asJQwhichJrjeJtatutej£!imitatiQns_has previously otherwise expired. „ PERJVIIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Deposit Validated bjy Date C Address (include Bldg/Suite #)Business Name (at this address) Legal Description 2. O 9 - OVA 2J)Q_ Lot No.Subdivision Name/Number •')>, -••iFh*i*N$}<y;:2 Total* £f>units Assessor's Parcel # TJT~ Existing Use Proposed Use Description of Work SQ. FT.#of Stories # of Bedrooms # o'f Bathrooms jVNO-flKl I. Qn^pftNN MKVorrrg hgL. fe^CLO QApifcftfe^ f^V ^gCQ ^fcQ-fej? Name Address Crly ~ 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 # Address City State/Zip Telephone 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. 0 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 [$100] OR LESS) n CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($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. SIGNATURE DATE - - -' 1 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). H 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. O 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): ttirjff 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 NO 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 B NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? (") YES 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. 30970) 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 commencgdjulhin 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 commejJce*6rforaHreriod of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ^ ^*~^*^~ — DATE Z. ~~ I \ — O 4- WHITE: File YELLOW: Applicant PINK: Finance City af Carlsbad TM final Building Insnectionr^a Dept: Building Engineering Planning CMWD St Lite Plan Check #: Permit*: CB040471 Project Name: MYRON L. COMPANY- 6912 SF Tl STORAGE MEZZANINE Address: 2450 IMPALA DR Contact Person: CHRIS Phone: 7609087543 Sewer Dlst: CA Water Dist: CA Lot: 06/07/2004 Permit Type: Tl Sub Type: INDUST 0 Inspected/j ,_^ Bv: U * /D. Inspected Bv: Inspected By: Comments: ' ^/ Date &/Af£#\j Inspected: / Date Inspected: Date Inspected: £* /A */ /~ /v f Approved: t— Approved: Approved: ^^~"^ Disapproved: Disapproved: Disapproved: City of Carlsbad Bldg Inspection Request For: 06/09/2004 Permit* CB040471 Title: MYRON L. COMPANY- 6912 SF Tl Description: STORAGE MEZZANINE Inspector Assignment: TP 2450 IMPALADR Lot TypeiTI Sub Type: INDUS! Job Address: Suite: Location: APPLICANT MYRON L COMPANY Owner: MYRON L L L C Remarks: Phone: 7609087543 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: CHRIS Entered By: KAREN Act Comment Associated PCRs/CVs CV020004 CLOSED EXPIRED BLDG PERMIT; CV030873 CLOSED H- MAJOR T.I. W/OUT PERMITS; PCR01090 ISSUED SENSA-PARTTTION MODIFICATION; Inspection History Date 06/07/2004 06/02/2004 06/02/2004 06/02/2004 06/02/2004 05/19/2004 05/19/2004 05/18/2004 05/18/2004 05/13/2004 05/13/2004 05/12/2004 05/07/2004 05/07/2004 Description 89 14 14 34 44 14 15 14 17 14 34 14 13 14 Final Combo Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Roof/Reroof Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric Frame/Steel/Bolting/Welding Shear Panels/HD's Fram e/Steel/Bolting/Weld ing Act NS AP AP AP AP CO we NR AP AP AP CO CO CO Insp TP TP TP TP TP TP TP TP TP TP TP TP PD PD Comments DECK NAILING T-BAR CEIL CEIL LITES DUCTS MEZ & DECKING SM. MEZ. SM MEZ 1 AND 2 FLR City of Carlsbad Bldg Inspection Request For: 06/09/2004 Permit* CB040471 05/06/2004 13 Shear Panels/HD's NS PD 05/06/2004 14 Frame/Steel/Bolting/Welding NS PD 04/22/2004 11 Ftg/Foundation/Piers AP TP 04/22/2004 12 Steel/Bond Beam AP TP 04/22/2004 13 Shear Panels/HD's PA TP Inspector Assignment: TP BOLTNG & HD BOLTS @ BTM PLATE TO COVER 06/09/2004 09:29 7607460163 CONSTRUCTION TESTING PAGE 02/03 F.NGJN.CF.H1NG, INC- Construction Testing & Engineering, Inc. 2414 Vineyard Ave Escondido, CA 92029 (760) 746-4950 Fax:(7BO) 740-9906 REPORT OF COMPRESSION TEST FOR CONCRETE CYLINDERS Sample Group # 89341 Project Name Myron L Company Project No 10-6934T Project Address 2450 Impala Gen. Contractor N/A Engineer Bldg Permit No Oov't Contracts Sub-Contractor N/A N/A Architect N/A Plan File No DSA/OSHPD Sample Group Data Report of Placement Data Supplier/Plant Mix Number Mix Description Mix Design Required Strength Concrete 4/23/2004 Hamsun 3011000 3000 PSI 3000 psi 3000 psl Cylinders Slump Air Temp Mix Temp Air Content 20.7 MPa Field Unit Wt 20.7 MPa Dry Unit Wt Measured (in.) 4 <»F) N/A <°F) 75 (%) N/A pcf DCf Specified N/A N/A N/A N/A N/A Truck NO. 440 Ticket #: 641840 Age: 34 Mln. Samples Mada By: TonyCHimtad Cement Type _l| Sample Mark Delivered by __^ ___ Date Rec'd In Lab 4/27/2004 Admixture CA .CL N/A Gallon* of Water Added N/A by N/A Specific Location FOOTING @ A/3-8 . C/3-5. 7-8,11 & 13/Q Special Instructions/Remarks 1©7, 2@28. 1 HOLD Compression Laboratory Data Sample AS* 7 28 28 Lab No. 1A 1B 1C Date Tested 4/30/2004 5/21/2004 5/21/2004 Dimensions 4x8 in 4x8 in 4x8 in Test Area 12.30 in» 12.30 ln« 12.30in» Max Load 46.737 Ibs 59,164 Ibs 61,864 Ibs Compressive Strength Fracture TVDB 3800 psi 481 OPS! 5030 psf 26.2 MPa 33.1 MPa 34.7 MPa D D D ConaA Cone/SpHtB Cono/ShearC Shear D Columnar E Com men to; 28 day test meets specifications. Sampling ana totting cwauciea in accordance w/rft ASTM situttJiuV ctea/srfMtt/ons.-ojf, cos, Of 064, 01-43, & 0172,Docun"nts Checked by: cc:HouseholdCviilgmlzers N/A Date:Rwt *'. N/A N/A Douglass Johnston, Lab N/A JUH « » 2004 Date; N/A N/A 06/09/2004 09:29 7607460163 CONSTRUCTION TESTING PAGE 03/03 ^/^ ANTHONY OLMSTEAD REINFORCED CONCRETE SPECIAL INSPECTOR The Individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination and ACI requirements. Expiration date: February 24, 2007 No. 5062856-49 "' Not valid unless signed by certificate holder. ICC certification attests to competent knowledge of codes and standards. NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE £ ' 1 -~ ® *"' _ TIME _ PERMIT NO. LOCATION :t /IA A L/h CP A..i>; ..frtJtHQfi- &CL.r<> AS ' {AJ A- U ^ yV fl T f d &!\Ak ft p r ^ - 5 P2 - C FOR 1N£EECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? LJ YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ^t^^r^-fc'^y1^ «;.".-. c T,E,ONSTRUCTION STING & NGINEERING, INC.__ ESCONDIDO* TRACY -CORONA »OXNARD -LANCASTER ENGINEERING, INC.INSPECTION REPORT PAGE ' OF PROJECT NAME: /'A, £ on CTE JOB # \/0 REPORT* \~~ • ADDRESS: 9 VSr> ARCHITECT: -5'Vc,^,. U. ENGINEER: CONTRACTOR: /7r tf^ INSPECTION DATE: PLAN FILE: *7~ 3 Q- & BLDG PERMIT: OTHER: ^ ' E $*? V V 7/ Material Sf"!!pMnS ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS f' 4? TJ &s / // 9 /Ji NAME: (PRINT) CERTIHCATION NO: GEOTECHN1CAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO. CA 92029 (760) 746-4955 FAX (760) 746-9806 c T E ENGINEERING, INC. PROJECT NAME: Mv, ADDRESS: 2 4 SO ONSTRUCTION A ESTING & EJ NGINEERING, INC. ESCONDIDO . TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PAGE -L. OF-L CTE JOB # \Q- REPORT 4 L TD ARCHITECT: ENGINEER:O5I CONTRACTOR:O I<J INSPECTION DATE: PLAN FILE: 4-l3>-OA- C :(; { (3 BLDG PERMIT: OTHER: MATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) STRUCTURAL STEEL ( ) BOLTS ( ) MASONRY BLOCK ( ) REBAR erf 3cx=>& -s/ A A .C 4'' ^ Applied by -for isrt& NAME: (PRINT)SIGNATURE CERTIFICATION NO: GEOTECHNICAL & CONSTRUCTION ENGENEER1NG TESTING & INSPECTION 2414 VINYARD AVENUE, SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 c T EONSTRUCTION A ESTING & fj NGINEERING, INC. ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO ENGINEERING, INC. PROJECT NAME: ADDRESS: INSPECTION REPORT PAGE OF-L CTEJOBtf REPORT # C.' r- \~ « Co W ftO-fl ARCHITECT: ENGINEER: CONTRACTOR: INSPECTION DATE: PLAN FILE: - 6 LA BLDG. PERMIT: OTHER: MATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) STRUCTURAL STEEL ( ) BOLTS ( ) MASONRY BLOCK ( )REBAR Ji.<?_ .___CH _%' ____ p/C c __ o( "^ire Up , Certification of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and NAME: (PRINT) CERTIFICATION NO: \\ SIGNATURE \ \ GEOTECHNICAL & CONSTRUCTION ENGENEERING TESTING & INSPECTION 2414 VINYARD AVENUE, SUITE G, ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 f EsGil Corporation In Partners/Up witfi government for (Buidfing Safety DATE: March 8, 2004 Q APPLICANT 0<JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 040471 SET: II PROJECT ADDRESS: 2450 Impala Drive PROJECT NAME: T.I. Storage Mezzanine for Myron L. 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: The City Building Official shall review the attached special inspection submitted by the applicant. By: Abe Doliente Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/5/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership writd government f or (BuiGfing Safety DATE: February 24, 2004 Q APPbjANT~ JURISDICTION: Carlsbad CTPtAPTREVlEWER Q FILE PLAN CHECK NO.: 040471 SET: I PROJECT ADDRESS: 2450 Impala Drive PROJECT NAME: T.I. Storage Mezzanine for Myron L. 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. X] 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: Daniel Robinson 6115 Corte Del Cedro, Carlsbad, CA 92009 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: Daniel Robinson Telephone #: 760/438-2021 Date contacted: 2-/^L//o<-f (by:ip-v. ) Fax #: (^woj^/.^/^ Mail—Telephone ~- Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB E>3 EJ D PC 2/12/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad O4O471 February 24, 2O04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 040471 OCCUPANCY: B/S-1 ? TYPE OF CONSTRUCTION: ? ALLOWABLE FLOOR AREA: SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: February 24, 2004 JURISDICTION: Carlsbad USE: ? ACTUAL AREA: Mezz. Addn only - 6,912 SF STORIES: ? HEIGHT: OCCUPANT LOAD: 23 (T.I. only) DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/12/04 PLAN REVIEWER: Abe Doliente 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 040471 February 24, 2004 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Provide the correct address and suite number of tenant space on the plans. Section 106.3.3. 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 4. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 106.3.3. 5. On the first sheet of the plans indicate: • The floor area of the remodeled area, • Type of construction of the existing building, • Sprinklers: Yes or No • Present and proposed occupancy classifications of the remodel area, • The story where the tenant improvement is located, • The occupant load of the remodel area(s). 6. Indicate the use of all spaces adjacent to the area being remodeled or improved. 7. 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. 8. 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. Carlsbad 04O471 February 24, 2004 9. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 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. 10. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 3-D and 3-E for "storage". Footnotes 2 and 3, Tables 3-D and 3-E. 11. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Title 24, This will be field verified. • ENERGY 12. The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. Form PERF-1 must be completed including the signatures. • MISCELLANEOUS 13. Special inspection is required for all structural field welding. Note this on the plans. Also, complete the attached city special inspection form. 14. Show beam the required beam B7 for mezzanine one (3-1/2" X 11-7/8" 2.0E parallam PSL) as called out in the structural calculations. Refer to sheet S-6 of the plans. 15. 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. 16. 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 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 Abe Doliente at Esgil Corporation. Thank you. Carlsbad O4O471 February 24, 2004 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2001 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • 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 O40471 February 24, 2004 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. O40471 Job Address or Legal Description 245O Impala Drive Owner Myron L Company Address 2450 Impala Drive You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) i i , i i r A A i m r nun L. Carlsbad O40471 February 24, 2OO4 {SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2430 ImoaU PLAN CHECK NUMBER: 040471 OWNER'S NAME: Mvren L. Company I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectors) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located-aHhe site-listed above, UBC Section 106.3.5. Sign 1, as the IJDttineeVarchitect of record, certify that I have prepared the following spc program as required by UBC Section 106,3.5 for the construction project located DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 SOUTH CLEVELAND ST. OCEANSIDE, CA 92054 Sigiied 1 >? 7 fcBBEtf1. List of work requiring special inspection; O Soils Compliance Prior to Foundation Inspection [3 Structural Concrete Over 2500 PSI [U Prestressed Concrete D Structural Masonry G Designer Specified 2. Name<s} of Individuals) or flrm(s) responsible for the special Inspections listed above; <?&^ c*tvo ctfVi Field Welding High Strength Bolting Expansion/Epoxy Anchors Spraysd-On Flreprooflng Other Efi*y WU- of of S ^u C f ••j>7 tfLO u/ <£l o A. B. C. 3. Duties of the special inspectors for the work listed above: (g B.r c. Sp»cJ«l Incpcdors shall check In w(lh ih» City »nd prwent th«*r oredentMt tor approval priof to beginning wrork en tht Job tltt. 17 10 FAX MYKUH L UU CmrUbad 04O471 February 24, 2004 9. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification In Tables 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. 1 0. 1 1 . 12. 13. 14. 15. 16. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 3-D and 3-E for "storage". Footnotes 2 and 3, Tables 3-D and 3-E, The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Title 24. This will be field verified. • ENERGY The completed and signed ENV-1, UTQ-1, and MECH-1 forms must be imprinted on the plans. Form PERF-1 must be completed Including the signatures. • MISCELLANEOUS Special inspection is required for all structural field welding. Note this on the plans. Also, complete the attached city special inspection form.* TS VA***. sr&*^ ivi/teii.'" * L * - Show beam the required beam B7 for mezzanine one (3-1/2" X 1 1-7/8" 2.0E parallam PSL) as called out in the structural calculations. Refer to sheet S-6 of the plans. f& " WE JtfT 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. 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 X No D The jurisdiction has contracted with Esgll Corporation located at 9320 Chesapeake Drive, Suite 208. San Diego, California 92123; telephone number of 858/560-1468, to perform ths plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at il Corporation. Thank you, DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 SOUTH CLEVELAND ST OCEANSIDE, CA 92054 Carlsbad 040471 February 24, 2004 JURISDICTION: Carlsbad VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 040471 DATE: February 24, 2004PREPARED BY: Abe Doliente BUILDING ADDRESS: 2450 Impala Drive BUILDING OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: ? BUILDING PORTION Mezz Addn Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 6912 cb Valuation Multiplier per city By Ordinance Reg. Mod. VALUE ($) 207,360 207,360 $879.20 Plan Check Fee by Ordinance Type of Review: _CH Repetitive Fee Repeats Complete Review D Other —Hourly Structural Only Hour Esgll Plan Review Fee $571.48 $492.35 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER DATE ADDRESS 2A/SO Impair Or RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER Docs/Mltfornu/Planning Engineering Approvals D Esti T3r Cal ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET mate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address:Bldg. Permit No. Prepared bv:Date: /jy/fl/0(/ Checked by:Date: EDU CALCULATIONS: List types and square footages for aH uses. Types of Use: f^fv^noN^S^ / ^sffit7Drii Types of Use: Sq. Ft/Units:. APT CALCULATIONS: List types and square footages for all uses. Types of UsJpQ^K^^/^^^So^Unite: Types of Use: _ Sq. FtAlntts: EDU's: EDU's: ADT's: ADTs: FEES REQUIRED: WITHIN CFD: H'YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) . PARK-IN-LIEU FEE E/UNIT: PARK AREA & #: X NO. UNITS:=$. !. TRAFFIC IMPACT FEE ADTs/UNITS:X FEE/ADT: RIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADTs/UNITS: * f iy 5. MANAGEMENT FEE UNIT/SQ.FT.: SEWER FEE EDU's: U BENEFIT AREA: EDU's: _L X FEE/ADT: ZONE: X FEE/SQ.FTAJNIT: DIST. #3 =$ =$. FEE/EDU: DNO =$353^0 . SEWER LATERAL ($2,500) . DRAINAGE FEES PLDA : ACRES: X 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE HIGH FEE/AC:_ /LOW. METER FEE SDCWA FEE IRRIGATION F:\FEE CALCULATION WORKShCET-doc 1of2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2 FAFEE CALCINATION WORKSHEET.** Rev. 7/1«0 Carlsbad Fire Department 040471 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 04/20/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: Myron L. Company 6115Corte Del Cedro City, State: Carlsbad CA 92009 Plan Checker: Job Name: Myron L. Company Job #: 040471 Job Address: 2450 Impala Drive Bldg #: CB040471 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. D 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. D 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 9nH 3rri 040471 FDFile# nthpr Agpnry in Carlsbad.Fire Department 040471 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 03/22/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: Myron L. Company 6115CorteDelCedro City, State: Carlsbad CA 92009 Plan Checker: Job Name: Myron L. Company Job#: 040471 Job Address: 2450 Impala Drive Bldg #: CB040471 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 FD Job # 1 st pnH 3rd 040471 FD File # Other Agency 'D Requirements Category: Building Plan Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. Page 1 03/22/04 Carlsbad Fire Department 040471 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 02/19/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: Myron L. Company 6115Corte DelCedro City, State: Carlsbad CA 92009 Plan Checker: Job Name: Myron L. Company Job #: 040471 Job Address: 2450 Impala Drive Bldg #: CB040471 Ste. or Bldg. No. D 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. D 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. OS 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# 1 st pnH 3rd 040471 FD File # Other Agency ID Req&rpments Category: Building Plan Requirement: Pending 05.32 Additional Requirements or Comments Describe the intended use of the warehouse. Page 1 02/19/04 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFPS BP DATE // ness Name Business Contact Telephone # u. Project Address City State Zip Code APN# Mailing Address C-Q(LTG City t- State Zip Code J^- Plan Fite# Project Contact Telephone # The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by checking the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are checked, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. D Explosive or Blasting Agents 2. D Compressed Gases 3. D Flammable/Combustible Liquids 4. D Flammable So»ds 5. d Organic Peroxides 6. D Oxidizers 7. D Pyrophorics 8. D Unstable Reactives 9. D Water Reactives 10. P Cryogenics 11. D Highly Toxic or Toxic Materials 12. D Radioactives 13. D Corrosives 14. D Other Health Hazards 15. D None of These PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3™ floor, San Diego, CA92101. Cafl (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. YES Expected date of Occupancy 1. 2. 3. D P f 4. D * nw J t J Is your business listed on the reverse side of this form? Will your business dispose of Hazardous Substances of Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Will your business use an existing or Install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System {Titie 22, Article 1 0)7 12*07 D CalARP Exempt Date Initials Date Initial? 5. Ut) D CalARP Complete Date Initials PART III: San Diego County Air Pollution Control District: If the answer is yes to any of the following questions, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA, 92123. Call (858) 650-4550 prior to the issuance of a building permit YES D NO 2. D D PP Will the subject facility install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County of Education and the current California Private School Directory, complied in accordance with the provisions of Education Code Section 33190? Does the building or structure for which this permit is requested contain any friable asbestos? Is there demolition involving the removal of a load supporting structural member? __ Briefly describe business activities: (4>raom«CT«toiO Briefly describe proposed project: TX - PfcoP I declare under penalty of perjury that to the best of my knowledge and belief Name of owner or Authorized Agent herein are true and correct. ignature of Owner or Authorized Agent prmacj? herein an Date .Z-l- FOR OFFICAL USE ONLY:FIRE DEPARTMENT OCCUPANCY CLASSIFICA BY: ^^^_DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRE COUNTY-HMMD APCD SED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMMD APCD RELEASED FOR OCCUPANCY COUNTY-HMMD APCD DEH:HM-9171 (08/02)County of San Diego - DEH - Hazardous Materials Division SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY o<? ^ SP DATE / ness Name u. Business Contact T£P_(W Telephone # Project Address City State Zip Code Mailing Address F DSk City t- State Zip Code Plan File* Project Contact 1 elephone # The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by checking the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are checked, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. D Organic Peroxides 6. D Oxidizers 7. D Pyrophorics 8. D Unstable Reactives 9. D Water Reactives 10. D Cryogenics 11. D Highly Toxic or Toxic Materials 12. D Radigactives 13. D Corrosives 14. Q Other Health Hazards 15. D None of These 1. D Explosive or Blasting Agents 2. G Compressed Gases 3. D Flammable/Combustible Liquids 4. D Flammable Solids PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS fHMDl: If the answer to any~o7tt« questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3rd floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit FEES ARE REQUIRED. Expected date of Occupancy T 1. 2. 3. 4.e I YES DD DQ J 89m mmm Is your business listed on the reverse side of tills form? Will your business dispose of Hazardous Substances or Medical Waste In any amount? ,^... ,_..-,_, Will your business store or handle Hazardous Substances in quantities equal to or greater fffeH &H2-Q4 12*0? 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? ££jg}4 Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CaiARP)? Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? D CaiARP Exempt / Date Initials F££JJ| CaiARP Requital / ino jDate lnitia@/3*l D CaiARP Complete Date Initials PART 111: San Diego County Air Pollution Control District: If the answer is yes to any of the following questions, applicant must contact the Air Pollution Contro District, 9150 Chesapeake Drive, San Diego, CA, 92123. Call (858) 650-4550 prior to the Issuance of a building permit. 1. YES D NO 2. D D 3. 4. DD Will the subject facility install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12 as listed in the current Directory of School and Community College Districts, published by the San Diego County of Education and the curren California Private School Directory, complied in accordance with the provisions of Education Code Section 33190? Does the building or structure for which this permit is requested contain any friable asbestos? Is there demolition involving the removal of a load supporting structural member? Briefly describe business activities: l*iffTB.O**«umne»0 f>1fti30PftenXi.S& Briefly describe proposed project "££. — P(2-t>P I declare under penalty of perjury that to the best of my knowledge and Name of owner or Authorized Agent herein are true and correct. gnature of Owner or Authorizec!Agent Date FOR OFFICAL USE ONLY; FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: __^^___^_____DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMMD APCD .-^&ww//\/ :-ivo \ / " £7BPRT \ nS'IVtllNl ' •<? <^PW<^ \V> G3M21«a ^/^I's^vy7 v^*03*^ ^ h6vWSJ ^<te •-*J*L — ^«^^ B £p - INITIALS -WTJ-U-^V r%r~r^ — L.#*>*'f^ RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMMD APCD RELEASED FOR OCCUPANCY COUNTY-HMMD APCD DEH:HM-9171 (08/02)County of San Diego - DEH - Hazardous Materials Division City of Carlsbad Bldg Inspection Request For: 05/06/2004 Permit# CB040471 Title: MYRON L. COMPANY-6912 SFTI Description: STORAGE MEZZANINE Inspector Assignment: 2450 IMPALA DR Lot Type: Tl Job Address: Suite: Location: APPLICANT MYRON L COMPANY Owner: MYRON L L L C Remarks: PARTIAL FRM AND SHEAR Sub Type: INDUST Phone: 760' Inspec Total Time: */? CD Description 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Weldingn co Act Comment s^L Requested By: CHRIS Entered By: CHRISTINE 4-Associated PCRs/CVs CV020004 CLOSED EXPIRED BLDG PERMIT; CV030873 CLOSED H- MAJOR T.I. W/OUT PERMITS; PCR01090 ISSUED SENSA-PARTTTION MODIFICATION; Inspection History Date Description Act Insp Comments 04/22/2004 11 Rg/Foundation/Piers AP TP 04/22/2004 12 Steel/Bond Beam AP TP 04/22/2004 13 Shear Panels/HD's PA TP BOLTNG & HD BOLTS @ BTM PLATE TO COVER p . . •, - - - . . .r i r r I i i • • • j m m m m DUNN SAVOIE INC. STRUCTURAL ENGINEERS OCEANSIDE, CA 92054 PH. f76O3 9BB-B355 , . FX. C7BQ3 SBB-BSSO E-mail: dei®surf dsi.com p r r r. r r r r r f r r r, r r STRUCTURAL CALCULATIONS FQR MYRON L CO. MEZZANINE STRUCTURES @ 2450 Impala Drive, Carlsbad, Ca. 92008 (DSI PROJECT NO. 04101.00) FEBRUARY 9, 2004 TABLE OF CONTENTS ITEM DESIGN CRITERIA: FRAMING CALCS: STAIRS BEAMS POST LOAD TABLE POSTS & COLUMN FOOTINGS LATERAL LARGE MEZZ MEDIUM MEZZ SMALL MEZZ PAGE 1-2 3-31 3-7 , 8-15 16 17-27 28-31 32-2 35-39 40-41 42-43 >c NOTE TO PLAN CHECKER: THE MEZZANINE JOISTS, BEAMS AND POSTS ARE PER CALC PACKAGE BY TRUSJOIST (TO BE PROVIDED BY THE OWNER). THE MEZZANINES WE&E 80% FRAMED WITH FOOTINGS ALREADY INSTALLED PRIOR TO STOP WORK NOTICE BY CITY OF CARLSBAD, WHICH IS THE REASON FOR THE APPROACH IN THE CALCS TO MAKE MOST USE OF EXISTING CONSTRUCTION. C DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB.c. Meet OH I SHEET NO..OF. CALCULATED BY- CHECKED BY _DATE SCALE 1*9 o 4. I' : « - . r ri rr r rI r r• r r /tROUZI • Project: PalomarTech C&NSULTING Job #: 98211 §4G1NEERS, INC. . . Date: April '98 46959 Bernardo Center Drive, Suite 216 " San Diego, California 921 28 (t t f Phone (619) 485-6227, Fax (619) 485-6201 4ti&*^~ l3 ^ ^ DESIGN LOADS Roof Beams & Purlins Above Warehouse: Dead Load Roofing Framing Plywood Insulation . : . Misc TOTAL Above Office: Dead Load Roofing Framing Plywood Insulation Ceiling Misc TOTAL Roof Sub-Durlins Dead Load Roofing Framing Plywood . . . Insulation Misc TOTAL Roof Members Live Load 0 - 200 sq. ft 201 - 600 sq. ft Over 600 sq. ft. Floor Members Office Dead Load Partition Load Live Load Concentrated Load Storage Dead Load Live Load Concentrated Load Center By: 6.0 3.5 1.5 0.5 1.5 13,0 6.0 3.5 1.5 0.5 2.0 1.5 15.0 6.0 1.5 1.5 0.5 1.5 11.0 20 16 12 25 20 80 per 25 125 per -•» psf psf psf psf psft psf psfr psf psf ... psf~ psf psf usage psf psf usage DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. H r^u'V*- ' UU f?- ^ (i^J t lo» J)t 4 IIV Ml. DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www .surfdsi .com Title: Dsgnr: Description Scope: Job* Date: 9:32AM, 9 FEB 04 R»U: 560100 UMI: KV-0602938. V« 5,5.0,2S-S*p-2QOt (o)1983-M01 ENERCALC EnginMrtng Software General Timber Beam Page 1 e^eSRetwcite jobi inwon CQ mez!.eew:ST AIR Description microlam stringer© 16"o/c 18ft r r i r r r r r r r r r r ,r T General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements | Section Name 2x14 . • v Beam Width [ 1 .750 in / Beam Depth |j3.250 in / Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Center Left Cantilever Right Cantilever Sawn 1.000 Pin-Pin Loads DL DL DL Center Span Left Cantilever Right Cantilever1 — " ^_ Tftis's Jo'iSPTvlacMlliar Fb Base Allow Fv Allow Fc Allow E 13.00#/ft LL #ffi LL#ffl LL 18.00ft Lu 0.00 ft ft Lu 0.00 ft f» ,„ '" nnnft ,,MicroLam1.9E| jr/ftpm. 2,505.0 psi s**1* 285.0 psi 750.0 psi Repetitive Member 1 ,900.0 ksi 133.00 #/ft #/ft #/ft 1 1 Summary | Span* 18.00ft, Beam Width = 1 Max Stress Ratio Maximum MomentAllowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,843.27 psi Fb 3,289.00 psi Deflections 750in x Depth = 9.25in 0.864 ; 1 5.9 k-ft 6.8 k-ft 5.91 k-ft at , Ends are Pin-Pin Maximum Shear * 1 9.000 ft Allowable Shear: O.OOk-ft at 18.000ft 0.00 k-ft 0.00 k-ft 6.84 fv 11 2.02 psi Fv 285.00 psi Reactions... LeftDL Right DL Camber: 0.12 k 0.12k 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 1.8 k 4.6 k 1.31 k 1.31 k 0.000 in 0.210 in 0.000 in 1.31 k 1.31k li Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. @ Center @Left @ Right Stress Calcs Bending Analysis Ck 21.924 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing® Supports Max. Left Reaction Max. Right Reaction Dead Load -0.1 40 In 9.000 ft 1,542.7 Defl ) ... 0.210 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 5.91 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.81 k 6v363 in2 285.00 psi 1.31 k 1.31 k Total Load Left Cantilever... -1.572 in Deflection 9.000 ft ...Length/Defl 137.36 Rignt cantilever... Deflection ...Length/Defl Sxx 24.956 in3 Area Cl 0.000 SxxReg^d 21.57in3 0.00 in3 0.00 in3 @ Right Support 1.81 k 6.363 if12 285.00 psi Bearing Length Req'd Bearing Length Req'd Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 1 16.188 in2 Allowable fb 3,289.00 psi 3,289.00 psi 3,289.00 psi 1.001 in 1.001 in rjsr DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfd3i.com Title: Dsgnr: Description: Scope: Job* Date: 9:32AM, 9 FEB 04 R*U; 550100 User: KV-OS02938, V*i 5,5.0,2S-S»-200t (0)1993-2001 EWERCALC Enfllntttlnfl Software General Timber Beam Page 1 r ) Description header @ med mezz stairs 4ft r r r t r General Information Section Name 4x8 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Calculations are designed to 1997 NDS and 1997 UBC Requirements jj 3.500 in 7.250 in Sawn 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir -Larch, Fb Base Allow Fv Allow Fc Allow E 4,00ft Lu ft Lu ft Lu No.1 1 ,000.0 psi 95.0 psi 625.0 psi 1 ,700.0 ksi 0.00ft 0.00 ft 0.00ft Full Length Uniform Loads | Center DL Left Cantilever DL Right Cantilever DL 90.00 #ffi LL #/ft LL #/ft LL 900.00 #/ft #/ft #/ft r r r r r r (Summary | Span= 4.00ft, Beam Width = Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 774.91 psi Fb 1.300,00 psi Beam Design OK 3.500inx Depth = 7.25in 0.867 ; 1 2.0 k-ft 3.3 k-ft 1.98 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 3.32 fv 82.40 psi Fv 95.00 psi Ends are Pin-Pin Maximum Shear* 1 2.000 ft 4.000 ft Reactions... LeftDL Right DL Allowable Shear: Camber: 0.18 k 0.18k 5 ©Left @ Right ©Left @ Center @ Right Max Max 2.1 k 2.4 k 1.98 k 1.98k 0.000 in 0.004 In 0.000 in 1.98 k 1.98k Deflections Center Span... Deflection ...Location ...Length/Defl Camber { using 1.6 * D.L. @ Center ©Left @ Right Dead Load -0.003 in 2.000 ft 17,495.9 Defl ) ... 0.004 in 0.000 in 0.000 in Total Logd. -0.030 in 2.000 ft 1,590.54 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load, 0.000 in 0.0 0.000 in 0.0 Stress Calcs r r r Bending Analysis Ck 33.438 Le Cf 1.300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 1.98 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 2.09 k 22.009 in2 95.00 psi 1.98 k 1.98 k Sxx 30.661 in3 Cl 0.000 Sxx Rea'd 18.28 in3 0.00 tn3 0.00 in3 @ Right Support 2.09k 22.009 in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,300.00 psi 1,300.00 psi 1,300.00 psi 0.905 In 0.905 in DUNN SAVOIE INCORPORTATED 908 S Cleveland Sir Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description: Scope: Job* Date: 9:32AM, 9 FEB 04 HOBO U*«: K V-0602938. V»r 5.5,0.26-Sip-£001 [c]1983-gQQlENERCAlCEnflin«>tlna Soft-tut General Timber Beam Page 1 Description stringer® 16"o/c 12ft r r ir General Information Section Name 2x14 . Beam Width 3.00 Beam Depth 7.00 Member Type "Saw LoadDur. Factor 1.0( Beam End Fixity Pin-F Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Calculations are designed to 1997 NDS and 1997 UBC Requirements | — Center Span 0 in Left Cantilever 0 in Right Cantilever „ n •*-:" ""~ '™~ UQualfls Fir - I arm Fb Base Allow 0 Fv Allow 'in Fc Allow E 13.00#/ft LL #/ft LL #/ft LL 12.00ft .. ft . . ft .. No 2*)875.0 psi 95.0 psi 625.0 psi 1 ,600.0 ksi 133.00 #/ft #ffi#m . . .Lu 0.00 ft . . .Lu 0.00 ft . . .Lu 0.00 ft Repetitive Member \ I- r 1 Summary |Beam Design OK Span= 12.00ft, Beam Width = S.OOOin x Depth = 7. in, Ends are Pin-Pin Max Stress Ratio 0.984 : 1 Maximum MomentAllowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,287,18 psi Fb 1,308.13 psi 2.63 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 2.67 fv Fv 2.6 k-ft 2.7 k-ft at at 56.56 psi 95.00 psi Maximum Shear * 6.000 ft 0.000 ft Reactions... LettDL Right DL Allowable Shear: Camber: 0.08 k 0.08k 1.5 @Left @ Right ©Left @ Center @ Right Max Max 1.2 k 2.0 k 0.88 k 0.88k 0.000 in 0.066 in 0.000 in 0.88* 0.88k Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5* @ Center @ Left @ Right Dead Load -0.044 in 6.000ft 3,257.4 D.L. Deft ) ... 0.066 in 0.000 in 0.000 in Total Load -0.496 in 6.000ft 290.05 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs r Bending Analysis Ck 34.680 Le Cf 1.300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max, Right Reaction 0.000 ft 0.000 Max Moment 2.63' k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.19 k 1Z.504 th2 95.00 psi 0.88 k 0.88 k Sxx 24.500 in3 Cl 0.000 Sxx Reo'd 24.11 in3 0.00 in3 0.00 In3 @ Right Support 1.19k 12.504 Iri2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 21.000 in2 Allowable fb 1,308.13 psi 1,308.13 psi 1,308.13 psi 0.467 in 0.467 in DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceans ide, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description Scope: Job# Date: 9:32AM, 9 FEB 04 Rev: 550100Us*r: KV-06Q2S38. V»i 5.5,0.25-S*p-2W1 (Ojt983-2001ENERCALC Ing!nt*rlng Software General Timber Beam Page 1 Description landing bm @ large mezz stairs 4.5ft General Information Section Name 4x8 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Calculations are designed to 1997 NDS and 1997 UBC Requirements | 3.500 in 7.250 in Sawn 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir -Larch, Fb Base Allow Fv Allow Fc Allow E 78.00 #ffi LL #/ft LL #/ft LL 4.50ft Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft No.1 1,000. Op Si 95.0 psl 625.0 psi 1, 700.0 ksi 775.00 #ffi #/ft#m \ r r 1 Summary | Span= 4.50ft, Beam Width = Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 845.03 psi Fb 1,300.00 psi Beam Design OK 3.500in x Depth = 7.25in 0.879 ; 1 2.2 k-ft 3.3 k-ft 2. 16 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 3.32 fv 83.50 psi Fv 95.00 psi Ends are Pin-Pin Maximum Shear * 1 2.250 ft 4.500 ft Reactions... LeftDL Right DL Allowable Shear: Camber: 0.18 k 0.18k 5 ©Left @ Right @Left @ Center @ Right Max Max 2.1 k 2.4 k 1.92 k 1.92k 0.000 in 0.006 in 0.000 in 1.92 k 1.92k r Deflections r r Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. @ Center ©Left @ RigM Dead Load -0.004 in 2.250 ft 14,178.4 Deft ) ... 0.006 in 0.000 in 0.000 in Total Load -0.042 in 2.250 ft 1,296.50 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 In 0.0 Stress Calcs r Bending Analysis Ck 33.438 Le . Cf 1.300 Rb @ Center @ Left Support @ Right Support .Shear Analysis Design Shear Area Required Fv: Allowable Beartng-@€upports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 2.16 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 2.12 k 22.304 in2 95.00 psi 1.92 k 1.92 k Sxx 30.661 in3 C( . 0.000 Sxx Req'd 19.93 in3 0.00 in3 0.00 In3 L @ Right Support 2.12k 22.304 in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Ajlovyable fb 1,300.00 psi 1,300.00 psi 1,300.00 psi 0.877 in 0.877 in r JOB./ a 1 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO..& CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. f J.M fA-r) •'(•t? f i'6s+ii,) jrr DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description Scope: Job# Date: 9:42AM, 9 FEB 04 °\ R*« .960100 User: KV-0602938. V*r 5,5.0,25-S*p.20D1 [011983.2001 ENERCALC Enginctfing Softww*General Timber Beam Page 1 Description block out header @ med mezz 6ft h * r r r r General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements | Section Name 4x14 Beam Width 5.000 in Beam Depth 13.250 in Member Type Sawn Load Our. Factor 1 .000 Beam End Fixity Pin-Pin Full Length Uniform Center Left Cantilever Right Cantilever Loads DL DL DL Center Span Left Cantilever Right Cantilever Douglas Fir - Larch Fb Base Allow Fv Allow Fc Allow E 225.00 #/ft LL #/ft LL #/ft LL 6.00ft Lu 0.00ft ft Lu 0.00 ft ft Lu 0.00 ft No.1 1 ,000.0 psi 95.0 psi 625.0 psi 1, 700.0 ksi 1,875.00 #ffi #/ft#m \ 1 Summary | Span= 6.00ft. Beam Width Max Stress Ratio Maximum MomentAllowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max, M allow fb 775.11 psi Fb 989.05 psi = S.OOOin x Depth = 13.25in, Ends are Pin-Pin 0.949 ; 1 9.4 k-ft 12.1 k-ft 9.45 k-ft 0.00 k-ft 0.00 0.00 12.06 fv Fv k-ft k-ft at at 90.1 5 psi 95.00 psi Maximum Shear * Allowable 3.000ft 6.000 ft Reactions... LeftDL Right DL Shear: Camber: 0.67 k 0.67k Beam Design OK 1.5 ©Left @ Right ©Left @ Center @ Right Max Max 6.0 k 6.3 k 6.30 6.30 0.000 0.006o.ooo k k in in in 6.30 k 6.30k [Deflections Stress Calcs Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.5 * D.L. @ Center @Left @ Right Dead Load -0.004 in 3.000 ft 18,082.5 Defl ) ... 0.006 in 0.000 in 0.000 in Total Load -0.037 in 3.000 ft 1 ,937.41 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Bending Analysis Ck 33.438 Le Cf 0.989 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area^Requlred Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 9.45 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 5.97k 62.867ih2 95.00 psi 6.30 k 6.30 k Sxx 146.302 in3 Cl 0.000 Sxx Req'd 1 14.66 in3 0.00 In3 0.00 in3 @ Right Support 5.97k 62:867 in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 66.250 in2 Allowable fb 989.05 psi 989.05 psi 989.05 psi 2.016 in 2.016 in r r r r r r r DUNN SAVOIEINCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsl.com Title: Osgnr: Description: Scope: Job# Date: 9:42AM, 9FEB04 6GOIOOU**r: KW-0602938, Vtr S.G.0.25-S*p-i001 [0)1983-2001 ENERCALC EnghtMbq Softvar*General Timber Beam Page 1 Description large mezz InA' 7.5ft General information Calculations are designed to 1997 NDS and 1997 UBC Requirements | Section Name Prllm: 3.5x11.875 Beam Width 3.500 in Beam Depth 1 1 .875 in Member Type Sawn Load Dur. Factor 1 .000 Beam End Fixity Pin-Pin Full Length Uniform Center Left Cantilever Right Cantilever Loads DL DL DL Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E 255.00 #/ft LL 2 #/ft LL #/ft LL 7.50ft Lu ft Lu ft Lu MicroLam 1.9E 2,600.0 psi 285.0 psi 750.0 psi 1, 900.0 ksl 125.00 #/ft #/ft #/ft 0.00ft 0.00ft 0.00 ft 1 r 1 Summary | Span= 7.50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,441. 22 psi Fb 2,600.00 psi Beam Design OK = 3,500in x Depth « 11.875in, Ends are Pin-Pin 0.939 ; 1 16.7 k-ft 17.8 k-ft 16.73 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 17.82 fv 239.65 psi Fv 285.00 psi Maximum Shear * 1 3.750ft 0.000 ft Reactions... LeftDL Right DL Allowable Shear: Camber: 0.96 k 0.96k 5 @Left @ Right ©Left @ Center @ Right Max Max 10.0 k 11.8 k 8.92 k 8.92k 0.000 in 0.029 in 0.000 in 8.92 k 8.92k Deflections r r r r r Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.6 * D.L. @ Center @Left @ Right Dead Load -0.020 in 3.750ft 4,600.7 Defl ) ... 0.029 in 0.000 in 0.000 in Total Load -0.183 in 3.750 ft 492.94 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl DeadLoad 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 21.924 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 16.73 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 9.96k 34.^8 m2 285.00 psi 8.92 k 8.92 k Sxx 82.259 in3 Cl 0.000 Sxx Rea'd 77.24 in3 0.00 in3 0.00 in3 @ Right Support 9.96k 34.948 In2 285.00 psi Bearing Length Req'd Bearing Length Req'd Area 41.563 in2 Allowable fb 2,300.00 psi 2,600.00 psi 2,600.00 psi 3.400 in 3.400 in r r DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanslde, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Osgnr: Description: Scope: Job# Date: 9:42AM, 9 FEB 04 R*v: 550100 U»f: KV-0602936. Vt r 5.5.0,2E-S*p-2001 (c)1983-2001 ENEBCALC Engineering So»w«r«General Timber Beam Page 1 Description large mezz lnA.5 stair header 4.5ft r r r i. r General Information Section Name 4x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Calculations are designed to 1997 NDS and 1997 UBC Requirements | 3.500 in 11. 250 in Sawn 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 4.50ft Lu ft Lu ft Lu No.1 1,000.0 psi 95.0 psf 625.0 psi 1, 700.0 ks! 0.00ft 0.00ft 0.00 ft Full Length Uniform Loads 1 Center DL Left Cantilever DL Right Cantilever DL 1 58.00 #/ft LL #/ft LL #/ft LL 1,413.00 #/ft #/ft #/ft r r r r r 1 Summary | Span= 4.50ft, Beam Width Max Stress Ratio Maximum MomentAllowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 646.35 psi Fb 1,1 00.00 psi Deflections = 3.500inx Depth- 11. 25Jn 0.828 ; 1 4.0 k-ft 6.8 k-ft 3.98 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 6.77 fv 78.64 psi Fv 95.00 psi Ends are Pin-Pin Maximum Shear * 1 2.250 ft 4.500 ft Reactions... LeftDL Right DL Allowable Shear; Camber: 0.36 k 0.36k 5 ©Left © Right ©Left @ Center @ Right Max Max Beam Design OK 3.1 k 3.7 k 3.53 k 3.53k 0.000 in 0.003 in 0.000 in 3.53 k 3.53k 1 Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. @ Center ©Left @ Right Dead Load -0.002 in 2.250 ft 26,152.2 Defl ) ... 0.003 in 0.000 in 0.000 in Total Load -0.021 in 2.250 ft 2,630.20 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 TotalLoad 0.000 in 0.0 0.000 in 0.0 Stress Calcs r r r Bending Analysis Ck 33,438 Le Cf 1.100 Rb @ Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ©Supports Max. Left Reaction Max. Right Reaction 0.000ft 0.000 Max Moment 3.98 k-ft 0.00 k-ft 0.00 k-ft © Left Support 3.10k 32.594" ih2 95.00 psi 3.53k 3.53k Sxx 73.828 tn3 Cl 0.000 Sxx Rea'd 43.38 in3 0.00 in3 0.00 in3 © Right Support 3.10k 32.594 in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 39.375 in2 Allowable fb 1,100.00 psi 1,100.00 psi 1,100.00 psi 1.616 in 1.616 in DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title : Dsgnr: Description: Scope: Job# Date: 9:42AM, 9FEB04 Re« .660100 _ . _. . _General Timber Beam Page 1 1 CirtcS&enerftalc iobnm!iiQncQm«z,eetf Yearns I Description large mezz In5.5 stair header 4.5ft r r r r r r r r r r r r r r r r General Information Section Name 4x8 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Calculations are designed to 1997 NDS and 1997 UBC Requirements | 3.500 in 7.250 in Sawn 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 4.50ft Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft N0.1 1,000.0 psi 95.0 psl 625.0 psi 1, 700.0 ksi Full Length Uniform Loads | Center DL Left Cantilever DL Right Cantilever DL 75.00 #/ft LL #ffi LL #ffi LL 725.00 #/ft #/ft #/ft 1 Summary | Span= 4.50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 792.53 psi Fb 1,300.00 psi Deflections = 3.500in x Depth = 7.25in, 0.824 ; 1 2.0 k-ft 3.3 k-ft 2.02 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 3.32 fv 78.31 psl Fv 95.00 psi Ends are Pin-Pin Maximum Shear * 1 Allowable 2.250 ft 0.000 ft Reactions... LeftDL Right DL Shear: Camber: 0.17 k 0.17k 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 2.0 k 2.4 k 1.80 k 1.80k 0.000 in 0.005 in 0.000 in 1.80 k 1.80k \ Center Span... Deflection ...Location .., Length/Defl Camber ( using 1 .5 * D.L. @ Center ©Lett @ Right Dead Load -0.004 in 2.250 ft 14,745.5 Deft ) ... 0.005 in 0.000 in 0.000 in Total Load -0.039 in 2.250 ft 1,382.40 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 33.438 Le Cf 1 .300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv; Allowable Bearing (gTSupports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 2.02 k-ft 0.00 k-tto.oo k-n @ Left Support 1.99k 20.918 in2 95.00 psi 1.80k 1.80k Sxx 30.661 in3 Cl 0.000 Sxx Rea'd 18.69 in3 0.00 in3 0,00 in3 @ Right Support 1.99k 20.918 in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,300.00 psi 1,300.00 psi 1,300.00 psi 0.823 in 0.823 in r r r r DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsl.com Title: Dsgnr: Description Scope: Job* Date: 9:42AM, 9FEB04 Rtv; SQOtOO User: KW-GG02938. V« 5,5.0.25-Sw-2001 General Timber Beam Page 1 v\t eKjgnetcjlft jobtmijir on co m«z.*cw;Be«nt Description landing bm btwn med & sml mezz 11ft r r r General Information Section Name 4x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Calculations are designed to 1997 NDS and 1997 U8C Requirements | 6.500 in 9.250 in Sawn 1.000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 35.00 #/ft LL #ffl LL #ffi LL 11.00ft Lu ft Lu ft Lu No.1 1 ,000.0 psi 95.0 psi 625.0 psi 1, 700.0 ksl 125.00 #/ft #/ft #/ft 0.00ft 0.00ft 0.00ft i , Trapezoidal Loads #1 DL @ Left DL @ Right 1 Summary [ Span* 1 1 .00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 845.63 psi Fb 1.000.00 psi Deflections 55.00 #/ft 55.00 #/ft LL @ Left LL @ Right = 6.500m x Depth = 9.25in, 0 6.53 k-ft -0.00 k-ft 0.00 k-ft 0.00 k-ft 7.72 fv Fv 846 ; 1 6.5 k-ft 7.7 k-ft 775.00 775.00 Ends are Pin-Pin #/ft Start Loc 7 #m End Loc 11 Maximum Shear* 1.5 at 7.348 ft Allowable Shear: at 11.000ft 71 .25 psi 95.00 psi Reactions... LeftDL Right DL Camber: 0.23 k 0.37k ©Left @ Right @Left @ Center @ Right Max Max 000 ft 000 ft Beam Design OK 4.3 k 5.7 k 1.48 k 3.60k 0.000 in 0.035 in 0.000 in 1.48 k 3.60k 1 Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. @ Center @Left @ Right Dead Load -0.023 in 5.676 ft 5,727.2 Defl ) ... 0.035 In 0.000 In 0.000 in Total Load -0.182 in 5.896 ft 725.67 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 33.438 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 6.53 k-ft 0.00 k-ft 0.00 k-ft ©Left Support 2.05k 21 .536 in2 95.00 psi 1.48k 3.60 k Sxx 92.693 in3 Cl 0.000 Sxx Rea'd 78.38 in3 0.00 ih3 0.00 In3 @ RiglTf Support 4.28k 45.092 in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 60.125 in2 Allowable fb 1 ,000.00 psi T,000.00"psi 1,000.00 psi 0.365 in 0.885 in r r DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description : Scope: Job* Date: 9:42AM, 9 FEB 04 R»vi 550100Uitc KV-WQ2938. V*i S.S.Q.25-Sep-2Q01 (0)1383-2001 ENERCALC Engineering Software General Timber Beam Page 1 Description edgebm@GLC.5 11ft r r r General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements jj Section Name TmbrStrnd: 4x12 Beam Width 3.500 in Beam Depth 1 1 .250 in Member Type Sawn LoadDur. Factor 1.000 Beam End Fixity Pin-Pin Full Length Uniform Center Left Cantilever Right Cantilever Loads DL DL DL Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan Fb Base Allow Fv Allow Fc Allow E 88.00 #/ft LL #/ft LL #/ft LL 11.00ft Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft TimberStrand 1 . 2,250.0 psi 285.0 psi 650.0 psi 1, 500.0 ksi 563.00 #/ft #ffi #/ft | 1 Summary | Span= 1 1 .00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,600.43 psi Fb 2,250.00 psi Deflections Beam Design OK = 3.500in x Depth = 11.25m, Ends are Pin-Pin 0.711 ; 1 9.8 k-ft 13.8 k-ft 9.85 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 13.84 fv 11 3.48 psi Fv 285.00 psi Maximum Shear * 1 Allowable 5.500 ft Shear: 0.000 ft Camber: Reactions... LeftDL 0.48 k Right DL 0.48 k 5 ©Left @ Right ©Left @ Center @ Right Max Max 4.5 k 11.2 k 3.58 k 3.58k 0.000 in 0.070 in 0.000 m 3.58 k 3.58k 1 Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. @ Center ©Left @ Right Dead Load -0.047 in 5.500 ft 2,836.5 Defl ) ... 0.070 in 0.000 in 0.000 in Total Load -0.344 in 5.500 ft 383.43 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Loaij 0,000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Gales Bending Analysis Ck 20.940 Le Cf 1 .000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing |ij "Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 9.85 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 4.47k 15.679 ih2 285.00 psi 3.58k 3.58 k Sxx 73.828 in3 C! 0.000 Sxx Req'd 52.51 in3 0.00 in3 0.00 in3 @ Right Support 4.47k 15.679 in2 285.00 psi Bearing Length Req'd Bearing Length Req'd Area 39.375 in2 Allowable fb 2,250.00 psi 2,250.00 psi 2,250.00 psi 1.574 in 1.574 in r DUNN SAVOIE INCORPORATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description Scope: Job* Date: 9:42AM, 9FEB04 RW; 560WOUs«: KW-06Q2938. V*r 5.5.0,2B-S»L-2001 General Timber Beam Page 1 Description mezz joist at GLC-C.5 9ft r r General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements jj Seam Width Member Type Load Dur. Factor Beam End Fixity 1.500 in 9 250 in Sawn 1.000 Pin-Pin Left Cantilever Douglas Fir - Larch Fb Base Allow Fv Allow Fc Allow E 9.00ft . . ft .. ft . . No.2 875.0 psi 95.0 psi 625.0 psi 1 ,600.0 ksi . .Lu .. ,Lu . LU 0.00 ft 0.00 ft 0.00 ft Repetitive Member Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 20.00 #ffi #ffi #ffi LL LL LL 167.00 #ffi #/ft #ffi 1 Summary | Span= 9.00ft, Beam Width = Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 1,062.17 psi Fb 1,106.88 psi Beam Design OK 1 .SOOin x Depth = 9.25in Ends are Pin-Pin 0.960 ; 1 1.89k-ft 0,00 k-ft 0.00 0.00 1.97 fv Fv k-ft k-ft 1.9 k-ft 2.0 k-ft at at 75.69 psi 95,00 psi Maximum Shear * 1 4.500ft 9.000 ft Reactions... LeftDL Right DL Allowable Shear: Camber: 0.09 k 0.09k 5 ©Left © Right @Left © Center @ Right Max Max 1.1 k 1,3 k 0.84 0.84 0.000 0.028 0.000 0.84 k k in in in k 0.84k Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. @ Center ©Left © Right Dead Load -0.019 in 4.500 ft 5,790.4 Defl ) ... 0.028 in 0.000 in 0.000 in Total Load -0.1 74 in 4.500 ft 619.29 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0,0 0.000 in 0.0 Total load 0.000 in 0.0 0.000 in 0.0 Stress Calcs I Bending Analysis Ck 34.680 Le Cf 1.100 Rb @ Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max, Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 1.89 k-ft 0.00 k-ft 0.00 k-ft © Left Support 1.05k 11.055 in2 95.00 psi 0.84 k 0.84k Sxx 21.391in3 Ci 0.000 Sxx Rea'd 20.53 in3 0.00 in3 0.00 in3 © Right Support 1.06k 11.Q55-in2 95.00 psi Bearing Length Req'd Bearing Length Req'd Area 13.875 in2 Allowable fb 1,106.88 psi 1,106.88 psi 1,106.88 psi 0.898 in 0.898 in DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO.. CHECKED BY. / E-OF. DATE. DUNN SAV01E INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 96Q-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB. SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF. DATE. DATE. t 1 ~FU (« •5 ! ^^^^^^— —•v; 990100Itr:KW-Q602938. )198^200tENER( DUNN SAVOIE INCORPORATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax Title: Dsgnr: Description : Scope : SSSSSffi^. Timber Column Design Job # / / Date: 9:48AM, 9 FEB 04 Page 1 | ort«E5^n*itilo iobslmgron CD me:t.tcw:Dou3 1 Description Large Mezz post @ GL A'-8.6 & 9 4x4+2-2x4s & brace at 9.7ft to bm General Information Wood Section Rectangular Column Column Depth Width Sawn Calculations are designed to 1997 NDS and 1997 UBC Requirements | 4x6 6.50 in 3.50 in Total Column Height Load Duration Factor Fc Fb E - Elastic Modulus Douglas Fir - Larch, No.1 14.70 ft 1.00 1, 500.00 psi 1 ,000.00 psi 1 ,700 ksi Le XX for Axial LeYY for Axial Lu XX for Bending 14.70 ft 9.70ft 0.00 ft Loads Axial Load Eccentricity Dead Load 2,800.00 Ibs O.OOOin Live Load 6,900.00 Ibs Short Term Load 0.00 Ibs 1 Summary | Using : 4x6, Width= fc : Compression Fc : Allowable fbx : Flexura! F'bx : Allowable Interaction Value 3.50in, Depth= 6.50in, DL + LL - 426.37 psi 428.99 psi 0.00 psi 1,299.89 psi 0.9939 Total Column Ht= 14.70ft DL + LL + ST 426.37 psi 428.99 psi 0.00 psi 1,299.89 psi 0.9939 Column OK DL + ST 123.08 psi 428.99 psi 0.00 psi 1,299.89 psi 0.2869 Stress Details Fc: X-X Fc: Y-Y F'c: Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 614.01 psi 428.99 psi 428.99 psi 428:99 psi 1,299.89 psi 1,299.89 psi For Bending Stress Calcs. Maxk'Lu/d Actual k*Lu/d Min. Allow k*Lu / d Cf: Bend ing Rb : (Le d / bA2) A.5 For Axial Stress Calcs... Cf: Axial Axial X-X kLu/d Axial Y-Y k Lu / d 50.00 22.59 11.00 1.300 1.000 1.050 27.14 33.26 r r r DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title : Dsgnr: Description : Scope : Job# Date: 10:02AM, 9 FEB 04 Rw"«QWOL)!Timbor Column Design Page 1 Description Large Mezz post® GLA.5-1 4x6 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements I r r Wood Section Rectangular Column Column Depth Width Sawn 4x6 Total Column Height Load Duration Factor 5.50 in Fc 3.50 in Fb E - Elastic Modulus Douglas Fir - Larch, No.1 14.70 ft 1.00 1,500.00 psi 1,000.00 psi 1,700ksi Le XX for Axial LeYY for Axial Lu XX for Bending 14.75 ft 14.70 ft 0.00ft Loads | Axiaf Load Eccentricity Dead Load 467.00 Ibs 0.000 in Live Load 3,152.00 Ibs Short Term Load 0.00 Ibs r r r Summary Column OK Using : 4x6, Width= fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value 3.50in, Depth= 5.50in, DL + LL 188.00 psi 195.52 psi 0.00 psi 1,299.89 psi 0.9615 Total Column Ht= 14.70ft DL + LL + ST 1 88.00 psi 195.52 psi 0.00 psi 1,299.89 psi 0.9615 DL + ST 24.26 psi 195.52 psi 0.00 psi 1, 299.89 psi 0.1241 Stress Details r r r r r r r r Fc: X-X Fc: Y-Y F'c: Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 457.36 psi 195.52 psi 195.52 psi 195.52 psi 1,299.89 psi 1,299.89 psi For Bending Stress Calcs. Max k*Lu / d Actual k'Lu/d Min. Allow k*Lu/d Cf: Bending Rb:(Led/bA2)A.5 For Axial Stress Calcs... Cf: Axial Axial X-X k Lu / d Axial Y-Y kLu/d 50.00 22.59 11.00 1.300 1,000 1.100 32.18 50.40 DUNN SAVO1E INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description Scope: Job# Date: 9:48AM, 9FEB04 560100 U«r:KV-060i338, V« 5,S.O,2E-S»p-2001(0)1983-2001 ENERCALC Engkwtihg Sof tww*Timber Column Design Page 1 Description Large Mezz post @ GL B- 5.5 & 6.7 4x4 plus two 2x4s and brace at 10ft r r r r General information Wood Section Rectangular Column Column Depth Width Sawn Calculations are designed to 1997 NDS and 1997 UBC Requirements jj 4x4 Total Column Height Load Duration Factor 3.50 in PC 6.50 in Fb E - Elastic Modulus Douglas Fir - Larch, No.1 14.70 ft 1.00 1,500.00 psi 1,000.00 psi 1,700 ksi Le XX for Axial Le YY for Axial Lu XX for Bending 9.95ft 14.70ft 0.00ft Loads | Axial Load Eccentricity Dead Load 2,560.00 Ibs 0.000 in Live Load 6,440.00 Ibs Short Term_Load__ 0.00 Ibs r r 1 Summary | Using : 4x4, Width= fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value 6.50in, Depth= 3.50in, DL + LL 395.60 psi 407.78 psi 0.00 psi 1,000.00 psi 0.9701 Total Column Ht= 14.70ft DL + LL + ST 395.60 pst 407.78 psi 0.00 psi 1,000.00 psi 0.9701 Column OK DL + ST 11 2.53 psi 407.78 psi 0.00 psi 1,000.00 psi 0.2760 Stress Details j Fc : X-X 407.78 psi Fc:Y-Y 609.16 psi F'c : Allowable 407.78 psi F'ciAllow * Load Dur Factor 407.78 psi F'bx 1,000.00 psi F'bx * Load Duration Factor 1,000.00 psi For Bending Stress Calcs. Max k*Lu / d Actual k'Lu/d Min. Allow k*Lu/d Cf: Bend ing Rb : (Le d / bA2) A.5 For Axial Stress Calcs... Cf: Axial Axial X-X k Lu / d Axial Y-YkLu/d 50.00 22.59 11.00 1.000 1.000 1.000 34.11 27.14 r r r r r r Ir t ]!• • DUNN SAVOIE INCORPORTATED Title : Job # 908 S Cleveland Str Ds9nr: Date: 9;48AM- 9 ™« ... « «„„„,. Description:Oceanside, Ca 92054 760-966-6355/6360 fax Scope , www.surfdsl.com RfV: 550100Us»r: KV-0602938, V*r S.S.0,25-S»p-2001 i. jojjgggJMH BVIERCALC Enuring Softume Timber Column Design Page Description Large Mezz post @ GL B- 6.1 4x4 w/ 2-2x4 ea side brace at 8.45ft r r r r r r ri r General Information Wood Section Rectangular Column Column Depth Width Sawn Calculations are designed to 1997 NDS and 1997 UBC Requirements \ 4x10 Total Column Height Load Duration Factor 9.50 in Fc 3.50 in Fb E - Elastic Modulus Douglas Fir - Larch, No.1 14.70 ft 1.00 1,500.00 psi 1,000.00 psi 1 ,700 ksi Le XX for Axial LeYY for Axial Lu XX for Bending 14.70ft 8.45ft 0.00ft Loads | Axial Load Eccentricity Dead Load 5,100.00 Ibs 0.000 in Live Load 12,900.00 Ibs Short Term Load 0.00 Ibs 1 Summary | Using : 4x1 0, Width= fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value Stress Details 3.50in, Depth= 9.50in, DL-t-LL 541 .35 psi 545.32 psi 0.00 psi 1,199.90 psi 0.9927 Total Column Ht= 14.70ft DL + LL + ST 541. 35 psi 545.32 psi 0.00 psi 1,199.90 psi 0.9927 Column OK DL + ST 153.38 psi 545.32 psi 0.00 psi 1,199.90 psi 0.2813 1 Fc:X-X 1,029.20 psi Fc : Y-Y 545.32 psi F'c : Allowable 545.32 psi F'cAIIow * Load Dur Factor 545.32 psi F'bx 1,199.90 psi F'bx * Load Duration Factor 1,199.90 psi r r r r For Bending Stress Calcs. Max k*Lu / d Actual k*Lu/d Min. Allow k*Lu/d Cf: Bending Rb:(Led/bA2)A.5 For Axial Stress Calcs... Cf: Axial Axial X-X k Lu / d Axial Y-Y k Lu / d 50.00 22.59 11.00 1.200 1.000 1.000 18.57 28.97 r r DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSfDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEETNO CALCULATED BY CHECKEDBY SCALE S±V/I OF OAT* DATE 7^*0 r r r r r r •^ V ^ DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanslde, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title : Dsgnr: Description Scope : Job* Date: 10:20AM, 9FEB04 Rttt .550100u»r:Kw-oettt33e.v*rs.5.o.25-s*p.2ooi (0)1983-2001 ENERCALCEnglnwrlngSoftvtr* _ . . _ . .Timber Cofurnni MIIWWI wviuiMM Page 1 Description Small Mezz post @ GL 16 -4x6pl -11.2k (8ft) r General Information Calculations are designed to 1997 NOS and 1997 UBC Requirements r r r r r r r Wood Section MicroLam: 3.5x5 Rectangular Column Column Depth Width Manuf 5.25 in 3.50 in Total Column Height Load Duration Factor Fc Fb E - Elastic Modulus 10.50ft 1.00 1 ,600.00 psi 2,900.00 psi 2,000 ksi Le XX for Axial Le YY for Axial Lu XX for Bending 0.00ft 8.00ft 0.00ft Truss Joist - MacMillan, Parallam 2 Loads Axial Load Eccentricity Dead Load 5,300.00 Ibs 0.000 in Live Load 12,050.00 Ibs Short Term Load 0.00 Ibs I Summary |Column OK Using : MicroLam: 3.5x5.5, Width= 3.50in, Depth= 5.25in, Total Column Ht= 10.50ft DL + LL PL + LL + ST DL + ST fc: Compression 944.22 psi 944.22 psi 288.44 psi Fc: Allowable 964.72 psi 964.72 psi 964.72 psi fbx : Flexural F'bx: Allowable Interaction Value 0.00 psi 2,899.65 psi 0.9787 Stress Details Fc: X-X Fc: Y-Y F'c: Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 1,600.00 psi 964.72 psi 964.72 psi 964.72 psi 2,899.65 psi 2,899.65 psi r 0.00 psi 2,899.65 psi 0.9787 For Bending Stress Calcs. Max k*Lu / d Actual k*Lu/d Min. Allow k*Lu/d Cf: Bending Rb : (Le d / bA2) A.5 For Axial Stress Calcs... Cf: Axial Axial X-X kLu/d Axial Y-Y kLu/d 0.00 psi 2,899.65 psi 0.2990 50.00 23.72 11.00 1.000 1.000 1.000 0.00 27.43 r r r r r r r r r r r r r r r r r r r r DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsl.com Title: Dsgnr: Description Scope: Job# Date: 10:20AM, 9 FEE 04 fl«y- 5GO«IJ Ustr: K W-0602938, Vtr 9.S.0.25-Sf p-20Dt [9)1383-2001 ENERCALC EngJnttilna Software Timber Column Design Page 1 c*ec55ten«o*lo jobflmmon co m*».tcwfloua Description Small Mezz post @ GL 15 & 17 -4x8pl -21.5k (9ft) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements jj Wood Section MIcroLam: 3.5x7 Total Column Height Rectangular Column Column Depth Width Manuf Load Duration Factor 7.00 in Fc 3.50 in Fb E - Elastic Modulus 10.50 ft 1.00 1,600.00 psi 2,900.00 psi 2,000 ksi Truss Joist - MacMHIan, Paraiiam 2 Loads Axial Load Dead Load 5,300.00 Ibs Live Load 13,300.00 Ibs Le XX for Axial 0.00ft LeYY for Axial 9.25 ft Lu XX for Bending 0.00 ft 1 Short Term Load 0.00 Ibs Eccentricity O.OOOIn 1 Summary | Using : MicroLam: 3.5x7 fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value Stress Details Fc : X-X Fc : Y-Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 25,Width=3.50in, Depth= 7 DL+LL 759.18 psi 761 .92 psi 0.00 psi 2,899.65 psi 0.9964 1,600.00 psi 761 .92 psi 761.92 psi 761.92 psi 2,899.65 psi 2,899.65 psi OOin, Total Column Ht= DL + LL + ST 759.18 psi 761. 92 psi 0.00 psi 2,899.65 psi 0.9964 For Bending Stress Calcs. Max k*Lu / d Actual k'Lu/d Min. Allow k*Lu/d Cf: Bending Rb : (Le d / bA2) A.5 For Axial Stress Calcs... Cf : Axial Axial X-X k Lu / d Axiaf Y-Y k Lu / d Column OK 10.50ft DL + ST 216.33 psi 761. 92 psi 0.00 psi 2,899.65 psi 0.2839 ll 50.00 23.72 11.00 1.000 1.000 1.000 0.00 31.71 r JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO.OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. i- r r r r r r r r r r t.t A-J 7-•>, < DUNN SAVCTE INC. STRUCTURAL ENGINEERS 908 SOUTH CLEVELAND ST. OCEANSIDE, CA 92054 irI* r r r r r r r r r r r r r r r r DUNN SAVOIE INCORPORATED 908 S Cleveland Sir Oceanslde, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description Scope: Job* Date: 10:25AM, 9 FEB 04 Rtu: 650100 Uf«: KV-Q60Z338. Vw B.5,0,25-S*p-20Q1 to)IS83-Z001 ENEHCALCEnglnwIng Steel Beam Design Page 1 Description GL e-10 existg roof bm for reaction General Information Steel Section : W24X55 Center Span Left Cant. Right Cant Lu : Unbraced Length 34.00 ft 0.00ft 0.00ft 0.00ft Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements 1 Fy 36.00 ksi Pinned-Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi LL & ST Act Together Distributed Loads | # 1 DL 0.054 LL 0.067 ST Start Location End Location 34.000 Point Loads # 1 Dead Load 0.296 Live Load 0.364 Short Term Location 8.000 #2 #2 0.728 0.896 19.000 #3 #4 #5 #6 #3 #4 #5 #6 1.144 1.408 30.000 #7 k/ft k/ft k/ft ft ft #7 k k k ft | 1 Summary | Using: W24X55 section, Span = 34.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF * 1.000 Actual Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv 46.686 k-ft 4.891 ksi 0.206 : 1 6.307 k 0.677 ksi 0.047 : 1 Allowable 226.814 k-ft 23.760 ksi 134.066 k 14.400 ksi Beam OKStatic Load Case Governs Stress Max. Deflection -0.240 in Length/DL Defl 3,117.4:1 Length/(DL+LL Defl) 1 ,697.4 : 1 Force & Stress Summary «-- These columns are Dead Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl .. .Query Defl @ Reaction @ Left Reaction @ Rt Maximum 46.69 k-ft 4.51 k 6.31 k -0.240 in 0.000 in 0.000 in 0.000 ft 4.51 6.31 DL Only 25.22 2.54 3.34 -0.131o.ooo 0.000 0.000 2.54 3.34 LL @ Center 46.69 4.51 6.31 -0.240 0.000 0.000 0.000 4.51 6.31 LL+ST 8& Center -0.240 0.000 0.000 0.000 4.51 6.31 k + Live Load placed as noted --» LL <a Cants 0.000 0.000 0.000 0.000 LL+ST jg i c.ants_ k-ft k-ft k* k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Fa calc'd per 1.5-1, K*Ur < Cc JBeam Passes 1,5.1,4,1, Para 1,2,4. & 6, Fb • 0,6$ Fy JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO..OF. CALCULATED BY_ CHECKED BY SCALE DATE fib ^ o, ft*uid 1.if***. /-IT IT* &}*« ^)f o« yL, ^^JtL '-f of h DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanslde, Ca 92054 760-966-6355/6360 fax www.surfdsl.com Title: Dsgnr: Description: Scope: Job# Date: 10:25AM, 9FEB04 Combined Footing Design Page 1 Description Large Mezz max ftg enlargement (36.1k) General Information Calculations are designed to ACI318-95 and 1997 UBC Requirements | Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden Dimensions Footing Size- Distance Left Dist. Betwn Cols Distance Right Footing Length Width Thickness 2,500.0 psf 4 145.0 pcf 1.33 0.00 psf 3.33 ft 1.33 ft 2.00ft 6.66ft 2.67ft 32.00 in fc 3,000.0 psi Fy 60,000.0 psi Mm As Pet 0.0014 Distance to CL of Rebar 3.50 in Live & Short Term Load Combined If Column Support Pedestal Sizes #1 : Square Dimension 0.00 in ...Height 0.00 in #2 : Square Dimension 0.00 in ...Height 0.00 in Loads Vertical Loads... Dead Load Live Load Short Term Load <3> Left Column 11.140 k 24.970 k k {9J Riant Column 0.100k 0.100k k r | Summary f Footing Design OK Length = 6.66ft, Width = 2.67ft, Thickness • 32.00in, Dist. Left = 3.33ft, Btwn. = 1.33ft, Dist. Right = 2.00ft Maximum Soil Pressure Allowable Max Shear Stress Allowable Min. Overturning Stabilit 2,442.07 psf 2,500.00 psf 12.17 psi 186.23 psi 999.000:1 Steel Req'd @ Lef Steel Req'd @ Cente Steel Req'd @ Righ 0.479 in2/ft 0.479 in2ffi 0.479 in2/ft Soil Pressures r r r( r r r Soil Pressure @ Left Dead + Live Dead+Live+Short Term Soil Pressure @ Right End Dead + Live Dead+Live+Short Term Stability Ratio Moment & Shear Summary Moments... Mu@Col#1 Mu Btwn Cols Mu @ Col #2 One Way Shears... Vn: Allow' 0.85 Vu @ Col #1 VU Btwn Cols Vu @ Col #2 Two Way Shears... Vn: Allow 0.85 Vu @ Col #1 Vu @ Col #2 Actual Allowable 2,415.1 2,500.0 psf 2,415.1 3,325.0 psf 2,442.1 2,500.0 psf 2,442.1 3,325.0 psf 999.0 :1 ACI Factored Eccentricity Eq. 9-1 Eq.9-2 Eq. 9-3 Eq. 9-1 Eq. 9-2 Eq. 9-3 3,801. 8 psf ' 0.006ft 3,381. 2 psf 0.006ft 91 1 .8 psf 3,844.2 psf 0.006 ft 3,41 8.9 psf 0.006ft 922.0 psf ( values for moment are given per unit width of footing ) I ACI 9-1 18.12 k-ft/ft 18.12k-ft/ft 6.61 k-ft/ft 93.1 13 psi 9.1 13 psi 0.000 psi 0.000 psi 186.226 psi 12.168 psi 5.615 psi ACI 9-2 15.78 k-ft/ft 15.78 k-ft/ft 5.76 k-ft/ft 93.1 13 psi 7.938 psi 0.000 psi 0.000 psi 186.226 psi 10.597 psi 4.888 psi ACI 9-3 3.14 k-ft/ft 3.14 k-ft/ft 1.1 5 k-ft/ft 93.1 13 psi 1,576 psi 0.000 psi 0.000 psi 186.226 psi 2.441 psi 0.963 psi r DUNN SAVOIE INCORPORATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description: Scope: Job# Date: 10:25AM, 9 FEB 04 5BOWD Ui*r; KV-OBK338. V« B.B.0.28-Stp-2001 *Tiri8 Soflwnt Combined Footing Design Page 2 oaecSfttfWMlc JQbsVnyion co mtutovL aicij Description Large Mezz max ftg enlargement (36.1k) Reinforcing (values given per unit width of footfog) r t r r r r @ Left Edge of Col #1 Ru/Phi As Req'd ACI9-1 24.78 psi 0.479 In2/tt ACI 9-2 21.59 psi 0.479 fn2/ft ACI 9-3 4.29 psi 0.479 iri2/fl Between Columns Ru/Phi As Req'd 24.78 psi 0.479 in2/ft21.59 psi 0.479 in2/ft 4.29 psi 0.479 tn2/ft @ Right Edge of Col #2 Ru/Phi As Req'd 9.04psi 0.479in2/ft 7.88psi 0.479 In2/ft 1.57psi 0.479 in2/ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST . ...seismic = ST' 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor 0.750 ACI 9-3 Dead Load Factor 0.900 ACI 9-3 Short Term Factor 1.300 UBC 1921.2.7 "1.4" Factor 1.400 UBC 1921.2.7 "0.9" Factor 0.900 r r r r r r r r JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO..OF. CALCULATED BY- CHECKED BY DATE. DATE. SCALE #,fl* f? f, 01 )ooo *,- DUNN SAVOIE INC. STRUCTURAL ENGINEERS ^ SOUTH CLEVELAND ST. OCEANSIDE.CA 92054 LATERAL LOADS SEISMIC Nv:=1.0 K:»l.ft :« I'.O Cv := 0.64-NV Cv = 0.64 C:= 0.44-N Ca = 0.44 T:= Ct-(hn)°75 T = 0.16 2.5- Ca- 1 97UBC Nearest Fault: Seismic Source Type: B Approximate Distance to Nearest Fault: 13km ^j Seismic Zone 4 • ** * Zone Factor £ -.* 0;40 Soil Profile = SD Structure Height hn:» 16 CV-IVb:=| [ W Vb = 0.714 Eq. 30.4R-T V2:=[ - | W V2 = 0.196 Eq30.5 R V3 := (o.l l-Ca-l) W V3 = 0.048 Eq. 30.6 0.8-Z-N.-I V4 := | | W V4 = 0.057 Eq. 30.7 R Vb shall not be < V3 or V4 and Vb need not be > V2 Use vb = 0.196 VbVB:=- W Vp, = 0.14 W DUNN 8AVCHE INC. STRUCTURAL ENGINEERS 90S SOUTH CLEVELAND ST. QCEANSIDE, CA 92054 LATERAL LOADS SEISMIC 97UBC Nearest Fault: AL-u CrlL^tll u**>l- Po^l *Sf*x IrSeismic Source Type: B Approximate Distance to Nearest Fault: 13 km Seismic Zone 4rZone Factor z a» <W Soil Profile = SD Structure Height hn:= 16 _^ . Uim \">m r Nv:= l.O Na:«. 1X> &:*» I r Cv;=0.64-Nv Cv = Ca:=0.44-Na Ca = , i\ft£P$~~ .. ^*fl jru e.5 %.^; |,i^;;il^ 0.44 T:=Ct.(hn)a75 T = 0.16 (Cv-l\ V .... 1 1 117rb •- w U'Tj _ (2.5.C.-A f V - WI V2 . Wi ^ R y P V3:=(o.ll.Ca.l) W [. \ rv w R J Vb = 0.615 Eq. 30.4 V n i £Q Pn **n ^2 — u.107 cq ou.o V3 = 0.048 Eq. 30.6 V rt f\AQ Fn 7fl 74 — u.UHy "•!• "«• ' | Vb shall not be < V3 or V4 and Vb need not be > V2 Use vb = 0.169rvbVn := — WrE - - "---v r r 1.4 B = 0.121 W 1 JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO..OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. ICM IV\flv(S f\£ Vt', Atf^A - ' $V * i/4' f W1 f . ,/ =^ »»s r r r r r JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO.OF. CALCULATED BY.. CHECKED BY SCALE DATE. DATE. > i' & 3H / / t\<- to'_.A. n,v )^,H' \ <N *- ; 1 ,7.5' i_ 1* \£ (i 0;-;V ffotftfr* x CM -J a-3' JOB. DUNN SAV01E INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO..OF. CALCULATED BY_ CHECKED BY _ DATE. DATE. SCALE T? r- yi/ -fit fa r r r OK- JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSlDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. ,7 x f Kir DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanslde, Ca 92054 760-966-6355/6360 fax www.surfdsi .com Title: Dsgnr: Description Scope: Job* Date: 9:48AM, 9 FEB 04 RIW BB0100 Ui«: KV-0602938. Vw G.S.0.2B-S«p-2001 (0)1383-2001 ENERCALC Englf»t*ringgoFw«t>Timber Column Design Page 1 ftfreRten«c<lc jobmuron co m^rtow JJoug Description Large Mezz Holdown post @ GL 2 & 9 I-[ r r r r r r i r r r r r [ General Information Wood Section Rectangular Column Column Depth Width Sawn Loads Axial Load Eccentricity Calculations are designed to 1997 NDS and 1997 UBC Requirements | 4x8 Total Column Height Load Duration Factor 7.25 in Fc 3.50 in Fb E - Elastic Modulus Douglas Fir - Larch, No.1 Deatf Load 0.00 ibs 0.000 in 13.54ft 1.33 1,500.00 psi 1, 000.00 psi 1,700ksi Live Load 0.00 Ibs Le XX for Axial 0.00ft LeYY for Axial 13.54ft Lu XX for Bending 0.00 ft Short Term Load 5,800.00 Ibs I 1 Summary | Using : 4x8, Width= fc : Compression Fc : Allowable fbx : Flexural Pbx : Allowable Interaction Value 3.50in, Depth= 7.25in, DL+LL 0.00 psi 228.87 psi 0.00 psi 1,299.89 psi 0.0000 Total Column Ht= 13.54ft DL + LL + ST 228.57 psi 230.93 psi 0.00 psi 1,728.80 psi 0.9896 Column OK DL + ST 228.57 psi 230.93 psi 0.00 psi 1,728.80 psi 0.9&98 Stress Details Fc : X-X Fc : Y-Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 1,575.00 psi 228.87 psi 228.87 psi 230.93 psi 1,299.89 psi 1,728.80 psi For Bending Stress Calcs... Max k"Lu / d Actual k*Lu/d Min. Allow k*Lu / d CfBendlng Rb : (Le d / bA2) A,5 For Axial Stress Calcs... Cf: Axial Axial X-X k Lu / d Axial Y-Y k Lu / d 50.00 19.59 11.00 1.300 1.000 1.050 0.00 46.42 r r DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description: Scope: Job* Date: 10; 25AM, 9 FEB 04 550100 Ustr: KV-OEtttSW. V*r 5.5.0,2S-Stp-2001 [0)1933-^001 ENERCALC Englwwlng Sol lw«*Combined Footing Design Page 1 Description Ln 2 grade beam at shear wall [General Information Calculations are designed to ACI318-95 and 1997 UBC Requirements r r Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden 2,550.0 psf 4 145.0 pcf 1.33 0.00 psf fc 3,000.0 psi Fy 60,000.0 psi Min As Pet 0.0014 Distance to CL of Rebar 3.50 in Live & Short Term Load Combined | Dimensions Footing Size... Distance Left Dist. Betwri Cols Distance Right Footing Length Width Thickness 2.00ft 18.50 ft 2.00ft 22.50 ft 1.50ft 32.00 in Column Support Pedestal Sizes #1 : Square Dimension 0.00 '" ...Height 0.00 in #2: Square Dimension 0.00 in ...Height 0.00 in Loads r r r r r r r r n r r Vertical Loads... Dead Load Live Load Short Term Load Applied Shears-Dead Load Live Load Short Term Load Left Column Right Column k k 5.800 k k k 9.100k k k -5.800 k I Summary j Footing Design OK Length = 22.50ft, Width = 1.50ft, Thickness = 32.00in, Dist. Left = 2.00ft, Btwn. = 18.50ft, Dist. Right = 2.00ft Maximum Soil Pressure 1,186.75 psf 3,391.50 psf Steel Req'd @ Lef 0.479 in2/ft 8.84 psi Steel Req'd @ Cente 0.479 in2/ft 93.11 psi Steel Req'd @ Righ 0.479 in2ffl Allowable Max Shear Stress Allowable Min. Overturning Stabitit 1.536:1 Soil Pressures Soil Pressure @ Left Actual Allowable Dead + Live 386.7 2,550.0 psf Dead+Live+ShortTemn 1,186.8 3,391.5 psf Soil Pressure @ Right End Dead + Live 386.7 2,550.0 psf Dead+Live+Short Term 0.0 3,391.5 psf Stability Ratio 1.5 :1 Eq. 9-1 Eq. 9-2 Eq. 9-3 Eq. 9-1 Eq. 9-2 Eq. 9-3 ACI Factored 541.3 psf 1,661.5 psf 1,068.1 psf 541.3 psf 0.0 psf 0.0 psf Eccentricity 0.000 ft 6.363 ft 0.000 ft -6.363 ft 3 f I DUNN SAVOIE INCORPORTATED 908 S Cleveland Str Oceanside, Ca 92054 760-966-6355/6360 fax www.surfdsi.com Title: Dsgnr: Description Scope: Job# Date: 10:25AM, 9FEB04 B»W:. 550BOUs*r: KV-QS02938. Ver 5,5.0.25-Stp.200l (0)1903.2001 ENERCALC Engbwcflng Serf (MM*Combined Footing Design Page 2 Description Ln 2 grade beam at shear wall r r r r r r r r r r Moment & Shear Summary Moments... Mu @ Col #1 Mu Btwn Cols Mu @ Col #2 One Way Shears... Vn : Allow * 0.85 Vu@Col#1 Vu Btwn Cols Vu @ Col #2 Two Way Shears... Vn : Allow - 0.85 Vu @ Col #1 Vu @ Col #2 ( values for moment are given per unit width of footing ) jj API 9-1 ACI 9-2 ACI 9-3 0.00 k-ft/ft 2.09 k-ft/ft 1.34 k-ft/ft 0.00 k-ftm 29.89 k-ft/ft 21.62 k-ft/ft 0.00 k-ftffl -1.08 k-ft/ft -0.70 k-ft/ft 93.113 psi 93.113 psi 93.113 psi 0.000 psi 0.000 psi 0.000 psi 0.000 psi 8.836 psi 5.041 psi 0.000 psi 0.000 psi 0.000 psi 186.226 psi 166.226 psi 186.226 psi 0.000 psi 0.948 psi 1.502 psi 0.000 psi 1.559 ps! 1.895 psi Reinforcing ( values given per unit width of footing)il @ Left Edge of Col #1 Between Columns @ Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi As Req'd Ru/Phi As Req'd ACI9-1 O.OOpsi 0.479 in2/ft 0.00 psi 0.479 in2/ft O.OOpsi 0.479 in2/ft ACI 9-2 2.86 psi 0.479 in2/ft 40.89 psi 0.479 in2/ft 1 .48psi -0.479in2/ft ACI 9-3 1 .84 psi 0.479 in2/ft 29.58 psi 0.479 in2/ft 0.95psi -0.479in27ft ACI Factors (per ACI ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 8, 9-2 ST ... .seismic = ST* : applied internally to entered loads) | 1,400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 UBC 1921 .2.7 "1.4" Factor 0.900 UBC 1921 .2.7 "0.9" Factor 1.300 1.400 0.900 r r r JOB. Dh DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surJFdsi.com SHEET NO.,OF. CALCULATED BY- CHECKED BY SCALE DATE. DATE. ts / H I y 'I r r r r r r r r. r r JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANS1DE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO..til CALCULATED BY_ CHECKED BY _ OF DATE. DATE. SCALE 1! 1 !i li f 1 .1 ') it I ,> y y-z- DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com MV/to^ SHEET NO..OF. CALCULATED BY. CHECKED BY SCALE DATE. DATE. : VS: fl^rrf* { f) Y /f '"' Ul //' 15' ^\r M-iV. ; DUNN SAVOIE INC. STRUCTURAL ENGINEERS 9Q8 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.cbm JOB.OH/oi SHEET NO..OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. December 5,2003 Myron Co. 2450 Impala Drive Carlsbad, CA Re: Myron Co. Mezzanine Dear Sirs: ". ;'•—.:.• :s* • ! '-^•'-••••^•^''';.'.'';'--'-'';'' ' .;v''f'.'-' :-,» -''.•y«l^P^?_-_j-_ In accordance with your request, please find attached specialty joist calculations for the above referenced , ".- '. - • '- "'•' *--*.' -* ^ -t , .- * Vfit ' - -- _ :.*fc.',U j!4'i*t*J,i'L--W^.^ • * *fi. project Based on the information provided^ ihe product specified in die attached calculations meets or •"^••'- - .^.^V^fiiSilpw^-tfv:^;':?1'-^--- .--•exceeds code accepted design values for the armlication, span and loads listed. ' '' " "' It should be noted, that' projeaMnstractio^^^ra^were not'reviewed by Trus Joist (TJ) Engineering '••"-. '^';- ^-%r%.u,-.'-"^'<''l^'^-'i'^j.li's^8p^wP^a8^pfe^3;-v-!4'^""'"" - - _-and the application, span and loads listed on the attached calculations were provided by others. The Professional Engineer's seal on this letter solery indicates that the allowable product values shown are in accordance with current TJ materials and code accepted design values;' -••.". '•-yi^;;1<^'\^;^;^^^'--^^^ ,.' __ ' ' '-'.,"-••'. ^""' •>-,'.: '.. ' ''••• t|i- /^wfe^S^sii*^* -. » .. ........Thank you for your interest in our products. Please contact us at (949) 616-1600 if we may be of further assistance. Sincerely, Mark Lowe:." • *-*-^ff;.?&$$•*-• •'''•-" .;• ~^^^^-^K^'\r:-^'^\\ ':>"-' ProdurtEngineWl.^;^ v •"• "" Attachments: (16) TJBearii™ Calculations for Type Al thru A4 (26" TJS™Open Web) floor trusses; Type Bl thru B4 (7"xl8" Parallam® PSL) beams; Type B5 & B6 (5 W"xl 1 7/8" Parallam) PSL Beams; Types Bl & B2 (24" TJS™Open Web) floor trusses; Types PI & P3 (7"xl8" Parallam® PSL) beams; Type Cl (18" TJL™Open Web) floor trusses. 27042 Town Centre Dine, Suite 200 A Footiill Inch, Colrfonio 92610 * Phon 949.414.1600 * Fu949.6U.UU A1 Mezzanine One TJ-8«m(TM) 6.10 Striil Number 7003001416 UwrS 12AU2003 7:48:52 AM Pagel Engine Veraion: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 26" TJS Open Web Truss @ 16" o/c 32' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Parallam PSL Beam 2 Parallam PSL Beam Input Vertical Reactions (Ibs) Detail Other Width Live/Dead/Upim/Total 7.00" 2667 / 320 / 0 / 2987 Beam 2x_ Blocking 7.00" 2667/320/0/2987 Beam 2x_ Blocking -Left Support: Top-All, Approx. clip height 3 1/2", Apprax. clip width: 5", Allowed choice(s): TOP (STANDARD) -Right Support: Top-All, Approx. clip height: 3 1/2", Approx. dip width: 5", Allowed choice(s): TOP (STANDARD) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2901 2901 2901 Passed (100%) Moment (Ft-Lbs) 22822 22371 25511 Passed (88%) Live Load Defl (in) 0.912 1.036 Passed (U409) Total Load Defl (in) 1.021 1.554 Passed (L/365) TJPro 41 30 Passed Location Lt end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Spanl -Deflection Criteria: MINIMUM(LL:L/360,TL:U240,ALT:L/600@50.0 psf). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for mis rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 Copyright © 2003 by Trus Joist, a Weyerhaeuser Business ParallawS IB a registered trademark of Trus Joist. TJH™,TJI,~,TJLK-,TJL)C™,TJS'" and TJW~ ar« trademarks of Trus Joist. D:\Building Department\Building Department Calcs\Myron Co Mesz\Kezzl-Al.sms A1 Mezzanine One TJ-Beam(TM}B.10S«WNumt»n 7003001416 _ ^_o«r3 i2/*/2oo3749:34AM 26" TJS Open Web Truss @ 16" o/c P...2 Eotfr-ve^ 1 io3 ^^ PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others { _ ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. - - -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (plf) = 187 (A deeper depth truss or another series may provide greater value) PROJECT INFORMATION: OPERATOR INFORMATION: Myron L Company Paul Yoder 2450 impala Drive Trus Joist Engineering Carlsbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright $> 2003 by Trus Joist, a Weyerhaeusar Business Parallajn® is a registered trademark of Trus Joist. TJH~,TJL~,TJLK~,TJLX~,TJSm and TJW" are trademark* ot Tru» Joist. D:\3ailding Department\Building Department C«lcs\Hyron Co MezzXMelzl-Al.sms A2 Mezzanine One TJ-BMmCTM) 6.10 S«W Numbur. 700300M16 * US8T3 12/42003 8:19:29 AM ***""*"11°3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED _^.. _..-» 26" TJS ... . -. —. ,-„ , Web TfUSS @ 16" O/C -13-5" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Paratlam PSL Beam 2 Paraitam PSL Beam Input Vertical Reactions (Ibs) Detail Other Width Live/Dead/Upllft/Total 3.50" 1094 /131 / 0 /1225 Beam 2x_ Blocking 7.00" 1142 /137 / 0 /1279 Beam 2x_ Blocking -Left Support Top-All, Approx. clip height: 31/2", Approx. clip width: 5", Allowed choice(s): TOP (STANDARD) -Right Support: Top-All, Approx. clip height: 3 1/2", Approx. clip width: 5", Allowed choices): TOP (STANDARD) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1194 910 1130 Passed (81%) Moment (Ft-Lbs) 3932 3856 25511 Passed (15%) Live Load Defl (in) 0.037 0.426 Passed (L/999+) Total Load Defl (in) 0.041 0.640 Passed (U999+) TJPro 69 30 Passed Location Rt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Ftoor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Span 1 -Deflection Criteria; MINIMUM(LLL/360,TL:U240,ALT:L/480@50.0 psf). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at T 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -Shear capacity is based on a perpendicular to grain control at an internal pin location. TJ-Pro RATING SYSTEM -The TJ-pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA ~. :OD3 by Trus Joist, a Wey«rhaeuB«r Busin««a is a registered trademark of Ttus Joist. ,TCiH-,7CW-,TJS- and TJW- are trademarks of TEUB Joist. OPERATOR INFORMATION: Paul Voder Trus Joist Engineering 27042 Towne Centre Drive. Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Department CalcsVMyron Co Me2z\Kezii-A2.sms A2 Mezzanine One TJ-BMm(TM) 6.10 Swfal Number 7003001416 U«r3 12/40003 8:20:08AM 26 TJS 00611 WOD TllISS @ 16" O/C Past 2 Engfti* vwstan: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to cany the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load {plf) = 187 {#) PROJECT INFORMATION: OPERATOR INFORMATION: Myron L Company pauj yoder 2450 Impala Drive Trus Joist Engineering Carlsbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright ffl 2003 by Trus Joist, a Weyerhaeuser Business ParaHamS is a registered trademark of True Joist. TJH-.TJL-.TJIM-.TJIJC-.TJS- and TJH- are trademarks or Trus Joist. D:\Bailding Department\Building Department Calcs\Myron Co Mezz\Mezzl-A2.sms A3 Mezzanine One TJ-a«un(TM) 6.10 Swtaf NumS^7a>30dl416 U8W.3 12WQ003 8:23:27 AM Page 1 En^v.^ ,.«.» TH|S pRODUCT MEETS QR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 26" TJS Open Web Truss @ 16" o/c -27' 5"Product Diagram is Conceptual. LOADS: Analysts is for a Joist Member. Primary Load Group - Storage - Ught (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Glulam or solid sawn lumber beam 2 Parallam PSL Beam Input Vertical Reactions (Ibs) Width Llve/Dead/Upllft/Total 3.50" 2260/271 / 0/2532 7.00" 2309/277/0/2586 Detail Other Beam Beam 2x_ Blocking 2x_ Blocking -Left Support: Top-All, Approx dip height: 3 1/2", Appro*, clip width: 5", Allowed choice(s): TOP (STANDARD) -Right Support Top-Alt, Approx. clip height: 31/2", Approx. clip width: 5", Allowed choice(s): TOP (STANDARD) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2501 2501 2501 Passed (100%) Moment (Ft-Lbs) 16988 16653 25511 Passed (65%) Live Load Defl (in) 0.518 0.893 Passed (L/621) Total Load Defl (in) 0.580 1.340 Passed (L/555) TJPro 48 30 Passed Location Lt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Spam -Deflection Criteria: MINIMUM(LL:L/360,TL:U240,ALT:L/60Q@50.0 psf). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron L Company 2450 tmpala Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 :3 by Trys Joist, a W«yftrhneus*r Bu«in*»s -.B.Ti': is a registered trademark ot Trus Joiat. ,TJL», ?:u-i-, TJLX-,7J3- and TJB- ate trademarks ofTrus Joist. Eepartment Colcs\Myron Co Meiz\Mezzl-A3.ams . rtMezzanine One p-8eam(m») 6.10 SwWNumbir 7003001416 UMT3 12/4/2003 8:24:0g AM 26 TJS OpCIl Web TfUSS @ 16" O/C Pao*2 EngineV*r»lon: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( . ), have not been checked for conformance with file design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (plf) = 187 (A deeper depth truss or another series may provide greater value) PROJECT INFORMATION: OPERATOR INFORMATION: Myron L Company pau| Yoder 2450 Impala Drive Trus Joist Engineering Carlsbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 Copyright s> 2003 by Trus Joist, a Heyerha«u«er Business FaraiiamS is a registered trademark of Trua Joint. TJH*,TJL™,TJIM",TJLX«,TJS™ and TJW" are trademarks of Trus Joist. S:\Buildlng Department\Building Department Calcs\Myron Co Mazz\Maxzl-A3.sm* A4 Mezzanine One TJ-B«am(TI^ 6,10 Sartal Number 7003001418 Jaw. 3 12/420038:25:45 AM Engine Version: 1.10.3 26" TJS Open Web Truss @ 12" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 34' 6 LOADS: Analysis is for a Joist Member. Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead Product Dtagrim is Conceptual. SUPPORTS: 1 Paraliam PSL Beam 2 Paraliam PSL Beam Input Vertical Reactions (Ibs) Detail Other Width Live/Dead/Uplift/Total 3.50" 2138/257/0/2395 Beam 2x_ Blocking 7.00" 2174 / 261 / 0 / 2435 Beam 2x_ Blocking -Left Support: Top-Atl, Approx. clip height: 3 1/2", Approx. clip width: 5", Allowed choice(s): TOP (STANDARD) -Right Support: Top-All, Approx. clip height: 3 1/2", Approx. clip width: 5", Allowed choice(s): TOP (STANDARD) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2371 2371 2371 Passed (100%) Moment (Ft-Lbs) 20309 19907 25511 Passed (78%) Live Load Deft (in) 0.970 1.129 Passed (U419) Total Load Defl (in) 1.086 1.694 Passed (L/374) TJPro 41 30 Passed Location Lt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Span 1 -Deflection Criteria: MINIMUM(LL:U360,TL:U240,ALT:L/eoO@50.0 psf). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 Copyright ® 2003 by Trus Joint, a Hoy*rha«us*r Business ParallawB is a registered trademark of Trus Joist. TJH",TJL",TJLM™,TJLX",TJS" and TJW" are trademarks of Trus Joist. D:\Building Department\Building D«partment CalcsAMyron Co Mezz\H«nl-A4.ams A4 Mezzanine One 26" TJS Open Web Truss @ 12" o/c Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( . ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design toads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (plf) = 140 (#) PROJECT INFORMATION: OPERATOR INFORMATION: Myron L Company Paul Yoder 2450 Impala Drive Trus Joist Engineering Carisbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 6161600 Copyright © 2003 by Trua Joist, a Heyerhaeusar Business Porallani* is a registered trademark of Trua Joist. TJH~,TJt*,TJLW,TJL5C",TJS™ and TJH- ace trademarks of Trus Joist. D:\Building Department\Building Department CalcsSMyron Co Mez2\Mezzl-A4.nu B1(Typ) Mezzanine One -BMmCrti) 6.10 SwW Number 7003001416 UMT3 12/4/2003 8:27: W AM Psg«1 Engine VBrtton: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7" x 18" 2.0E Parallam® PSL Overall Dimension: 35" 5" k 17' 8 1/7" i Y/ 17' R 1J7" A Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 16' Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Wood column 2 Wood column 3 Wood column Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Uve/Dead/UpllftfTotal 7.00" 7.00" 16010/ 1936 /-239 / 17946 L5 None 7.00" 9.36" 43125/6026/0/49151 L5 None 7.00" 7.00" 16010 /1936 /-239/17946 L5 None DESIGN CONTROLS: Shear (Ibs) Moment (Ft-Lbs) Live Load Defl (in) TotaJ Load Defl (in) Maximum 24575 -84785 Design 20491 -84785 0.463 0.502 Control 24360 87330 0.575 0.863 Control Passed (84%) Passed (97%) Passed (L/447) Passed (L/412) -Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. Location LL end Span 2 under Floor (Primary Load Group) loading Bearing 2 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading -Deflection Criteria: MINIMUM<LL:L/3601TL:L/240,ALT:0.400B@50.0 psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 24' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. miECT INFORMATION: yron L Company 50 Impala Drive Isbad, CA t C 2003 by ~?us Joist, a Hey«rhaeuser Business 1 is » registered trademark o( Trus Joist. \q D«partn«nt\3i;ilding Department CalcsNMyron Co Mezz\Mezzl-31.sms OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 B2 Mezzanine One TJ-Beamrng) 6.10 Serial Number 7003001416 0*er 3 12/4/2003 8:29:50 AM Pagal Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7" x 18" 2.0E Parallam® PSL Overil Dimension: 39* 11" 4'6"•17'81/2"-17' 81/2' Product Diagram i« Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Wktth: 16' Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Wood column 2 Wood column 3 Wood column Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Upllft/Total 7.00" 7.00" 26462/3400/0/29862 L5 None 7.001* 9.35" 43334 / 5778 / 0 / 49112 l_5 None 7.00" 7.00" 16355 / 1977 /-250/18332 L5 None -Bearing length requirement exceeds input at supports) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) Moment (R-Lbs) . Live Load Defi (in) Total Load Defl (in) 24577 -84806 Design 20493 -84806 0.306 0.535 Control 24360 87330 0.319 0.863 Control Passed (84%) Passed (97%) Passed (2L/376) Passed (L/387) Location Lt end Span 2 under Roor (Primary Load Group) ADJACENT span loading Bearing 2 under Roor (Primary Load Group) ADJACENT span loading Left OH under Floor (Primary Load Group) ALTERNATE span loading MID Span 2 under Floor (Primary Load Group) ALTERNATE span .loading .„.. ... -Deflection Criteria: MINIMUM(LL:L/360,TLL/240ALT:0.400"@50.0psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 23* 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -Excessive upward deflection on cantilever PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carisbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive. Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Farallam® is a registered trademark of Trus Joist. D:\Building Department\Building Department CalesXMyron Co Me2£\Hezzl-B2.sms B3 Mezzanine One *) 6.10 SwMNumbtr 7003001416 .»..-*. _._.tiwra i&/2oo3B:»:o5AM 7 x 18 2.0E ParallatTKD PSL Page 1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 27' 11" -10121/2"- Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 16' Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 2 3 Wood column Wood column Wood column Input Width 7.00" 7.00" 7.00" Bearing Length 7.00" 7.82" 7.00" Vertical Reactions (Ibs) Uve/Dead/Uplift/Total 9786 / 686 /-4206/10473 36008/5031/0/41039 15411/2084/0/17495 Detail Other L5 L5 L5 None None None -Bearing length requirement exceeds input at supports) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) 23367 Moment (Ft-Lbs) -63949 Live Load Defl (in) Total Load Defl (in) Design 19283 -63949 0.412 0.463 Control 24360 87330 0.575 0.863 Control Passed (79%) Passed (73%) Passed (L/503) Passed (L/447) Location Lt. end Span 2 under Floor (Primary Load Group) loading Bearing 2 under Floor (Primary Load Group) loading MID Span 2 under Floor (Primary Load Group) ALTERNATE span loading MID Span 2 under Floor (Primary Load Group) ALTERNATE span loading -Deflection Criteria: MINIMUM(LL:I^60,TL:L/240,ALT:0.400"@50.0 psf). -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 27' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( . ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impata Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright <S> 2003 by Trua Joist, a Weyerhaauser BusinessPa call ants is a registered trademark of Trus Joist. D:\3uilding Department\Bullding Department CalcsXMyron Co MBZz\Mezzl-B3.snis B4 ____ Mezzanine One TJ-BeamCTMt 6.10 Seriel Number 7003001416" UW.3 12/472003 8:37:34 AM Page 1 Engine Vemton: 1,10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7" x 18" 2.0E Parallam® PSL Overall Dimension: 44' 51/2" 17'81/Z1 -911/2"- Product Diagnm is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 16' Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 2 3 4 Wood column Wood column Wood column Wood column Input Width 7.00" 7.00" 7.00" 7.00" Bearing Length 7.00" 8.92" 7.12" 7.00" Vertical Reactions (Ibs) Live/Dead/Upllft/Total 15937/1994/0/17930 41175/5675/0/46850 33353/4017/0/37370 10309/739/-4301/11047 Detail Other L5 L5 L5 L5 None None None None -Bearing length requirement exceeds input at supports) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) -24201 -78323 Design -20117 -78323 0.457 0.501 Control 24360 87330 0.575 0.863 Control Passed (83%) Passed (90%) Passed (L/453) Passed (L/414) Location Rt end Span 1 under Floor (Primary Load Group) ADJACENT span loading Bearing 2 under Floor (Primary Load Group) ADJACENT span loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading -Deflection Criteria: MINIMUM(LL:L/360,TL:U240ALT:0.400"@50.0 psf). -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 29* 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design toads and stated dimensions have been provided by others ( . ), have not been checked for confomnance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA Copyright O 2003 by Trus Joist, a W*yerhaeua«r Business Farallawg is a registered trademark of Trus Joiat. D:\8uildln9 Department\Building Department Calcs\Myron Co Mezz\M»zl-B4.snu OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towns Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 6161600 B5 Mezzanine One Tj-Bram(TM)6.10 Saflal Number 7003001416 IJMT3 1*4/2003 8:40:38 AM P«,1 Enginever-on: 1.10.3 5 1/4" x 11 7/8" 2.0E Parallam® PSL PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 8'8H-Product Diagram fs Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 18' 3" Primary Load Group - Storage - Light (psty 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Wood column 2 Wood column Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LIve/Dead/UplmVTotal 3.50" 3.50" 9885 /1271 / 0 /11156 L5 None 3.50" 3.50" 9885/1271/0/11156 L5 None DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 10727 7858 12053 Passed (65%) Moment (Ft-Lbs) 22348 22348 29854 Passed (75%) Live Load Defl (in) 0.206 0.278 Passed (L/487) Total Load Defl (in) 0.232 0.417 Passed (L/431) Location Lt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading -Deflection Criteria: MINIMUM(LL;U3W,TLU240,ALT:L/480@50.0 psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. •Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impafa Drive Carlsbad, CA Copyright © 2003 by Trua Joist, a Weyerhaeuser Business PacallamS is a registered trademark of Trus Joist. O:\Building Department\Building Department Calcs\Myron Co Mezz\H«zzl-BS.sins OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothilt Ranch, CA 92610 Phone; 949616 1600 B6 Mezzanine One Tj-Beejti(TM)6.10S«MNumber 7003001416 USer 3 12M/20038:41:48AM Pam 1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 5 1/4" x 11 7/8" 2.0E Parallam® PSL OveraM Dimension: 19* 9-6"- Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 13' 9" Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 2 3 Wood column Wood column Wood column Input Width 3.50" 3.50" 3.50" Bearing Length 3.50" 5.76" 3.50" Vertical Reactions (Ibs) Uve/Dead/UpllWTotal 7305 / 828 /-178/8132 20052 / 2634 / 0 / 22686 7305 / 828 /-178/8132 Detail Other L5 L5 L5 None None None -Bearing length requirement exceeds input at supports) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) 11343 Moment (Ft-Lbs) -21173 Live Load Defl (in) Total Load Defl (in) Design Control Control Location 9135 12053 Passed (78%) LL end Span 2 under Floor (Primary Load Group) loading -21173 29854 Passed (71%) Bearing 2 under Floor (Primary Load Group) loading 0.167 0.311 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (L/671) loading 0.180 0.467 Passed MID Span 2 under Floor (Primary Load Group) ALTERNATE span (L/621) loading -Deflection Criteria: MINIMUM(LLU360,TL;L7240,ALT:L/480@50.0 psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 19* o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( . ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA Copyright 6 2003 by Trus Joist, a H«yerhaeuser Business Para1IBM* i» a registered tcadanark of Trus Joist. D:\Building Department\Building Department Calc«\Myron Co Mezt\M«2Zl-Bf>.sm* OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towns Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 9496161600 TJ-B«am(TM) 6.10 Stflaf Numb*. 7003001416 UMT3 12/4/2003 6:42:64 AM Pag*1 EngtrwVmton: 1.10.3 B7 Mezzanine One 3 1/2" x 11 7/8" 2.0E Parallam® PSL PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -13-5"Product Diagram Is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 4" Primary Load Group - Storage - Light (psf): 125.0 Live at 100% duration, 15.0 Dead SUPPORTS: 1 Wood column 2 Wood column Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Upllft/Total 3.50" 3.50" 1118/221/0/1339 L5 None 3.50" 3.50" 1118/221 /0/1339 L5 None DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1306 -1083 8035 Passed (13%) Moment (Ft-Lbs) 4271 4271 19902 Passed (21%) Live Load Defl (in) 0.122 0.436 Passed (U999+) Total Load Defl (in) 0.147 0.654 Passed (L/999+) Location Rt. end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading -Deflection Criteria: MINIMUM(LL:L/360,TL:L/240,ALT:L/48Q@50.0 psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design toads and stated dimensions have been provided by others ( ___), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impaia Drive Carlsbad, CA Copyright © 2003 by Tru« Joist, a W«y*rhaeus«r Business Porallaa® is a r«gi«t«r«d tradamark of Trus Joist. D:\Building DepartnentABuiIding Department Calcs\Myron Co Mezz\Mezzl-B7.snis OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 B1 Mezzanine Two TJ-Betm(TM) 6.10 Swlri Number 7003001416 ' Uw*3 12/4/2003 8:51:04 AM Pa«1 Englna Version; 1.10,3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 24" TJS Open Web Truss @ 16" o/c Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Parailam PSL Beam 2 Paraltam PSL Beam Input Vertical Reactions (Ibs) Detail Other Width Live/Dead/UpliWTotal 7.00" 2500/300/0/2800 Beam 2x_ Stocking 7.00" 2500/300/0/2800 Beam 2x_ Blocking -Left Support: Top-All, Approx. clip height 31/2", Approx. dip width: 5", Allowed chotae(s): TOP (STANDARD) -Right Support Top-All, Approx. clip height: 3 1/2", Approx. clip width: 5", Allowed choice(s): TOP (STANDARD) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2714 2714 2714 Passed (100%) Moment (Ft-Lbs) 19996 19602 23358 Passed (84%) Live Load Defl (in) 0.829 0.969 Passed (L/421) Total Load Defl (in) 0.928 1.454 Passed (L/376) TJPro 43 30 Passed Location Lt end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Spam -Deflection Criteria: MINIMUM(LL:L/360JL:L/24Q,ALT:U600@50.0 psf). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron Company 2450 Impala Drive CArlsbad, CA OPERATOR INFORMATION: Paul Voder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright <9 2003 by Trun Joist, a H*yerhaeus«r Busine»s ParallamS is a registered trademark of Trus Joist. TJH™, TJL™, T JtM", TJLX", T JS" and TJW" are trademarks of Trus Joist. D:\Bullding Department \Buildlng Department Calcs\Myron Co M«2Z\Mezz2-Bl .am* B1 Mezzanine Two TJ-Beait*TM) 6.10 SwWNumbw: 7003001416 «-•• ^ •« *» ... . * « ^ *.. , Uwf:3 12AW20D3 8:51:49AM 24 TJS Op6H Web TfUSS @ 16 O/C Peg*2 EngirmVenion: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ). have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysts to verify the capacity of existing trusses. -Pricing Load (plf) = 187 (A deeper depth truss or another series may provide greater value) PROJECT INFORMATION: OPERATOR INFORMATION: Myron Company Paul Yoder 2450 Impala Drive Trus Joist Engineering CArlsbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright © 2003 by Trus Joist, a Heyerhaeuser Business para1Ian* is a registarad trademark of Trus Joi*t. TJK",TJL»,TJIM",T3LX-,TJS" and TJW" ar« trademarks of Trus Joist. D:\Building Department\Building Department Calcs\Myron Co Mezs\Mezz2-31.sms B2 -«-_-— MezzanineTwo •rt)-Beam(TMl 6.10 Stfei Number: 7003001416 UMr3 12M/2003 8:52:29 AM **.**« i.i» TH|S PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 24" TJS Open Web Truss @ 16" o/c ril! 24'10"-Product Diagram i» Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Paraliam PSL Beam 2 Glulam or solid sawn lumber beam Input Vertical Reactions (Ibs) Width Live/DeadVUplrft/Total 7.00" 2094/251/0/2345 3.50" 2045/245/0/2291 Detail Other Beam Beam 2x_ Stocking 2x_ Blocking -Left Support: Top-All, Approx. clip height: 3 1/2", Approx. clip width: 5", Allowed choices): TOP (STANDARD) -Right Support: Top-All, Approx. clip height: 3 1/2", Approx. clip width: 5", Allowed chotae(s): TOP (STANDARD) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2259 2259 2259 Passed (100%) Moment (Ft-Lbs) 13891 13617 23358 Passed (5B%) Live Load Defl (in) 0.412 0.807 Passed (L/705) Total Load Defl (in) 0.461 1.210 Passed (U630) TJPro 53 30 Passed Location Lt end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Spant -Deflection Criteria: MINIMUM(LLU360,TL:L/240,ALT:L/eoo@50.0 psf). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and Is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron Company 2450 Impala Drive TArlsbad. CA Ight - ^003 by Trvis Joist, a Weyerhaeuser Business BOA is a registered trademark of Trus Joist.'L~,TJU™, TJLX-.TJS- anU TJW are trademarks of Tru» Joist. OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA.92610 Phone: 949 6161600 'ing Department Calcs\Myron Co Kezi\M«zz2-B2.OBS B2 Mezzanine Two TJ-8Mm(TM) 6.10 S«rttl Number 7003001416UHT? i2wzo&e:53:iiAM 24" TJS Open Web Truss @ 16" o/c P»982 Enjjir»V«r»ton: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ), Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( . ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYf PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (plf) = 187 (#) PROJECT INFORMATION: OPERATOR INFORMATION: Myron Company Pau) Yoder 2450 Impala Drive Trus jojst Engineering CArlsbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright e 2003 by Tru* Joist, a Weyerhaeuser Business ParallamB is a registered trademark of Trus Joist. TJH-,TJL",TJLM",TJIJC'",TJS-1 and TJH* are trademarks of Trus Joist. O:\Building Department\Building D«partm«nt CalcsXMyron Co M«zz\M*zi2-B2.sms P1 (Typ) •»•—• * tft«t^»WBi» Mezzanine Two TJ-BBom(TM) 6.10 Serial Number 7003001416 »MT3 12W2003 6:53:37 AM Page f" Engine Veralon: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 7" x 18" 2.0E Parallam® PSL CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 30* 1S*Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 16' Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Wood column 2 Wood column 3 Wood column Input Bearing Width Length 7.00" 7.00" 7.00" 7.89" 7.00" 7.00" Vertical Reactions (Ibs) Live/Dead/Upliftnotal 13641 /1652 /-184/15293 36354/5080/0/41434 13641 /1652 /-184/15293 Detail Other L5 L5 L5 None None None -Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) 20717 Moment (Ft-Lbs) -60252 Live Load Deft (in) Total Load Defl (in) Design 16633 -60252 0.245 0.265 Control 24360 87330 0.485 0.727 Control Passed (68%) Passed (69%) Passed (L/713) Passed (L/658) Location Lt end Span 2 under Floor (Primary Load Group) loading Bearing 2 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading -Deflection Criteria: MINIMUM(LLI_tt60,TL:U24Q,ALT:U480@50.0 psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The toad conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( V have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 Copyright C 2003 by Trua Joist, a Weyerhaeuser Business Parallels® is a r*gi«ter«d trademark of Trus Joist. D:\Building Departmental Iding Department Calcs\Myron Co M*zz\M*;Zz2-Fl.aM P3 Mezzanine ThreerA \tfeyeifaan net Bminon) C.10 StriW NumtMT 7003001416 Uwr 5*12/5(2003 8:07:27 AM Pagel Engine Vwilon: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 7" x 18" 2.0E Parallam® PSL CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: yr «" 6"- Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 19' Primary Load Group - Storage - Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 2 3 4 Wood column Wood column Wood column Wood column Input Width 7.00" 5.25" 5,25" 7,00" Bearing Length 7.00" 7.47" 7.47" 7.00" Vertical Reactions (tbs) Llve/Dead/Upllft/Total 13990/1698/0/15688 34850/4386/0/39236 34850/4386/0/39236 13990/1698/0/15688 Detail Other L5 L5 L5 L5 None None None None -Bearing length requirement exceeds input at support(s) 2,3. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Design 15457 •46290 0.159 0.173 Control 24360 87330 0.401 0.602 Control Passed (63%) Passed (53%) Passed (L/911) Passed (L/834) Location 20097 15457 24360 Passed (63%) Lt end Span 3 under Floor (Primary Load Group) ADJACENT span loading -46290 -46290 87330 Passed (53%) Bearing 3 under Floor (Primary Load Group) ADJACENT span loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading -Deflection Criteria: MINIMUM(LL:L/380,TL:L/240,ALT:L/480@50.0 psf). -Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( . _____X nave not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949 616 1600 Copyright ® 2003 by Tru* Joiat, a M«y«rh»«us*r BusinessparaHams is a registered trademark of Trus Joist. D:\3uilding Department\Building Department CalcsXMyton Co Mezz\Mezz3-P2.sms C1 Mezzanine Three TJ-Beam(TM) 6.10 Serial Number 7003001416 " B»er3 125/20038:05:55 AM EngirmVarekxi: 1,10,3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 18" TJL Open Web Truss @ 16" o/c Product Diagram is Conceptual. LOADS: Analysis Is for a Joist Member. Primary Load Group - Storage - Ught (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: 1 Parallam PSL Beam 2 Parallam PSL Beam Input Vertical Reactions (Ibs) Detail Other Width Llve/Dead/Upllft/Total 7.00" 1608/193/0/1801 Beam 2x_ Stocking 3.50" 1559 /187 / 0 /1746 Beam 2x_ Blocking -Lett Support: Top-All, Approx. clip height: 1 5/8", Approx, dip width: 7 3/16", Allowed choice(s): TOP (NO-NOTCH).TOP (U-CLIP) -Right Support: Top-All, Approx. clip height: 1 5/8", Approx. clip width: 7 3/16", Allowed chotee(s): TOP (NO-NOTCH).TOP (U-CLIP) DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1715 1715 1715 Passed (100%) Moment (Ft-Lbs) 8076 7918 10218 Passed (77%) Live Load Defl (in) 0.309 0.613 Passed (L/714) Total Load Defl (in) 0.346 0.919 Passed (L/637) TJPro 59 30 Passed Location LL end Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading MID Span 1 under Floor (Primary Load Group) loading Spanl -Deflection Criteria: MINIMUM(LL:U360,TL:L/240,ALT:0.400"@50.0p8f). -Allowable moment was increased for repetitive member usage. -Deflection analysts Is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: Myron L Company 2450 Impala Drive Carlsbad, CA OPERATOR INFORMATION: Paul Yoder Trus Joist Engineering 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright S> 2003 by True Joist, a Hey*rha«user Bu»in«««Farallam® is a r«gi«t«r«d trademark of Trua Joist.T JH"1, T JL*", T JIM1", TJLX-, T JS» and TJW" are trademark* of Trui Joist. D:\Building Department\Building Department CalcsVMyron Co Mezz\M*zz3-Cl.saia ' C1 Mezzanine Three 18" TJL Open Web Truss @ 16" o/c PWM 2 Eri3n» Varatort 110.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. Jfrie specific product application, input desigff loads and stated dimensions have been provided by others ( _J. ttfcMlHotbeen checked for conformanca*»ith the design drawings of the building, and have not been reviewed by TJ Engineering. _ -. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PR0WCT-*UBSTITUTION VOIDS THl9-fta*Uf*4S, -Allowable Stress Design methodology was used for Building Code UB» analyzing the TJ Custom productJstedBbove. -The open web truss analysis presented is approximate. All open web truss^araxustom designed to cartfthe specific design loads for eacn project Actual truss capacity when fabricated is limited to that required to resist the sAftfid loads. Do not use this analysis to verify the capacity of existing trusses. -Pricing Load (plf) = 187 (#) PROJECT INFORMATfQN: OPERATOR INFORMATION: Myron L Company Paul Yoder 2450 impala Drive Tfus Jpjst Engineering Carlsbad, CA 27042 Towne Centre Drive, Suite 200 Foothill Ranch, CA 92610 Phone: 949616 1600 Copyright 6 2003 by Trua Joiat, * H«yerh»»u»»r Bu*in«ia Parallan* IB • rtgistarcd cradwurk of Trua Jolat, TJ1T',TJ1»,TJU(",TJLX«,TJS* and TJW" are tcadem«rk» of Ttu» Joist. D:\Building Oepattmant\Building Dvpartnant CalcaXMyron Co Hazi\M«zz3-Cl.ana 05/13/2084 08:31 17B8S6GB3B0 DUNN SAVOIE PAGE 01 Dunn Savole Ino. Structural Engineera 908 8. Cleveland 8t. Oeeanelde. CA 820S4 Tel: (760) 966-6S56 Fax: (760)986-6960 TO: Daniel Robinson ft Chfto Saupetad of: Myron L Co-conetruetfort gang From: RHCTTM SAVOIE EmaH: m6tteQ8urfdsi.com Fax: 760-931-9189 4 including cover sheet Phon*; 760-619-1269 * 906-7643 Date;Thursday, May 13,2004 Re: Myron L Company Maozanlno CC: BUi^ant El PorRavfaw DPtaaaaCommant D PtaaaaRaply DPlaaaaRacycla • Comrrwnto: Small macunlrw etartfleaHon; thott 37, grid MM 15- 1) Our ahaar wafl achaduta conaarvativary apacHfaa 3x min mambars at alH ptata and at ae^olnlng varHcal panal jolrrtm for all prywood ahaar walla axcapt P6. Howavar, according to UBC Tabto 23-IN-1 (Plywood ahaar walla, attachad), It la only required for walla axeaadlng 3BO PLF (footnota 3). 2) According to paga 42 (attached) of tha parmltted calca, the actual ahaar at this wall la only 162 PLF for a 13ft length <P6 would be adequate) which la undar the 350 PLF thraahold 3) Therefore, a 2x4 vertical atud at the adjotai^ (2x4 praaaura treated alH plate la atao adequate). You can reach me at my direct line at 760-966-6359 for questions or to discuss. TTianka, Rhett ,-05/13/2004 08:31 17609666360 DUNN SAVOIE PAGE 02 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S, Ctowtand Strart OCEANSIDE,CA 92054PH. (760) 966-63SS FAX (760) 966-6360 Email: <M&«irfdtl.«om JOB. OF. CHECKED av. SCALE i t !•* i j i 11 a i.t.-=pi , 05/13/2004 08:31 17609666360 DUNN SAVOIE PAGE 03 ri I I r^ ^ , 05/13/2004 08:31 17609666360 DUNN SAVOIE PAGE 04 TABLE 23-H-MTABLE 23-H4-2 1997UNVORI TABLE 23-IM-1—ALLOWABLE SHEAR POUND* PER FOOT FOR WOOD STRUCTURAL'ARCH Oft SOUTHERN PHiC'iM NUHLORADC Structural I Sheathing, plywood pud sidng and in UBC Standard 23-2 or 23-3 Plywood panel tiding in grade* cov*fedmUBCStandard 23-2 NQjpULfWag. IWLHHUM t^*^^M\ MMUfc */l* % 7/« »/« I5/32 '/« 3/« 3/a '/» • 15/32 15/3J »** */« '/. ^"^^P^BJff??^SSffiSSf* ja^^U^-l l'/4 l'/2 !*/• l*/4 1V2 !*/• 1V4 l'/j MHBJ NeNHw «d 8d lOd 6d ft) lOd mite*(BgggHfcl* 6d 8d AWJK) tMtl • 200 230* 255* 280 340 160 200 220* 240* 260 310 340 140 160 MMCTLY •wnflM P x DM 4 X U1U 300 3604 3954 430 510 270 300 320* 350* 380 400 510 210 240 TO HUM 0c nun a •f wnini 390 4fiO* 5054 550 665 350 390 410*, 450* 490 600 665 275 310 M • 4*4 2 510 filO4 6704 730 870 450 510 530* 585* 640 770 870 360 410 MNBLJt«%* IWIMk* «r^^5p 8d lOd — 8d lOd — mmtbm"Bar 8d lOd APHMDCHfllnp • 200 280 _ 180 200 200 — 140 160 OVtfl'WTjaYMiS MCt^MP xlM 4 X OJIl4t 300 430 —270 300 380 — 210 240 »qiniin^lll tar nm ^ • Wh MNhMi. 390 r '<- ^y — ".- •350-JS 490V ,.- — " ^ 275^ 310 }A11 panel edges backed with 2-lnch (51 mm) oont»al or wider framing. Panels installed either horizontally or vertically. Space nails at ti inches (152 mari-i -*—g intermediate training members for */*-incb (9.5 mm) and T/i6-l«h (11 nun) panels installed on studs spaced 24 inches (610 ram) on center and m i own) on. center for other rondfrlpna and panel thtcknetSM. Thaw values arc for short-time loads due to wind or earthquake and must be reduced 25.5- Allowable shear values for i „ . . . the JtaaicSftedtjcsfc; nails m Structural I by the following factors; 0-82 for species with specific gravity greater than or equal to 0 42 but less i 0.65 for speciei wMhi spaBfic Invhy lew urn 0.42.>Qfawa)lan4iiiUepacugbIe3sthu6hKnei(152mtt)ODC«nw' ' * 76 mm) nominal or ibifr** iPd imiiffl p" *•"** riMli,|hil? V" ^ I all frwiiagl shall not *** Hi flttP i tiwF* a"i!Pf5h P^' W"^ •*"*"•' »^™**r NTify ^n hifolliukj it'dipped or tumbled. [plaletand t tong'dimepaiOg .edge nailing from i TABLE JWH-a-^ALLOWABLE SHIAH IN FOUNDS PER FOOT FOR PARTICLEBOARp SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PMr*» •ANGLOfWDC M-S4a«IM'24 X2i- 3/8 3/8V2 !/2 */8 ^•••••UM^ ivr iivn 1 1/» t 2 3 8 P twi^Hr*flahipS J luii] " 6d lOd* ANiUJkNll! JN • 120 • 130 140 185 200 Bba^diTDi1 Uln.^U thillemiiiwijaiP KM. 4 XOA14 180 190 210 275 305 WUWM '•CcSJJToi * nf InHI * *torfVmn 230 240 270 360 395 . - • •-•=• l£) '••'.....t 300 315 350 .r 460 520 1 All ptnel edge* backed with 2-inch (51 mm) nommil or wider framing. Space ua3* at 6 inchei (152 mm) On center along intermediate framing members for s/i-indi (9.5 nun) puel installed with the long dimension parallel to studs spac*d 24 inches (610 mm) on center ud 12 inches (305 nun) on center for other condiliopi add panel tbiofcMasc*. These values are for short-time loads due lo wind or earthquake and must be reduced 25 percent for normal loading. Allowable shear valuei for nails In framba; members of oOer specfet set forth In Division III, Part HI, shaD be calculated for »fl grades by multiplying the valuesfor common and galvanized box nails by ibc following factors: Group in, 0.82 and Group IV, 0-65. 2Wbere particleboard it applied on botii faces of a watt and nail Spacing it left* thin 6 indies (152 mm) On Center OA either tide, panel joints shall bt offser to allon different framing members, or framing shall be 3-inch (76 mm) nominal or thicker and nails on each ride shall be 'Where allowable shear vsloes exceed 350 pounds per foot (5. ! 1 N/mm) foundation uili plates and all framing members receiving edge nailing from abutting panels shall not be leas than a single 3-inch (76 mm) nominal member. Nails shall be yUggered. 4Products shall be. manufactured with exterior glue and shall be identified with the words "Exterior Glue" following the product grade designation. 5Fnminn at adjoining panel edges shall be 3-inch (76 mm) nominal or wider and nail* Khali be staggered where lOd nails having penetration into framing of martthan P/a inches (41 mm) are spaced 3 inches (76 torn) or lew on center, 2-2*8 B5/11/2804 11:02 17609666360 DUNN SAVOIE PAGE 01 Dunn Suvol* Inc. Structural EngtaMr*008 8. Cleveland St. OcearttMs,CA WOWTeh (780)e«e4359P«: (700) Mft-6380 TO: Dantel Robinson & Chrto Saupttad oft Myron L Co- construction gang Prom: RHETTM SAVOIE Email: rtiett8Qsurfdsl.com Pax: 780-831-91M 4 including cover sheet Ptiom: 760419-1268 &KM-7M3 Tuesday, May 11,2004 R»: Myron LComp«nyMazzanlrM CO: BUnjmt PorRavltw D PIMM Comnwnt Q PlM«eR«pty D PtoaM Rvcyck Small nwznnln* hoMown ctartfterton: «l>««t 87, grid line G'-16 1) Ttw foundation plan B/S7 cpaeffiM a 4x6 pott with a "PH8" holdown anchor at tha comer and of tha 11ft long P4*ha«r wall. It to undaratood that a 7x7 paraiam poat wtth a Simpaon lCB41/8-7? column baaa has bean provhtod. 2) Pitta* find the attached aa permitted pale page* 42 & 43 which «how a calculated holdown force requirement of only 3.35 kip* (3350 LBS). The capacity of the column baae In uplift la 9660 LBS (a*+ the attached Simpson catalogue page 38). 3) It iaatructunUya^ceptal^ to IIM the post and column base aa provided In lieu of the holdown anchor •pedflad aa long aa tha shear wall la properly edge railed to the 7x7 post You can reach me at my direct line at 760-966-6359 for questions or to discuss. Thanks, Rhett 05/11/2004 11:02 17609666360 DUNN SAVOIE PAGE 02 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Clevabnd Street OCEANSIDE, CA 92054 PH. (760) 966*6355 FAX (760) 966-6360 Email: 4ti@feurM4.com JCW. SHEET NO..Of. OUCULATEDiy. CHECKED BY_Z KWU-I t II H I I'HU t I I I I I I I ii 05/11/2004 11:02 17G096B6360 DUNN SAVOIE PAGE 03 MAY 111 DUNN SAVOIE INC. STRUCTURAL tNOINEttS 908 S. Clevttand Stravt OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 9664360 Email: M9wrfM.com JOB. •HOT NO.,4-5 OM'oi OF. OHBOKD)BV SCALE 05/11/2084 11:02 17B09666360 DUNN SAVOIE LCB/CB COLUMN BASKS PAGE 04 FINISH: LCB, CB44, CB46, GB66—flalvaniz«d; all other CB-Slmpson graypsintorHDG. INSTALLATION: • Use all specified fasteners. See General Notes. • For lull loads, minimum side cover required Is 31 lor CB, 2" for LCB, * Install all modsts with bottom ol base plate tlu&h wttfi concrete. • Poll b«es do not provide adequate rnlstanca to prevent numbers from rotating about the base and Inerefora are not recommended fur nan tap-supported installations (such as lances or vnOrsend carports). OPTIONS: • The LCB may be shipped unassembled; specify "Disassembled" * LCB and CB are available In rough size. Other sizes available 1or CB specify W1 and W2 dimensions- Consult Simpson for bait sizes and allowable loads See PBS. COOES: See page 10 for Code Listing Key Chart.CB44 (CMS, CB8S similar) Configuration of all othtr Co 1 llftE LCf^i CB44 LCB46 CS46 CB4B LCB86 CB64 CN6 CB6-7 CBflS CB86 05BB_ CB&-6 CB9-7.5 CB9-9 CB8-10.5 CB1Q32;: CB1212; Nominal Colinun 4x4 4x4 4x6 I2gax2 4x6 4x6 6x6 6x4 6x6 6x 6x6 6x6 8X8 GLULAM GUILAM GLULAM GLULAM Mitirlal Strap 12 ga x2 7gax2 7 ga x£ 7OBX2 1208x2 7QSX3 3.96X3 3 ga x3 3gax3 3 pa x3 3gax3 (Gfl) 16 16 T 16 , DlniMstont CiRJTnn Fntenen ^.'•'..7' 6T4 12-16d NlJIt 12-16d t2-16d - 2 Oil K ns5^ 14350 17853 14350 14350 17853 14350 14350 14350 30630 20650 2D650 14350 20650 20650 20650 20650 20650 20650 20650 20650 .^0650: .20650 20650 11M) 2255 2255 2255 2705 2705 2705 3545 4200 3530 4200 4200 3200 4200 3525 4200 200 4200 6650 4200 6650 6650 6650 6650 6650 6650 6650 6«50 4250 4^00 4240 4200 4£00 4200 4230 4200 4200 6650 6656 4200 6650 6^6650 6650 665D 6650 6650 6650 6650 6650' 6650 -Co** 2,40 2, 40, 82 2,40 2, 40, 82 2.40 2, 40. 82 LCB 1. Uplift loads have betn increafied 33% and 60% for earthquake or wind loading, with no further increase allowed; reduce where other loads govern 2. PSL IG parallel strand lumber. 3.LCB nail or bglt loids da Ml comblna. CBS (CBS, CB7slmil9r} (or glulam colH(nn The RP6 heavy ste«l ptate fits on the outside of masonry buildings, helps tie the walls to the roof or floor structure with a V*' diameter tori. FINISH; Simpson gray paint. Optional hot-dip galvanized finish; see Corrosion-Resistance, page 5, and specify HDG. MATERIAL: %• steel INSTALLATION: Use a Vi" diamater rod. CAf * Typical RP6Installation :-•" REFER TO PLAN V!EH Ti-4 T -• » TITLE 24 REPORT Title 24 Report for: Myron L. Co.T.!. 2450 Impala Drive Carlsbad, Project Designer: Steven Weber Architect Report Prepared By: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (760) 940-0064 Job Number: nr2-10 Date: 2/10/2004 TTw EnergyPra computer program na» Men usM to perform the calculations summarized in trris compliance report, TO* program has approval and it IB California Enargy Commissim for use with bolfi (fi« Residential and NonmidanMI 2001 Building Energy Efficioncy Siandwt)*. TM« program devetopM by EmrgySon, LLC (415) 6B3-S900. EnergyPro 3.1 By EnergySofl Job Number nr2-10 U»t Number: 1712 r r r Consolidated Fireprotechon, 61 Od Aventda Enemas, Suite A Carlsbad* CA 92009 (7CQ) 431-9901 f»431*1724 CA License 641834 April 8, 2004 Technical Opinion and Report Prepared for: Myron L Company 2450 Impala Drive Carlsbad, CA. For Submittal to: Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, California 92008 r Fire & Life Safety Systems Consulting Inspectio NFPA* MEMBEROIWM ^^ «4 1 Consolidated Fireprotectton, Inc. 6106 Aveiuda Enemas, Suite A Carlsbad. CA 92009 (7GOH3I-99QI tex43M724 CA License 641 d34 April 8, 2004 Ms. Karyn Vaudreuil, Fire Marshal i Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, California 92008 RE: Myron L Company - Technical Opinion and Report pI Dear Ms. Vaudreuil:i _ The following technical opinion and report is written on behalf of the Myron L. Company, at the direction of the Mr. Dan Robinson, its Project Manager. The writer has compiled the following information for use in preparation of this "Technical Opinion & Report" which is intended to — address minimum California Fire & Building Code requirements applicable to the owner's use of the facility located at 2450 Impala Drive, Carlsbad, CA. r- Compliance with the California Fire & Building Codes is based on information collected from Myron L Company, including architectural floor plans, rack storage plans, an overview of facility operations and a review of the firm's products offered by Mr. Robinson and a review of — data and information on the company website: http:\\www.myronl.com. Consolidated Fireprotection, Inc. shall not be held liable for errors in this document due to failure to disclose information either intentional or otherwise. r- Scope: This document is for the purposes of Construction Approval and Certificate of Occupancy *~ permits only. Any discrepancies between the information in this report and conditions ' discovered during inspection are the sole responsibility of Myron L. Company. Final inspection for occupancy and verification of compliance with requirements and conditions described in this "~ report shall be the responsibility of the authority having jurisdiction and are outside the scope of i this report. f~ Negative Impact: 1 This report will confirm our opinion that Myron L. Company will introduce no increase of hazards with the proposed tenant improvement and operations of the facility. Additionally, this ; report will demonstrate Myron L Company's complete compliance with 2001 editions of the California Fire & Building Codes. This comprehensive fire protection plan is thorough, and will illustrate that an adequate level of fire and life safety protection is provided to the occupants of the building. " A Fire & Life Safety Systems * Consulting * Inspections NFPA* MEMBER M-04 Myron L Company - Technical Opinion & Report (Cont) Page 2 Report Purpose: 1. Identify materials and/or operations that present a hazard per the California Fire Code and develop methods of protection. 2. Present information related to the design of the building/facility and operations to indicate the acceptance of materials and safe practices. Report Elements:r • Address minimum requirements for the storage, handling and use of hazardous materials and the storage of raw materials and finished goods within this facility. • Classify commodities stored or used within the building. • Review storage array and related protection requirements. • Chemical analysis and hazardous materials inventory statement (HMIS). • Review of hazardous materials storage, use and quantity limitations in accordance with applicable codes. • Present an analysis of the design, operation and use of the building. • Outline general safety procedures for occupant safety and building protection. Code Analysis/Technical References: The following codes and/or standards are applicable for this evaluation: • 2001 California Fire Code • 2001 California Building Code • National Fire Protection Association Standard 13 - Standard for the Installation of Sprinkler Systems Facility Description of Operations: The Myron L Company manufactures Water Testing Equipment for conductivity and pH instrumentation used in municipal, commercial and industrial water quality control, chemical concentration testing and process control. Their product line includes handheld and in-line, conductivity/TDS & resistivity, pH & ORP instrumentation, calibration solutions and buffers and related accessories. Myron L instruments are used in a variety of applications, including water treatment; metal finishing, agriculture, aquaculture, and printing, RO & DI, hemodialysis, and electronics manufacturing and environmental studies/protection. Fire & Life Safety Systems * Consulting * Inspections Consolidated hteprotectaon, Inc. i_ Myron L Company - Technical Opinion & Report (Cont) | Page 3 Building Description/Information: This evaluation pertains to specifically the operations and tenant improvements proposed for 2450 Impala Drive, Carlsbad, CA. The owner is currently in operation as a tenant at 6115 Corte r- del Cedro, Carlsbad, CA with operations identical to those proposed for this new location. The building is a Type VN - fully sprinklered tilt-up, owner-occupied building with an existing — fire sprinkler system designed to deliver a density of 0.45 gpm per sqft over the most demanding 3,000 sqft of floor area. Tenant improvements include the addition of three mezzanines, to be protected with sprinklers designed for Extra Hazard - Group 2 Occupancies per NFPA 13,1999 r- edition; .40/2500 sqft. Plans are currently in plan review pending approval. s Total building area (approximately) 42,450 sqft r Assembly/Repair (approximately) 12,000 sqft I Machine/Hobby Shop (approximately) 6,200 sqft Existing Office Area 10,672 sqft f~ New Mezzanines: A 3,350 sqft 1 B 1,850 sqft C 953 sqftrStorage on the 2nd level of Mezzanine C will be stacked water (only). The storage above and below Mezzanines A & B will include shelves, pallets and on floor stacks. No pallet racks are planned for this facility. All storage is located either above or below the mezzanines, with a maximum storage height of 12 ft. The building has a 30 ft ceiling height however the only area of the building with a clear height available greater than 16 ft, is the assembly area, where test equipment is assembled by hand on benches. While most of Myron L Company manufacturing is done offshore and in Mexico, the assembly process includes installing a computer circuit board and diodes into the unit housing. Each unit requires a few soldered connections, which are performed by hand with resin core 95/5 silver solder. Each assembly station has a small bottle of alcohol for use in cleaning connections with small wipes. All spent wipes are disposed of in approved spring loaded cans, which are in turn emptied at the end of each shift. It should be noted for the purpose of this report that the owner does not intend to store any materials above 12 ft high. However, this report is based upon storage heights of 15 ft, which is the highest possible storage height in the areas designated as storage use. Fire & Life Safety Systems * Consulting * Inspections Consolidated Firepnoteebon, Inc. I Myron L Company - Technical Opinion & Report (Cont) Page 4 f~ Fire Protection Requirement Analysis for Storage of Materials: The areas designated as storage and warehouse include a variety of raw materials, finished products and packaging materials used in the manufacture of water testing equipment. The hand-held and bench-top models are primarily made up of an electronic circuit board, diodes, wiring and instrumentation assembled in a Valox plastic housing. For the purpose of this report, the storage commodity shall be considered unexpanded Group A Plastics, stored on the floor and on shelves. i The finished product is packaged in Styrofoam bricks, specifically cut out to accommodate each product. The individual packaged units are put into cardboard boxes and stored on shelves for shipping. 1 The packaging materials are considered Expanded Group A Plastics, stored on pallets on the floor level to a height not exceeding 5 ft. Expanded exposed group A plastics are not permitted : to be stored within or on top of pallet racks, per NFPA 13 and the UFC. The following materials are stored within shelves are 12 ft height: : > Computer circuit boards 1 > Cables > Misc. small plastic parts in boxes and in plastic bins [ > Manuals t > Housing (Valox Plastic) > Electrodes and diodes f~ > Screws, Hardware, etc. ; > Water based solution for use in field testing. *"" The products are classified as a Class IV commodity overall however, for the purpose of this report and in an effort to avoid restrictive storage methods or areas, the entire analysis will be based upon Group A plastics as noted above. r- : Fire Sprinkler Design Requirements per NFPA 13,1999 Edition (UFC Standard 81-2): *" 1. Per Table 7-3.3.1.1 Decision Tree for General Storage of Plastics, the required density/area for Non-Expanded Group A Plastics in a Stable Array, Exposed, less than 12 ft in height with a roof deck or ceiling up to and including 20 ft refers us to Column E, ~~ which prescribes a density/area per EH2, which can be found in Figure 7-2.3.1.2 and is 0.40 gpm/2500 sqft. r r Fire & Life Safety Systems * Consulting * Inspections Consolidated Fireproteefcion, Inc. r Myron L Company - Technical Opinion & Report (Cont) PageS 2. Per Table 7-3.3.1.1 Decision Tree for General Storage of Plastics, the required density/area for Expanded Exposed Group A Plastics in a Stable Array, equal to or less than 5 ft in height with a roof deck or ceiling up to and including 25 ft refers us to Column B, which prescribes a density/area of 0.2 gpm/2500 sqft and allows storage up to 12 ft with a roof height of 15 ft maximum with an area/density equal to EH2 (.4/2500). In all cases, the existing fire sprinkler design density is adequate for the storage array proposed at this site with the following caveats:',~.x- "-'- *',~,f. .'/^/^,',' ~'.'\- ".•v\\ vv ,^v~. ^ ^ -, v \ v-,v--\ /•-•y.'N /\"^ /\ sy\'~,/\',^^s\ s~\;\ v\ "-/V s\f, yv-vx VN-vy'/v > There shall be no storage of expanded, exposed Group Aplastici (Styrofdafti)' $>6ve 5:ff and not in or on top of shelf units... > Cartoned, expanded Group A Plastics may be stacked on floor or stored on shelves up to 15 ft high. : : Hazardous Materials: Aggregate quantities of materials for storage are identified in the following Hazardous Materials Inventory Statement and the Comparative Summary of Hazardous Materials to Exempt Amounts per the Building Code and Fire Code. For the purpose of this report, the entire building shall be considered as one control area. Hazardous Materials Inventory Statement (HMIS) Summary Product Acetone Isopropyl Alcohol Methanol Alcohol Tetrahydrofuran (THF) Dow Corning 1205 Primecoat GE Silicone Primer SS 4179 3M Tape Primer #94 GE Electric PSA529 Silicone Resin in Toluene Form Liquid Liquid Liquid Liquid Liquid Liquid Liquid Liquid Quantity Stored or Used 5 gal 5 gal 5 gal Igal IPint IPint '/2 Pint 5 gal CFC Classification Class I-B Flammable Flammable Vapors Irritant; Toxic; OHH Class I-B Flammable Flammable Vapors Irritant; Toxic; OHH Class I-B Flammable Flammable Vapors Irritant; Toxic; OHH Class I-B Flammable Irritant; Toxic; OHH Class I-A Flammable Irritant; OHH; Toxic Class I-A Flammable Irritant; OHH; Toxic Class I-B Flammable Irritant; Toxic; Carcinogen Class I-B Flammable Liquid Irritant; OHH; Toxic Comments: Extremely Flammable Use in well vented areas Extremely Flammable Use in well vented areas Extremely Flammable Use in well vented areas Extremely Flammable Use in well vented areas Disposal in permitted Hazardous Waste Facility or Incinerated Fire & Life Safety Systems Consulting Inspections r O OJ)U « r r r RJO 'SJS aEoO r r ri r CO LU LU ec LU zm CM 1 ^ § tl h-D fi L.t/0 0s >. coS "-B E2 S© V C flf'-Ck. RO U W5 .j W) « ZS .S >-e 3 ° "5! W ^* all •o 4> « >, D01 v2 Igtii 5 | S| si M I0' QJQ Name(Chemical)(Material)(Product)(I.D. one or more of the a"e3 "" iS « -T g 5? "B « O e " « u" o < L. '« N a « ^ co 5 o o •O TO ^ Q > UJ Q. CO < ^^o2 . ^" N O ^ Co COo LO Acetone (2 - Propane)oo co "co O LO ^" CO'•S ^ Q" cj O-^ CO J= o ^ u^ CL coCD < ^y O OT ^^^ NO ^ CO CO O in "oc CO Isopropyl AlcoholIPA Isopropanol 2-PropOo co "too LO ?~ co'•B -"= Sy cj o -g CO -C O i^ U^ Q. COCD < l^xo505 _ ^~ NO CO ^ Co COO ID Methanol Alcoholoo co "cooto ^™ 0 0ro .c > UJ CO CD < ^Oow . ^ (Joo CO c CO T—Tetrahyd rofuran (THF)oo cO "co O T— ?" Co § o D_ CD CD < ^U O (O . ^ uuo CO co CO Y—Dow Corning1205Primecoatoo c Q_ ?~ co 3 O Q. COQ) < ^Oow ^^^~ 8oCO •e CO O "General Electric SiliconePrimer SS 41 79oo c CL ^ co 3TJo Q. COCU < ^CJo **" CJCJo CO •1-1 CL T—3M Tape Primer #94oo c Q_ CN ^" co T3 O CL (0 0) < ^CJoto ^r Ooo CO co COo LO General Electric PSA529Silicone Resin in Toluen<oo co "co IO CJ - ^ Ert rr « !" ^ II1 Consolidated hreprotedaon, Inc. Myron L Company - Technical Opinion & Report (Cont) Page? Allowable Exempt Amounts: Aggregate quantities of materials for use are identified by hazard class in the following Summary of Hazardous Materials to Exempt Amounts per the Building and Fire Code Tables 3-E and 7903.2-B. CFC/UBC Classification Flammable Liquid I-A Flammable Liquid Class I-B Irritant Toxic Other Health Hazards Amount in open use 60 cc <5 gal. < 5 gal. < 5 gal. < 5 gal. Amount in storage 2 pints 22 gal 22 gal. 22 gal. 22 gal. Allowable Stored per CBC & CFC 60 gal. 120 gal. N.L. per Table 8001.15-B 1000 gal 20 gal Allowable open use per CBC & CFC 10 gallons per Table 3-D & CFC Table 7903.2-B 15 gallons per Table 3-D and CFC Table 7903.2-B 500 gal without exhaust vent 125 gal N.L. per note 1 1 Table 3-E * Exempt quantities have been increased as allowed for sprinklered buildings. Storage of flammable liquids in approved storage lockers would allow an additional 100% increase in the allowable amounts stored. Hazardous Materials Handling and Use: All chemicals are stored and used in accordance with the respective manufacturer's written recommendations and procedures. 3M Tape Primer #94, a clear liquid with the consistency of water is noted in the HMIS below, is used as a cleaning agent prior to attaching the gauge onto the units. The primer is applied with a q-tip applicator with no waste material. The residue evaporates and spent q-tips are discarded into approved snap-lid cans. r r r Smoke & Heat Vents; No smoke or heat vents are present at this facility and none are prescribed by codes or recommended by this report. Draft Curtain Boards: No draft curtains are present at this facility and none are prescribed by codes or recommended by this report. General Safety Practices • No smoking will be permitted in the building. • All employees will receive special training on the use of portable fire extinguishers of the type to be provided in this building. • An evacuation plan will be in place. • Exit doors will be maintained unobstructed and will be opened weekly to ensure their operation. • Aisles shall remain clear at all times (except for loads being moved in or out). • Fire hose valve stations for use in 1st aid fire fighting and mop up operations shall be provided. Fire & Life Safety Systems Consulting Inspections r Consolidated Fireprotectton, Inc. f~ Myron L Company - Technical Opinion & Report (Cont) 1 Page 8 i Hydrants/Access Roadways: Hydrants and fire department access roadways will continue to be maintained unobstructed and accessible i to emergency response crews. Exiting/Egress: The basic layout of the building is in conformance with the 2001 CBC. The travel distance from any point in the building to an exit does not exceed 250 feet. All exit doors are at least three feet wide and proper exit signs over each door will be provided. [1 Fire Extinguishers: Minimum 2A10BC rated fire extinguishers shall be provided for every 50 feet of travel distance. { Fire Hose Stations: Per the exception to NFPA 13, section 7-3.1.1, small fire hose valve stations normally required in storage occupancies are not provided and not prescribed where storage does not exceed 12 ft in height. Conclusion: ' Based upon our review of the storage arrangements and use, and the recommendations contained in this report, it is our opinion that in full compliance with the requirements of the CBC and CFC 2001 Editions. r—' If you have any comments or questions regarding this report or the proposed use of this facility, please do not hesitate to contact the undersigned or the owner directly. f Respectfully submitted, r Robert G. Caputo President mFire & Life Safety Systems * Consulting * Inspections K5k«NrRft MCMMR 03-04 LJU U UJ g LU o LU C m 2 1E LU o Q OinTrs 2001 CALIFORNIA BUILDING CODE TABLE 3-E r r TABLE 3-E—EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES PER CONTROL AREA''2 When two units are given, values within parentheses are in pounds (Ibs.) MATERIAL 1. Corrosives10 2. Highly toxics7 3. Irritants9 4. Sensitizers9 5. Other health hazards9 6. Toxics7 STORAGE3 Solid Lb3.4.s.6 X O.4536 for kg 5,000 10 N.L. N.L. N.L. 500 LiquidGallons4'5 •* (Lbs.) x 3.785 (or Lx 0,4536 for kg 500 (10) N.L. " N.L. N.L. (500) GasCu. R.s x 0.028 (or m3 81 06 20s 8106'11 8106'11 8106'11 8106 USE3— CLOSED SYSTEMS Solid Lb3.".5 x 0,4536 for kg 5,000 10 N.L. N.L. -N.L. 500 LiquidGallons* .5 (Lbs.) x 3.785 for Lx 0.4536 for kg 500 (10) N.L. ' N.L. N.L. (500) GasCu. Ft. * x 0.02B for m3 8 ID6 208 8106'11 8106-" 8106'11 8108 USE3— OP€N SYSTEMS SolidLbs,4-5 x 0.4536 for kg 1,000 3 5.00011 5,000" 5, GOO11 125 LiquidGallons*.5 (Lbs.) x 3.785 (or LX 0.4536 tor kg 100 (3) 50011 50011 500 n (125) N.L. = Noiiimited. 1 Control areas shall be separated from each other by no! less than a one-hour fire-resistive occupancy separation. The number of control areas wiihin a building used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Section 204.2The quantities of medicines, foodstuffs and cosmetics, containing not more than 50 percent by volume of water-miscible liquids and with the remainder of the solutions not being flammable, in retail sales uses are unlimited when packaged in individual containers not exceeding 4 liters.3The aggregate quantity in use and storage shall not exceed the quantity listed for storage.4The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid health hazard materials within a single control area of Group M Occu- pancies used for retail sales may exceed the exempt amounts when such areas are in compliance with the Fire Code.5Quantities may be increased 100 percent in sprinklered buildings. When Footnote 6 also applies, the increase for both footnotes may be applied.6Quan titles may be increased 100 percent when stored in approved storage cabinets, gas cabinets or exhausted enclosures as specified in the Fire Code. When Foot- note 5 also applies, the increase for both footnotes may be applied.7For special provisions, see the Fire Code.8Permilted only when stored in approved exhausted gas cabinets, exhausted enclosures or fume hoods. ,9Irritanls, sensitizers and other health hazards do not include commonly used building materials and consumer products that are not otherwise regulated by this code.10For stationary lead-acid battery systems, see the Fire Code.nThe quantities allowed in a sprinklered building are not limited when exhaust ventilation is provided in accordance with the Fire Code. See Table 8001.15-B, Footnote 12. 1-40.7 7901.11.9TABLE 7901.4-A 2001 CALIFORNIA FIRE CODE trade size of the pipe or tube when the radius is measured from the inside edge of the pipe or tube. 7901.11.10 Testing. Unless tested in accordance with the appli- cable sections of nationally recognized standards for pressure pip- ing (see Article 90, Standard a.2.3), piping, before being covered, enclosed or placed in use, shall be hydro statically tested to 150 percent of the maximum anticipated pressure of the system, or pneumatically tested to 110 percent of the maximum anticipated pressure of the system, but not less than 5 psig (34.47 kPa) at the highest point of the system. This test shall be maintained for a suf- ficient time period to complete visual inspection of all joints and connections. For a minimum of 10 minutes, there shall not be leak- age or permanent distortion. Care shall be exercised to ensure that these pressures are not applied to vented storage tanks. Such stor- age, tanks shall be tested independently from the piping. Existing piping shall be tested in accordance with Section 7901.11.10 when the chief has reasonable cause to believe that a leak exists. Piping that could contain flammable or combustible liquids shall not be tested pneumatically. Such tests shall be at the expense of the owner or operator. EXCEPTION: Vapor-recovery piping is allowed to be tested using an inert gas. 7901.12 Powered Industrial Truck Operation. Powered in- dustrial trucks shall be listed and labeled for use in the environ- ment intended and shall be in accordance with nationally recognized standards. See Article 90, Standard n.2.2. 7901.13 Maintenance of Protected Aboveground Tanks. Pro- tected aboveground tanks and connected piping shall be main- tained in a safe operating condition. Protected aboveground tanks shall be maintained in accordance with their listings. Damage to protected aboveground tanks shall be repaired using materials having equal or greater strength and fire resistance or the protected aboveground tank shall be replaced or taken out of ser- vice. TABLE 7901.1-A—CLASSIFICATION OF FLAMMABLE AND COMBUSTIBLE LIQUIDS (See Sections 7901.1.2 and 7901.4.3) CLASSIFICATION Class I I-A I-B I-C Class II Class III ni-A m-B Crude Petroleum FLASH POINT (FAHRENHEIT) 0.556 x (t-p - 32) for °C Less than 73 degrees Less than 73 degrees Greater than or equal to 73 degrees and less than 100 degrees Greater than or equal to 100 degrees and less than 140 degrees Greater than or equal to 140 degrees and less than 200 degrees Greater than or equal to 200 degrees Less than 150 degrees BOILING POINT (FAHRENHEIT) 0.556 x(t.F- 32) for °C Less than 100 degrees Greater than or equal to 100 degrees N/A N/A N/A N/A N/A N/A = Not applicable to classification. 1 When heated, sprayed or mixed, Class n or HI liquids can assume the characteristics of lower flash point liquids. Under such conditions the appropriate provisions of Article 79 for the actual flash point shall apply. For construction requirements, see the Building Code. When flammable or combustible liquids present multiple hazards, all hazards shall be addressed. See Section 8001.1.3. TABLE 7901.4-A—CLASS I ELECTRICAL EQUIPMENT LOCATIONS1 (See Section 7901.4.2.1) LOCATION Underground tank fill opening Vent — Discharging upward Drum and container filling Outdoor or indoor with adequate ventilation Pumps, bleeders, withdrawal fittings, meters and similar devices Indoor Outdoor Pits Without mechanical ventilation GROUP 0DIVISION 1 2 1 2 1 2 2 2 1 EXTENT OF CLASSIFIED AREA Pits, boxes or spaces below grade level, any part of which is within the Division 1 or 2 classified area. Up to IS inches (457.2 mm) above grade level within a horizontal radius of 10 feet (3048 mm) from a loose-Mil connection and within a horizontal radius of 5 feet ( 1 524 mm) from a tight-fill connection. Within 3 feet (914.4 mm) of open end of vent, extending in all directions. Area between 3 feet (914.4 mm) and 5 feet (1524 mm) of open end of vent, extending in all directions. Within 3 feet (914.4 mm) of vent and fill opening, extending in all directions. Area between 3 feet (914.4 mm) and 5 feet (1524 mm) from vent of fill opening, extending in all directions. Also up to 18 inches (457.2 mm) above floor or grade level within a horizontal radius of 10 feet (3048 mm) from vent or fill opening. Within 5 feet (1524 mm) of any edge of such devices, extending in all directions. Also up to 3 feet (914.4 mm) above floor or grade level within 25 feet (7620 mm) horizontally from any edge of such devices. Within 3 feet (914.4 mm) of any edge of such devices, extending in all directions. Also up to 18 inches (457.2 mm) horizontally from an edge of such devices. Entire area within pit if any part is within a Division 1 or 2 classified area. 1-172 2001 CALIFORNIA FIRE CODE TABLE 7902.3-A TABLE 7902.5-B TABLE 7902.3-A—OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS (See Sections 7902.3.3.1 and 7902.3.3.2) CLASSOF LIQUID I- A I-B I-C 11m CONTAINER STORAGE— MAXIMUMPER PILE Quantity1*2 (gallons) x 3.785 tor L 1,100 2,200 4,400 8,800 22,000 Height «Mt) x 304.8 for mm 10 12 12 12 18 PORTABLE TANKSTORAGE— MAXIMUM PER PILE Quantity1'3 (gallons) . x 3-785 for L 2.200 4,400 8,800 17,600 44,000 Heighl(f«t) MINIMUM DISTANCEBETWEEN PILES ORRACKS (feel) MINIMUM DISTANCETO PROPERTY LINE OF PROPERTY THAT CAN BE BUILT UPON3.4 (feet) MINIMUM DISTANCETO STREET, ALLEY ORA PUBLIC WAY* (feet) x 304.8 lor mm 1 14 14 14 14 5 5 5 5 5 50 50 50 25 10 10 10 10 5 5 'For mixed class storage, see Section 7902,3.3.1. 3 For storage in racks, the quantity limits per pile do not apply, but the rack arrangement shall be limited to a maximum of 50 feet (15 240mm) in length and two rows or 9 feet (30 480 mm) in depth. 3If protection by a public fire department or private fire brigade capable of providing cooling water streams is not available, the distance shall be doubled.4When the total quantity stored does not exceed 50 percent of the maximum allowed per pile, the distances are allowed to be reduced 50 percent, but not less than 3 feet (914.4 mm). TABLE 7902.5-A—EXEMPT AMOUNTS OF FLAMMABLE AND COMBUSTIBLE LIQUIDS- MAXIMUM QUANTITIES STORED PER CONTROL AREA1'2'3 (See Section 7902.5.7) TYPE OF LIQUID Flammable Class I-A Class 'I-B Class I-C Combination I-A, I-B, J-C Combustible Class H Class HI-A Class JJI-B EXEMPT AMOUNT (gallons) x 3.785 for L 30 60 90 1204 120 330 13,200s 1 Control areas shaU be separarted from each other by not less than a one-houi fire-resistive occupancy separation. The number of control areas within a building used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sections 204 and 8001.10.2. Quantities are allowed to be increased 100 percent when stored in approved storage cabinets. When Footnote 3 applies, the increase for each footnote is allowed. 3Quantities are allowed to be increased 100 percent in buildings equipped with an approved automatic sprinkler system. When Footnote 2 applies, the increase for each footnote is allowed. 4Combinations shall not contain more than the exempt amounts of any individual class. 'Quantities permitted in a building equipped with an approved automatic sprinkler system are not limited. TABLE 7902.5-B—EXEMPT AMOUNTS OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES USES- MAXIMUM QUANTITIES STORED PER CONTROL AREA1 (See Section 7902.5.7.1) TYPE OF LIQUID Flammable: Class I-A Flammable and combustible: Combination Class I-B, I-C, H and in-A Combustible: Class ffi-B EXEMPT AMOUNTS (gallon*) x 3.7S5 for L Sprinkler*!1 par Footnote D«n«Hlaaand Arrangements 60 7,5003 Unlimited Sprlnklarad par Tabtat 7902.5-F through 7902.5- K 60 I5.0003 Unlimited Unaprlnklared 30 1,600 13,200 'Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sections 204 and 8001.10.2. 2To be considered as sprinklered, buildings shall be protected with approved automatic sprinkler systems with designs providing minimum densities as follows: For uncartoned commodities on shelves 6 feet (1829 mm) or less in height where the ceiling height does not exceed 18 feet (5486 mm), quantities are those per- mitted with a. minimum sprinkler design density of Ordinary Hazard Group 2. For cartoned, palletized or racked commodities where storage is 4 feet 6 inches (1372 mm) or less in height and where the ceiling height does not exceed 18 feet (5486 mm), quantities are those permitted with a minimum sprinkler design density of 0.21 gpm per square foot [8.56 L/(min»m2)] over the most remote 1,500-square-foot (139 m2) area. 3When wholesale and retail sales or storage areas exceed 50,000 square feet (4645 m2) in area, exempt amounts are allowed to be increased by 2 percent for each 1,000 square feet (92.9 m2) of area in excess of 50,000 square feet (4645 m2), up to a maximum of 100 percent of the table amounts. A control area separation is not required. The cumulative amounts, including amounts attained by having an additional control area, shall not exceed 30,000 gallons (113 562 L). r 1-193 GENERAL INFORMATION 13-11 nearby wall in a pattern resembling one-quarter of a sphere, with a small portion of the discharge directed at the wall behind the sprinkler. Upright Sprinkler. A sprinkier designed to be installed in such a way that the water spray is directed upwards against the deflector. 1-4.5.4 The following sprinklers are defined according to spe cial application or environment. Corrosion-Resistant Sprinkler. A sprinkler fabricated with corrosion-resistant material, or with special coatings or plat- ings, to be used in an atmosphere that would normally cor- rode sprinklers. Dry Sprinkler. * A sprinkler secured in an extension nipple that has a seal at the inlet end to prevent water from entering the nipple until the sprinkler operates. Intermediate Level Sprinkler/Rack Storage Sprinkler. A sprinkler equipped with integral shields to protect its operat- ing elements from the discharge of sprinklers installed at higher elevations.' Ornamental/Decorative Sprinkler. A sprinkler that has been painted or plated by the manufacturer. 1-4.6 Construction Definitions. Obstructed Construction.* Panel construction and other construction where beams, trusses, or other members impede heat flow or water distribution in a manner that materially affects the ability of sprinklers to control or suppress a fire. Unobstructed Construction.* Construction where beams, trusses, or other members do not impede heat flow or water dis- tribution in a manner that materially affects the ability of sprin- klers to control or suppress a fire. Unobstructed construction has horizontal structural members that are not solid, where openings are at least 70 percent of the cross-section area an the depth of the member does not exceed the least dimension of the openings, or all construction types where the spacing of structural members exceeds 7V2 ft (2.3 m) on center. 1-4.7 Private Water Supply Piping Definitions. Private Fire Service Main.* Private fire service main, as used in this standard, is that pipe and its appurtenances on pri- vate property (1) between a source of water and the base of the riser for water-based fire protection systems, (2) between a source of water and inlets to foam-making systems, (3) between a source of water and the base elbow of private hydrants or monitor nozzles, and (4) used as fire pump suc- tion and discharge piping, (5) beginning at the inlet side of the check valve on a gravity or pressure tank. 1-4.8 General Storage Definitions. Array, Closed. A storage arrangement where air movement through the pile is restricted because of 6-in. (152-mm) or less vertical flues. Array, Open.* A storage arrangement where air movement through the pile is enhanced because of vertical flues larger than 6 in. (152mm). Available Height for Storage.* The maximum height at which commodities can be stored above the floor and still maintain adequate clearance from structural members and the required clearance below sprinklers. Bin Box Storage. Storage in five-sided wood, metal, or card- board boxes with open face on the aisles. Boxes are self-sup- porting or supported by a structure so designed that little or 10 horizontal or vertical space exists around boxes. Ceiling Height. The distance between the floor and the underside of the ceiling above (or roof deck) within the stor- age area. ^Clearance. The distance from the top of storage to the ceil- ing sprinkler deflectors. Commodity. Combinations of products, packing material, and container upon which the commodity classification is based. Compartmented.* The rigid separation of the products in a container by dividers that form a stable unit under fire conditions. Container (Shipping, Master, or Outer Container).* A receptacle strong enough, by reason of material, design, and construction, to be shipped safely without further packaging. Encapsulation. A method of packaging consisting of a plas- tic sheet completely enclosing the sides and top of a pallet load containing a combustible commodity or a combustible package or a group of combustible commodities or combusti- ble packages. Combustible commodities individually wrapped in plastic sheeting and stored exposed in a pallet load also are to be considered encapsulated. Totally noncombustible com- modities on wood pallets enclosed only by a plastic sheet as described are not covered under this definition. Banding (i.e., stretch-wrapping around the sides only of a pallet load) is not considered to be encapsulation. Where there are holes or voids in the plastic or waterproof cover on the top of the car- ton that exceed more than half of the area of the cover, the term encapsulated does not apply. The term encapsulated does not apply to plastic-enclosed products or packages inside a large, nonplastic, enclosed container. Expanded (Foamed or Cellular) Plastics. Those plastics, the density of which is reduced by the presence of numerous small cavities (cells), interconnecting or not, dispersed throughout their mass. Exposed Group A Plastic Commodities. Those plastics not n packaging or coverings that absorb water or otherwise appreciably retard the burning hazard of the commodity. (Paper wrapped or encapsulated, or both, should be consid- ered exposed.) Free-Flowing Plastic Materials. Those plastics that fall out of their containers during a fire, fill flue spaces, and create a smothering effect on the fire. Examples include powder, pel- lets, flakes, or random-packed small objects [e.g., razor blade dispensers, 1-oz to 2-oz (28-g to 57-g) bottles]. Packaging. A commodity wrapping, cushioning, or container. Palletized Storage. Storage of commodities on pallets or other storage aids that form horizontal spaces between tiers of storage. Pile Stability, Stable Piles.* Those arrays where collapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire development. Pile Stability, Unstable Piles,* Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 1999 Edition 13-12 INSTALLATION OF SPRINKLER SYSTEMS Roof Height. The distance between the floor and the underside of the roof deck within the storage area. Shelf Storage. Storage on structures less than 30 in. (76.2 cm) deep with shelves usually 2 ft (0.6 m) apart verti- S:ally and separated by approximately 30-in. (76.2-cm) aisles. Solid Unit Load of a Nonexpanded Plastic (Either Cartoned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces available to burn. Storage Aids. Commodity storage devices, such as pallets, dunnage, separators, and skids. Unit Load. A pallet load or module held together in some manner and normally transported by material-handling equipment. 1-4.9 Rack Storage Definitions. Aisle Width.* The horizontal dimension between the face of the loads in racks under consideration. [See Figure A-l-4.9(a).J Bulkhead. A vertical barrier across the rack. Cartoned. A method of storage consisting of corrugated cardboard or paperboard containers fully enclosing the commodity. Conventional Pallets.* A material-handling aid designed to support a unit load with openings to provide access for mate- rial-handling devices. [SeeFigureA-l-4.9(b).] Face Sprinklers. Standard sprinklers that are located in transverse flue spaces along the aisle or in the rack, are within 18 in. (0.46 ra) of the aisle face of storage, and are used to oppose vertical development of fire on the external face of storage. Horizontal Barrier. A solid barrier in the horizontal posi- tion covering the entire rack, including all flue spaces at cer- tain height increments, to prevent vertical fire spread. Longitudinal Flue Space.* The space between rows of storage perpendicular to the direction of loading. [See Figure A-l-4.9(c).] Rack.* Any combination of vertical, horizontal, and diago- nal members that supports stored materials. Some rack struc- tures use solid shelves. Racks can be fixed, portable, or movable [see Figures A-l-4.9 (a) through (m)]. Loading can be either manual — using lift trucks, stacker cranes, or hand placement — or automatic —"using machine-controlled stor- age and retrieval systems. Racks, Double-Row. Two single-row racks placed back-to- back having a combined width up to 12 ft (3.7 m), with aisles at least 3.5 ft (1.1 m) on each side. Racks, Movable. Racks on fixed rails or guides. They can be moved back and forth only in a horizontal, two-dimensional plane. A moving aisle is created as abutting racks are either loaded or unloaded, then moved across the aisle to abut other racks. Racks, Multiple-Row. Racks greater than 12 ft (3.7 m) wide or single- or double-row racks separated by aisles less than 3.5 ft (1.1 m) wide having an overall width greater than 12 ft (3.7m). Racks, Portable. Racks that are not fixed in place. They can be arranged in any number of configurations. Racks, Single-Row. Racks that have no longitudinal flue space and that have a width up to 6 ft (1.8m) with aisles at least 3,5 ft (1.1 m) from other storage. Slave Pallet. A special pallet captive to a material-handling system. [SeeFigure A-l-4.9(b).J Solid Shelving. Solid, slatted, and other types of shelving located within racks that obstruct sprinkler water penetration down through the racks. Transverse Flue Space. The space between rows of storage parallel to the direction of loading. [See Figure A-l-4.9(c).] 1-4.10 Rubber Tire Storage Definitions. Banded Tires. A storage method in which a number of tires are strapped together. Horizontal Channel. Any uninterrupted space in excess of 5ft (1.5 m) in length between horizontal layers of stored tires. Such channels can be formed by pallets, shelving, racks, or other storage arrangements. Laced Tire Storage. Tires stored where the sides of the tires overlap, creating a woven or laced appearance. [SeeFig- ure A-l-4. W.l(g)J Miscellaneous Tire Storage.* The storage of rubber tires that is incidental to the main use of the building. Storage areas shall not exceed 2000 ft2 (186 m2). On-tread storage piles, regardless of storage method, shall not exceed 25 ft (7.6 m) in the direction of the wheel holes. Acceptable storage arrange- ments include (a) on-floor, on-side storage up to 12 ft (3.7 m) high; (b) on-floor, on-tread storage up to 5ft (1.5m) high; (c) double-row or multirow fixed or portable rack storage on-side or on-tread up to 5 ft (1.5m) high; (d) single-row fixed or por- table rack storage on-side or on-tread up to 12 ft (3.7 m) high; and (e) laced tires in racks up to 5 ft (1.5 m) in height. On-Side Tire Storage. Tires stored horizontally or flat. On-Tread Tire Storage. Tires stored vertically or on their treads. Palletized Tire Storage. Storage on portable racks of vari- ous types utilizing a conventional pallet as a base. Pyramid Tire Storage. On-floor storage in which tires are formed into a pyramid to provide pile stability. Rubber Tires. Pneumatic tires for passenger automobiles, aircraft, light and heavy trucks, trailers, farm equipment, con- struction equipment (off-the-road), and buses. 1-4.10.1* Rubber Tire Rack Illustrations. See Figures A-l-4.10.1(a) through (g). 1-4.11 Baled Cotton Definitions. Baled Cotton.* A natural seed fiber wrapped and secured in industry-accepted materials, usually consisting of burlap, woven polypropylene or sheet polyethylene, and secured with steel, synthetic or wire bands, or wire; can also include linters (lint removed from the cottonseed) and motes (residual mate- rials from the ginning process). (See Table A-1-4.11.) Block Cotton Storage. The number of bales closely stacked in cubical form and enclosed by aisles or building sides, or both. Cold Cotton. Baled cotton five or more days old after the ginning process. 1999 Edition r~ SYSTEM COMPONENTS AND HARDWARE (1) Constructed partially or totally of Group B plastics. (2) Consists of free-flowing Group A plastic materials. (3) Contains within itself or its packaging an appreciable amount (5 percent to 15 percent by weight or 5 percent to 25 percent by volume) of Group A plastics. The remaining materials shall be permittee! to be metal, wood, paper, natural or synthetic fibers, or Group B or Group C plastics. 2-2.4* Classification of Plastics, Elastomers, and Rub- ber. Plastics, elastomers, arid rubber shall be classified as Group A, Group B, or Group C. 2-2.4.1* Group A. The following materials shall be classified LS Group A: ABS (acrylonitrile-butadiene-styrene copolymer) Ace'tal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (if expanded) Nitrile rubber (acrylonitrile-butadiene rubber) PET (thermopiastic polyester) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene Polyure thane PVC (polyvinyl chloride — highly plasticized; with plasti- cizer content greater than 20 percent) (rarely found) SAN (styrene acrylonitrile) SBR (styrene-butadiene rubber) 2-2.4.2 Group B. The following materials shall be classified as Group B: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE — ethylene-chlorotrifluoro-ethyl- ene copolymer; ETFE — ethylene-tetrafluoroethylene-copoly- mer; FEP — fluorinated ethylene-propylene copolymer) Natural rubber (not expanded) Nylon (nylon 6, nylon 6/6) Silicone rubber 2-2.4.3 Group C. The following materials shall be classified as Group C: Fluoroplastics (PCTFE — polychlorotrifluoroethylene; PTFE —polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenolic PVC (polyvinyl chloride — flexible — PVCs with plasticizer content up to 20 percent) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 2-2.5* Classification of Rolled Paper Storage. For the pur- poses of this standard, the following classifications of paper shall apply. These classifications shall be used to determine the sprinkler system design criteria. 2-2.5.1 Heavyweight Class. Heavyweight class shall include paperboard and paper stock having a basis weight [weight per 1000ft2 (92.9m2)] of201b (9.1 kg). 2-2.5.2 Mediumweight Class. Mediumweight class shall include all the broad range of papers having a basis weight [weight per 1000ft2 (92.9m2)] oflOIbto201b (4.5 kg to 9.1 kg). 2-2.5.3 Lightweight Class. Lightweight class shall include all papers having a basis weight [weight per 1000 ft2 (92.9 m2)] of 10 Ib (4.5 kg). 2-2.5.4 Tissue. Tissue shall include the broad range of papers of characteristic gauzy texture, which, in some cases, are fairly transparent. For the purposes of this standard, tissue shall be defined as the soft, absorbent type, regardless of basis weight — specifically, crepe wadding and the sanitary class including facial tissue, paper napkins, bathroom tissue, and toweling. Chapter 3 System Components and Hardware 3-1 General. This chapter provides requirements for correct use of sprinkler system components. 3-1.1* All materials and devices essential to successful system operation shall be listed. ExceptionNo. 1: Equipment as permitted in Table 3-3.1, Table3-5.1, and the Exceptions to 6-1.1 and 6-1.1.1 shall not be required to be listed. Exception No. 2: Components that do not affect system performance such as drain piping, drain valves, and signs shall not be required to be listed. The use of reconditioned valves and devices other than sprin- klers as replacement equipment in existing systems shall be permitted. 3-1.2 System components shall be rated for the maximum sys- tem working pressure to which they are exposed but shall not be rated at less than 175 psi (12.1 bar). 3-2 Sprinklers. 3-2.1 Only new sprinklers shall be installed. 3-2.2* Sprinkler Identification. All sprinklers shall be perma- nently marked with a one- or two-character manufacturer sym- bol, followed by up to four numbers, so as to identify a unique model of sprinkler for every change in orifice size or shape, deflector characteristic, and thermal sensitivity. This rule shall become effective on January 1, 2001. 3-2.3 Sprinkler Discharge Characteristics. 3-2.3.1* The K-factor, relative discharge, and marking identi- fication for sprinklers having different orifice sizes shall be in accordance widi Table 3-2.3.1. Exception No. 1: Listed sprinklers having pipe threads different from those shown in Table 3-2.3.1 shall be permitted. ExceptionNo. 2: Sprinklers listed with nominal K-factors greater than 28 shall increase the flow by 100 percent increments when compared with a nominal K-5.6 sprinkler. 1999 Edition r 13-14 INSTALLATION OF SPRINKLER SYSTEMS Table 1-7 SI Units and Conversion Factors Name of Unit Unit Symbol Conversion Factor liter L millimeter per rnm/min minute cubic decimeter dm3 pascal Pa bar bar bar bar 1 gal = 3.785 L 1 gpm/ft2 = 40.746 rnm/min = 40.746 (L/rain)/m2 1 gaS = 3.785 dm3 1 psi = 6894.757 Pa lpsi = 0.0689 bar 1 bar =105 Pa For additional conversions and information, see ASTM SI 10, Standa. for Use of the International System of Units (SI): The Modern Metric System. 1-7.1 If a value for measurement as given in this standard is followed by an equivalent value in other units, the first stated is to be regarded as the requirement. A given equivalent value might be approximate. 1-7.2 The conversion procedure for the SI units has been to multiply the quantity by the conversion factor and then round the result to the appropriate number of significant digits. Chapter 2 Classification of Occupancies and Commodities 2-1* Classification of Occupancies. Occupancy classifications for this standard shall relate to sprinkler design, installation, and water supply requirements only. They shall not be intended to be a general classification of occupancy hazards. 2-1.1* Light Hazard Occupancies. Light hazard occupancies shall be occupancies or portions of other occupancies where the quantity and/or combustibility of contents is low and fires with relatively low rates of heat release are expected. 2-1.2 Ordinary Hazard Occupancies. 2-1.2.1* Ordinary Hazard (Group 1). Ordinary hazard (Group 1) occupancies shall be occupancies or portions of other occupancies where combustibility is low, quantity of combustibles is moderate, stockpiles of combustibles do not exceed 8 ft (2.4 m), and fires with moderate rate's of heat release are expected. 2-1.2.2* Ordinary Hazard (Group 2). Ordinary hazard (Group 2) occupancies shall be occupancies or portions of other occupancies where the quantity and combustibility of contents is moderate to high, stockpiles do not exceed 12 ft (3.7 m), and fires with moderate to high rates of heat release are expected. 2-1.3 Extra Hazard Occupancies. 2-1.3.1* Extra Hazard (Group 1). Extra hazard (Group 1) occupancies shall be occupancies or portions of other occu- pancies where the quantity and combustibility of contents is very high and dust, lint, or other materials are present, intro- ducing the probability of rapidly developing fires with high rates of heat release but with little or no combustible or flam- mable liquids. M.3.2* Extra Hazard (Group 2). Extra hazard (Group 2) occupancies shall include occupancies with moderate to sub- stantial amounts of flammable or combustible liquids or occu- pancies where shielding of combustibles is extensive. 2-1.4* Special Occupancy Hazards. 2-2*f Commodity Classification. 2-2.1 General. 2-2.1.1* Classification of Commodities. Commodity classifi- cation and the corresponding protection requirements shall be determined based on the makeup of individual storage units (i.e., unit load, pallet load). 2-2.1.2 Mixed Commodities. Protection requirements shall not be based on the overall commodity mix in a fire area. Mixed commodity storage shall be protected by the require- ments for the highest classified commodity and storage arrangement. Exception No. 1: Up to lOpallet loads of a higher hazard commodity, as described in 2-2.3 and 2-2.4, shall be permitted to be present in an area not exceeding 40,000 ft- (3716r$). The higher hazard commod- ity shall be randomly dispersed with no adjacent loads in any direction (including diagonally). If the ceiling protection is based on Class I or Class II commodities, then the allowable number of pallet loads for Class TV or Group A plastics shall be reduced to five. Exception No. 2: The higher hazard material shall be permitted to be confined to a designated area and properly protected for that area. 2-2.2 Pallet Types. When loads are palletized, the use of wooden or rnetal pallets shall be assumed in the classifica- tion of commodities. When plastic pallets are used, the clas- sification of the commodity unit snail be increased one class (i.e., Class III will become Class IV and Class IV will become Group A plastics). No increase shall be required for Group A plastic commodity. Exception: When specific test data is available, the data shall take pre- cedence in determining classification of commodities. 2-2.3* Commodity Classes. 2-2.3.1* Class I. A Class I commodity shall be defined as a noncombustible product that meets one of the following criteria: (1) Placed directly on wooden pallets (2) Placed in single layer corrugated cartons, with or with- out single-thickness cardboard dividers, with or without pallets (3) Shrink-wrapped or paper-wrapped as a unit load with or without pallets 2-2.3.2* Class II. A Class II commodity shall be defined as a noncombustible product that is in slatted wooden crates, solid wood boxes, multiple-layered corrugated cartons, or equiva- lent combustible packaging material, with or without pallets. 2-2.3.3* Class III. A Class III commodity shall be defined as a product fashioned from wood, paper, natural fibers, or Group C plastics with or without cartons, boxes, or crates and with or without pallets. Such a product shall be permitted to contain a limited amount (5 percent by weight or volume) of Group A or Group B plastics. 2-2.3.4* Class IV. A Class W commodity shall be defined as a product, with or without pallets, that meets one of the follow- ing criteria: 1999 Edition 13-86 INSTALLATION OF SPRINKLER SYSTEMS 7-2.3.2.8* Where multiple adjustments to the area of oper- ation are required to be made in accordance with 7-2.3.2.4, 7-2.3.2.5, 7-2.3.2.6, or 7-2.3.2.7, these adjustments shall be compounded based on the area of operation originally selected from Figure 7-2.3.1.2. If the building has unsprin- klered combustible concealed spaces, the rules of 7-2.3.1.3 shall be applied after all other modifications have been made. 7-2.3.3 Room Design Method. 7-2-3.3.1 * The water supply requirements for sprinklers only shall be based upon the room that creates the greatest demand. The density selected shall be that from Figure 7-2.3.1.2 corresponding to the room size. To utilize this method, all rooms shall be enclosed with walls having a fire-resistance rating equal to the water supply duration indicated in Table 7-2.3.1.1. 7-2.3.3.2 If the room is smaller than the smallest area shown in the applicable curve in Figure 7-2.3.1.2, the provisions of 7-2.3.1.3(a) shall apply. : 7-2.3.3.3 Minimum protection of openings shall be as follows: (1) Light hazard — automatic or self-closing doors Exception: Where openings are not protected, calculations shall in- clude the sprinklers in the room plus two sprinklers in the communicat- ing space nearest each such unprotected opening unless the communicating space has only one sprinkler, in which case calcula- tions shall be extended to the operation of that sprinkler. The selection of the room and communicating space sprinklers to be calculated shall be that which produces the greatest hydraulic demand. (2) Ordinary and extra hazard — automatic or self-closing doors with appropriate fire-resistance ratings for the enclosure 7-2.3.4 Special Design Methods. 7-2.3.4.1 Where the design area consists of a building service chute supplied by a separate riser, the maximum number of sprinklers that needs to be calculated is three. 7-2.3.4.2- Where the room design method is used and the area under consideration is a corridor protected by one row of sprinklers, the maximum number of sprinklers that needs to be calculated is five. (See 7-2.3.1.) Exception: Where the area under consideration is a corridor protected by a single row of sprinklers and the openings are not protected, the design area shall include all sprinklers in the corridor to a maximum of seven. | 7-2-3.4.3 Where an area is to be protected by a single line of sprinklers, the design area shall include all sprinklers on the line up to a maximum of seven. ^ 7-3 Fire Control Approach for the Protection of Commodities That Are Stored Palletized, Solid Piled, in Bin Boxes, or in Shelves. 7-3.1 General. This section shall apply to a broad range of combustibles, including plastics that are stored palletized, solid piled, in bin boxes, or in shelves above 12 ft (3.7 m) high and using standard spray sprinklers. 7-3.1.1 For first-aid fire-fighting and mop-up operations, small hose [IVam- (38 mm)] shall be provided in accordance with 5-15.5. 'xception: Hose connections shall not be required for the protection of Class f, U, IIJ, and, IV commodities stored 12ft (3.7m) or less in height. 7-3.1.2 Minimum System Discharge Requirements. 7-3.1.2.1 The design density shall not be less than 0.15 gpm/ ft2 {6.1 mm/min), and the design area shall riot be less than 2000ft2 (186m2) for wet systems or 2600 ft2 (242 m2) for dry systems for any commodity, class, or group. 7-3.1.2.2 The sprinkler design density for any given area of operation for a Class III or Class W commodity, calculated in accordance with 7-3.2, shall not be less than the density for the corresponding area of operation for ordinary hazard Group 2. 7-3.1.2.3 The water supply requirements for sprinklers only shall be based on the actual calculated demand for the hazard in accor- dance with 7-3.2, 7-3.3, 7-9.4, Or 7-9.5, depending on the type of sprinkler selected and the commodity being protected. 7-3.1.2.4 In buildings occupied in part for storage, within the scope of this standard, the required sprinkler protection shall extend 15 ft (4.6 m) beyond the perimeter of the storage area. Exception: This requirement shall not apply where separated by a bar- rier partition that is capable of preventing heat from afire in the stor- age area from fusing sprinklers in the nonstorage area. 7-3.1.3 The sprinkler system criteria specified in Section 7-3 is intended to apply to buildings with ceiling slopes not exceeding two in 12 (16.7 percent). 7-3.2 Water Demand Requirements of Class I through IV Requirements. 7-3.2.1* General. 7-3.2.1.1 Protection for Class I through Class IV commodities in the following configurations shall be provided in accor- dance with this chapter: (1) Nonencapsulated commodities that are solid pile, palletized, or bin box storage up to 30 ft (9.1 m) in height (2) Nonencapsulated commodities on shelf storage up to 15 ft (4.6 m) in height (3) *Encapsulated commodities that are solid pile, pallet- ized, bin box, or shelf storage up to 15 ft (4.6 m) in height 7-3.2.1.2 Bin box and shelf storage that is over 12 ft (3.7 m) but not in excess of the height limits of 7-3.2.1.1 and that is provided with walkways at vertical intervals of not over 12 ft (3.7 m) shall be protected with automatic sprinklers under the walkway(s). Protection shall be as follows: (a) Ceiling design density shall be based on the total height of storage within the building. (b) Automatic sprinklers under walkways shall be designed to maintain a minimum discharge pressure of 15 psi (1 bar) for die most hydraulically demanding six sprinklers on each level Walkway sprinkler demand shall not be required to be added to the ceiling sprinkler demand. Sprinklers under walkways shall not be spaced more than 8 ft (2.4 m) apart horizontally. 7-3.2-2 Protection Criteria. 7-3.2.2.1 The water supply shall be capable of providing the sprin- kler system demand determined in accordance with 7-3.2.2.3, including the hose stream demand and duration requirements of Table 7-2.3.1.1. 7-3.2.2.2 The area and density for the hydraulically remote area shall be determined as specified in 7-2-3.2.2 for storage under 12 ft (3.7 rn) and 7-3.2.2.2.1 through 7-3.2.2.2.6 for stor- age over 12 ft (3.7m). 1999 Edition DESIGN APPROACHES 13-87 7-3.2.2.2.1 Where using ordinary temperature-rated sprin- klers, a single point shall be selected from the appropriate commodity curve on Figure 7-3.2.2.2.1. Figure 7-3.2.2.2.1 Sprinkler system design curves, 20-ft (6.1-m) high storage — ordinary temperature-rated sprinklers. m2 ft2 550 6000- 500 450 100 350 300 250 200 5000 4000 3000 2000 \ s1 \ \ (\ , \ s* ^SJ s \•<?S1 s' SV IT\ s' 1 /s s \\ \ S s X- s \ s r\ \ i <?i\ * c'\S ^> L ^s " •s, >• gpm/ft2 0.1 0.15 0.2 0.25 0.3 0.35 0.4 mm/min 4.1 6.1 8.2 10.2 12.2 14.3 16.3 Sprinkler density 7-3.2.2.2.2 Where using high temperature-rated sprinklers, a single point shall be selected from the appropriate commodity curve on Figure 7-3.2.2.2.2. Figure 7-3.2.2.2.2 Sprinkler system design curves, 20-ft (6.1-m) high storage — high temperature—rated sprinklers. m2 ft2 CDC -«— ^* t 190 2000 'V tl»I ' , ^ ^1 J.p ^ S /. •i s -1 s" tVs ss rs- T?^v.,'Is-S^ s "*»^. gpm/ft2 0.1 mm/mln 4.1 0.15 6.1 0.2 8.2 Sprinkler density 0.25 10.2 0.30 12.2 7-3.2.2.2.3 The densities selected in accordance with 7-3.2.2.2.1 or 7-3.2.2.2.2 shall be modified in accordance with Figure 7-3.2.2.2.3 without revising the design area. 7-3.2.2.2.4 Where dry-pipe systems are used, the areas of oper- ation indicated in the design curves shall be increased by 30 percent. Figure 7-3.2.2.2.3 Ceiling sprinkler density vs. storage height. '<f>c OJ•o O) o c.en u>CD Dercent of3 it f 11 /•^s S / A r j ' 7 / ft 10 15 20 25 3( m 3.0 4.5 6.0 7.5 9.0 Storage height 7-3.2.2.3 Given the area and density determined in accordance with 7-3.2.2.2, the fire sprinkler system shall be hydraulically calculated. 7-3.2-2.4 High-Expansion Foam Systems. 7-3.2.2.4.1 High-expansion foarn systems that are installed in addition to automatic sprinklers shall be installed in accor- dance with NFPA11 A, Standard for Medium- and High-Expansion Foam Systems. Exception: This requirement shall not apply where modified by this standard. 7-3.2.2.4.2 High-expansion foam used to protect the idle pal- let shall have a maximum fill time of 4 minutes. 7-3.2.2.4.3 High-expansion foam systems shall be automatic in operation. 7-3.2-2-4.4 Detectors for high-expansion foam systems shall be listed and shall be installed at no more than one-half the listed spacing. 7-3.2-2.4.5 Detection systems, concentrate pumps, genera- tors, and other system components that are essential to the operation of the system shall have an approved standby power source. 7-3.2.2.4.6 A reduction in ceiling density to one-half that required for Class I through Class IV commodities, idle pal- lets, or plastics shall be permitted without revising the design area, but the density shall be no less than 0.15 gpm/ ft2 (6.1 mm/min). 7-3.2.2.2.5 In the case of metal bin boxes with face areas not ^1 v-3.3 Water Demand Requirements for Plastic and Rubber exceeding 16 ft2 (1.5 m2) and metal closed shelves with face Commodities. i- -i f~ f. ^ /1 i" ^\ . i f i*areas not exceeding 16 ft2 (1.5 m2), the area of application shall be permitted to be reduced by 50 percent, provided the minimum requirements of 7-3.1 through 7-3.1.3 are met. 7-3.2.2.2.6 The final area and density shall not be less than the minimum specified in 7-3.1.2. 7-3.3.1* General. See Appendix C. 7-3.3.1.1* Plastics stored up to 25 ft (7.62 m) in height pro- tected by spray sprinklers shall be in accordance with this chapter. The decision tree shown in Figure 7-3.3.1.1 shall be used to determine the protection in each specific situation. 1999 Edition 13-88 INSTALLATION OF SPRINKLER SYSTEMS Figure 7-3.3.1.1 Decision tree. Plastics Group A (See Note)Group B Class IV Group C Class III Expanded Nonexpanded Free-flowing Class IV Cartoned Exposed Unstable Table 7-3.3.2.2 Column A Stable Stable Unstable Stable Unstable Table 7-3.3.2.2 Table 7-3.3.2.2 Table 7-3.3.2.2 Table 7-3.3.2.2 Column E Column D Column B Column C Solid Unit Load Table 7-3-3.2.2 Column A Cartoned Exposed Table 7-3.3.2.2 Table 7-3.3.2.2 Column C Column E Note: Cartons that contain Group A plastic matew&tehall be permitted to be treated as Class IV commodiites under the following conditions: ^^ (a) There shall be multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of the Group A plastic (b) The amount and arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard 7-3.3.1.2* Factors affecting protection requirements such as closed/open array, clearance between storage and sprinklers, and stable/unstable piles shall be applicable only to storage of Group A plastics. This decision tree also shall be used to deter- mine protection for commodities that are not wholly Group A plastics but contain such quantities and arrangements of the same that they are deemed more hazardous than Class IV commodities. 7-3.3.1,3 Group B plastics and free-flowing Group A plastics shall be protected in the same manner as a Class IV commod- ity. See 7-3.2 for protection of these storage commodities with spray sprinklers. 7-3.3.1.4 Group C plastics shall be protected in the same man- ner as a Class III commodity. See 7-3.2 for protection of these storage commodities with spray sprinklers. 7-3.3.2 Protection Criteria. 7-3.3-2.1* The design of the sprinkler system shall be based on those conditions that routinely or periodically exist in a building that create the greatest water demand. These condi- tions include the following: (1) Pile height (2) 'Clearance (3) Pile stability (4) Array Where the distance between roof/ceiling height and top of storage exceeds 20 ft (6.1 m), protection shall be provided for the storage height that would result in a 20-ft (6.1-m) distance between the roof/ceiling height and top of storage. 7-3.3.2-2* Design areas and densities for the appropriate stor- age configuration shall be selected from. Table 7-3.3.2-2. The columns A, B, C, D, and E correspond to the protection required by the decision tree shown in Figure 7-3.3.1.1. 7-3.3.2-2-1 For Table 7-3.3.2.2, the design areas' are a mini- mum of 2500 ft2 (232m2). Exception No. 1: Where Table 7-3.3.2.2 allows densities and areas to be selected in accordance with 7-2.3, for ordinary hazard Group 2 oc- cupancies, any area/ density from that curve shall be acceptable. Exception No. 2: For closed arrays, the area shall be permitted to be re- duced to 2000ft2 (186 m2). 7-3.3.2.2-2 Interpolation of densities between storage heights shall be permitted. Densities shall be based upon the 2500 ft2 (232 m2} design area. The "up to" in the table is intended to aid in the interpolation of densities between storage heights. Interpolation of ceiling/roof heights shall not be permitted. 7-3.3-2-3* Where dry pipe systems are used for Group A plas- tics, the operating area shall be increased by 30 percent with- out revising the density. 7-3.3.2.4 High-Expansion Foam Systems. Where high-expansion foam is used, areduction in ceiling density to one-half diat required for plastics shall be permitted without revising the design area but shall be not less than 0.1 5 gpm/ft2 (6.1 inm/min). Fire Control Approach for the Protection of Commodities Stored on Racks. 7-4.1 Protection Criteria — General. 7-4.1.1 This section shall apply to storage of materials repre- senting the broad range of combustibles stored in racks using standard spray sprinklers. 7-4.1.2 The sprinkler system criteria of Section 7-4 is intended to apply to buildings with ceiling slopes not exceeding two in 12 (16.7 percent). 7-4.1.3* Sprinkler protection criteria for the storage of mate- rials on racks shall be in accordance with section 7-4,1 and either 7-4.2 for storage up to 25 ft (7.6 m), 7-4.3 for storage over 25 ft (7.6 m), or 7-4.4 for plastics storage as appropriate. Exception: * Protection criteria, for Group A plastics as indicated in 7-4. 4 shall be permitted for the protection of the same storage height and configuration of Class I, II, IIT, and TV commodities. 1999 Edition DESIGN1 APPROACHES 13-89 'able 7-3.3.2.2 Design De'nsities for Plastic and Rubber Commodities^ — _„__ _________ Storage Height ft <5 < 12 15 20 25 m 1.52 3.66 4.5 6.1 7.62 Roof/Ceiling Height ft up to 25 up to 15 >15 to 20 >20 to 32 . up to 20 >20 to 25 >25 to 35 up to 25 >25 to 30 >30 to 35 up to 30 >30 to 35 m up to 7.62 up to 4.57 >4. 57 to 6.1 >6.1 to 9.75 up to 6.1 >6.1 to 7.62 >7.62 to 10.67 up to 7.62 >7.62 to 9.14 >9.l4to 10.67 up to 9. 14 >9.14 to 10.67 Density A gpm/ft2 OH-2 0.2 0.3 0.4 0.25 0.4 0.45 0.3 0.45 0.6 0.4 0.6 mm/min OH-2 8.2 12.2 16.3 10.2 16.3 18.3 12.2 18.3 24.5 16.3 24.5 B gpm/ft! 0.2 EH-2 0.6 0.8 0.5 0.8 0.9 0.6 0.9 1.2 0.75 1.2 mm/min 8.2 EH-2 24.5 32.6 20.4 32.6 36.7 24.5 36.7 48.9 30.6 48.9 C gpm/ft2 OH-2 0.3 0.5 0.6 0.4 0.6 0.7 0.45 0.7 0.85 0.55 0.85 mm/min OH-2 12.2 20.4 24.5 16.3 24.5 28.5 18.3 28.5 34.6 22.4 34.6 D gpm/ft2 OH-2 EH-1 EH-2 0.45 0.3 0.45 0.55 0.35 0.55 0.7 0.45 0.7 mm/min OH-2 EH-1 EH-2 18.3 12.2 18.3 22.4 14.3 22.4 28.5 18.3 28.5 E gpm/ft2 OH-2 EH-2 EH-2 0.7 0.45 0.7 0.85 0.55 0.85 1.1 0.7 1.1 mm/min OH-2 EH-2 EH-2 28.5 18.3 28.5 34.6 •22.4 34.6 44.8 28.5 44.8 Notes: 1. Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. 2. Column designations correspond to the configuration of plastics storage as follows: A: (1) Nonexpanded, unstable (2) Nonexpanded, stable, solid unit load B: Expanded, exposed, stable C: (1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned D: Expanded, cartoned, unstable E: (1) Expanded, cartoned, stable (2) Nonexpanded, stable, exposed 3. OH-2 = Density required for ordinary hazard Group 2 occupancies EH-1 =,Density required for extra hazard Group 1 occupancies EH-2 = Density required for extra hazard Group 2 occupancies 4. Hose streams shall be provided in accordance with Table 7-2.3.1.1. • 7-4.1.3.If Sprinkler protection criteria is based on the assump- tion that roof vents and draft curtains are not being used. 7-4.1.4 Flue Space. 7-4.1.4.If Storage Up to and Including 25 ft (7.6 m). In dou- ble-row and multiple-row racks without solid shelves, a longi- tudinal {back-to-back clearance between loads) flue space shall not be required. Nominal 6-in. (142.4-mm) transverse flue spaces between loads and at-rack uprights shall be main- tained in single-row, double-row, and multiple-row racks. Ran- dom variations in the width of flue spaces or in their vertical alignment shall be permitted. (SeeFigitre 7-4.1.4.1) 7-4.1.4.2 Storage Height Over 25 ft (7.6m). Nominal 6-in. (142.4-mm) transverse flue spaces between loads and at-rack uprights shall be maintained in single-row, double-row, and multiple-row racks. Nominal 6-in. (152.4-mm) longitudinal flue spaces shall be provided in double-row racks. Random variations in the width of the flue spaces or in their vertical alignment shall be permitted. 7-4.1.5 Protection Systems. 7-4.1.5.1* Sprinkler systems shall be wet pipe systems. Exception: In areas that are subject to freezing or where special condi- tions exist, dry-pipe systems and preaction systems shall be permitted. 7-4.1.5.2 Where dry-pipe systems are used, the ceiling sprinkler areas of operation shall be increased 30 percent over the areas specified by 7-4.2, 7-4,3, and 7-4.4. Densities and areas shall be selected so that the final area of operation after the 30 percent increase is not greater than 6000 ft2 (557.4 m2) . 7-4.1.5.3 Where preaction systems are used, preaction systems shall be treated as dry-pipe systems. Exception: This requirement shall not apply where it can be demon- strated that the detection system that activates the preaction system 1999 Edition u ULJ LU u G Oir>^rrs Standard Solutions & Butters trom Myron l.raye i or Applications Company ProfHe Contact Us Distributors Download Center Employment FAQ'S / Definitions Literature Request Order Info Press Releases Products Trade Shows Tech.Tips Warranty / Service What's New Myron L DS, pDS, TechPro™ and ULTRAMETER™ are factory calibrated with NIST traceable standard solutions having specific conductivity/TDS values. Myron L Company Standard Solutions are made under strictly controlled conditions using reagent grade salts. These salts are mixed with deionized water having a resistivity of at least 5 megohm-cm purity. Myron L Company Standard Solutions are accurate to within ±1.0% of potassium chloride reference solutions. These solutions are traceable to National Institute of Standards and Technology primary solutions. The original conductivity data for all solutions are derived from International Critical Tables Voiume No. 6, pp 229-239. Solution fVISD Sheets are available here Solution Pricing AH Standard Solutions, Buffers & Storage Solutions All Standard Solutions, Buffers & Storage Solutions NIST Traceable Custom Conductivity/TDS Standard Solution NIST certificate (when ordered with solution) NIST certificate (when ordered after solution is shipped) $16.00 per quart $58.00 per gallon $90.00 per gallon $25.00 $45.00 The following conductivity standard solutions and pH buffers are used for factory calibration. Regular use of these solutions is recommended for greatest instrument accuracy. Frequency of conductivity recalibration depends upon use, but once every three months should be sufficient for an instrument used daily. pH models should be recalibrated with pH 7 buffer every 1-2 weeks, with 4 and 10 buffers every 6-8 weeks. pH buffers and standard solutions are available in quart and gallon plastic bottles, ready to use. Instrument http://www.myronl.com/products/solutions.htm 4/5/2004 Standard Solutions & Butters trom Myron rage z 01 r [_ Model 3P 4P 6P pH1 AR1 [^ ARH1 512T2(M2) 512T3 (M3) 512T4 (M4) 512M5 512T5 [_ 512T10 512M10 532M1 532T1 S32T2 ! AG-5 AG6/pH D-1 D-2 DS-1 EP EP-10 EP11/pH M6/pH RO-1 (NC) T2/pH T6/pH Recommended Standard Solutions & Buffers pH4, 7, 10 KCI-7000, 442-3000 KCI-7000, 442-3000, pH 4, 7, 10 pH4,7, 10 KCI-1800 or 442-1500 KCI-1800 or 442-1500, pH 4, 7, 10 442-30 442-300 442-1500 442-3000 442-3000 442-3000 KCI-7000 442-30, 300, 3000 442-30, 300, 3000 442-15,150,1500 442-3000 442-3000, pH 4, 7, 10 14.0 Mfliimhos 14.0 Millimhos 442-1000 442-30, 300, 3000 KCl-70, 700, 7000 KCI-70, 700, 7000, pH 4, 7, 10 442-3000, pH 4, 7, 10 442-1000 442-30, 300, 3000, pH 4, 7, 10 442-3000, pH 4, 7, 10 r Note: RE-10 Range Extenders are usually calibrated with 442-30,000 standard - solutions (30,000/442; 18,235/NaCI; 30,100/microsiemens) or 442-15,000 (15,000/442; 9462/NaCI; 16,630 microsiemens) r- Refer to the following for actual calibration point values: Conductivity instruments are a convenient way to determine the parts per million of — total dissolved solids (ppm/TDS) in boilers, cooling towers, reverse osmosis systems, etc. Although the International Unit (SI) of measuring conductivity is the ^ httpV/www.myronl.coin/products/solutions.htm 4/5/2004 Standard Solutions & Butters trom Myron rage microsiemens/cm (also known as micromhos/cm), a direct reading in ppm/TDS is sometimes preferred. Myron L conductivity instruments and monitor/controllers are calibrated to read in ppm/442, ppm/NaCI, or microsiemens. All three values are shown on the label of our Standard Solutions, The relationship among these standards can be seen in the chart below. r Notes: 1. 442 Natural Water Standard ™ is a trademark of the Myron L Company originating in 1964. r- 2. All values are cross-referenced @ 25°C. 3. * Because of environmental factors, accuracy of this solution cannot be guaranteed to destination. r [ 442 Natural Water™ Standard Solution is used in calibrating many Myron L _ http://www.myronl.com/products/solutions.htm TDS/Conductivity Equivalents Chart Type 442-15 442-30 442-150 442-300 442-500 442-1000 442-1500 442-3000 442-15,000 i 442-30,000 ! KCI-70 KCI-700 KCI-7000 KCI-70,000 KCM8* KCI-180 KCI-1800 KCI-1 8,000 NaCI-12.5 NaCl-13.4 NaCI-14.0 PPM 442™ 15 30 150 300 500 1000 1500 3000 15,000/1 5.0 ppt 30,000/30.0 ppt 45 478 5687 84,983 11.4 116,5 1294 16,462/16.4 ppt 10,870/1 0.8 ppt 11, 767/1 1.7 ppt 12,370/12.3 ppt PPM NaCI 11.1 21.8 108.7 214.3 355.8 703.6 1036 2027 9462/9.4 ppt 18,235/1 8.2 ppt 32.8 340.2 3740 47,999 8.4 85.2 901.6 10,289/1 0.3 ppt 6955.7 7501.1 7864.7 Microsiemens Micromhos/cm 23,8 46.7 229 445 731 1417 2060 3900 16,630/16.6 mS 30,100/30.1 mS 70 700 7000 70,000 (70.00 mS) 18 180 1800 18,000/1 8 mS 12,500/12.5 mS 13,400/13.4 mS 14,000/14.0 mS 4/5/2004 Standard Solutions & Buffers from Myron L Fage 4 or 4 Instruments. It is the best choice when measuring boiler and cooling water samples, city water supply, lakes, wells, etc. "442" refers to the combination of salts mixed with deionized water to make this standard: 40% sodium sulfate, 40% sodium bicarbonate, 20% sodium chloride. A combination of standard salts is necessary, since natural water salt type and concentration can vary greatly by location. After much research, the 442 Standard was developed by Myron L Company in 1964. It remains the world's most accepted such standard. NaCI Standard Solution is offered to calibrate instruments which measure any sample that is predominantly NaCI (sodium chloride), such as sea water, brackish water, etc. 1000 ppm of NaCI has conductivity of 2000 micromhos. Note how this 1:2 relationship is continuously variable and decreases as ppm NaCI increases. KCI Standard Solution is used to calibrate conductivity instruments which read directly in microsiemens (micromhos) or millisiemens (1000 microsiemens). KCI (potassium chloride) is a very stable salt and is an international calibration standard for conductivity measurement. pH Buffer Solutions of 4, 7, and 10, are mold inhibited, and accurate to within ± 0.01 pH units @ 25°C. Myron L buffers are traceable to NIST certified pH referenced and are color-coded for instant identification. pH Sensor Storage Solution Model: SS2OZ (2 ounce bottle), SSQ (quart), SSG (gallon) r Home} [ Top of Page) 2450 Impala Drive IUIVOr~IIVI 1 1Carlsbad, CA 92008-7226 USA IYI T FIUJIV !• T«l <7fi») 43*2021 r^fllt/IClA IVI"VFax (800) 869-7888 / (760) 931-9189 trfUIVII VAIV T j lnro@myronl.oom Water Quality Instrumentation J www.myfonl.com Accuracy ' fotiatHttty * Simplicity J| © 1999-2004 Myron L Company. AH rights reserved. Copyright. Disclaimer. Privacy Policy and Terms of Use r r ^ http://www.myronl.com/products/solutions.htm 4/5/2004 MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV: F (WEBSITE) Page 1 of 2 KCI SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRON L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92009, USA INFORMATION PHONE # : (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Mon thru Fri 8:00-4:30 PM (Pacific Time) This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Aqueous Salt Solution TRADE NAME & SYNONYMS: TDS/Conductivity Standard Solution,KCI Solution CHEMICAL FORMULA: KCI and H,0 CATALOG NUMBERS: KCl-70, KCI-700, KCI-7000, KCI-70,000, KCI-18, KCI-180, KCI-1800, KCI-18,000, KCI Special CHEMICAL FAMILY: Inorganic Salts CAS #: Potassium Chloride Water #7447-40-7 #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( °C ) FREEZE POINT ( °C ) VAPOR PRESSURE @ 20" C VAPOR DENSITY PERCENT VOLATILES BY VOLUME 102-107 -0 TO -20 N/A N/A N/A SPECIFIC GRAVITY SOLUBILITY IN H,O,% BY WT. @ 20° C APPEARANCE AND ODOR EVAPORATION RATE 1.0 100% COLORLESS, ODORLESS LIQUID N/A SECTION 3 FIRE FIGHTING MEASURES FLASH POINT (TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Lei N/A Uel N/A SECTION 4 STABALITY AND REACTIVITY STABILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID:NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID: (N/A) WATER, (N/A) ACIDS, (N/A) BASES, (N/A) OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE: EFFECTS OF OVEREXPOSURE: ROUTES OF ENTRY: CARCINOGENICITY: NONE KNOWN.IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION. MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: SKIN CONTACT: INGESTION: FLUSH WITH LARGE AMOUNTS OF WATER. RINSE WITH LARGE AMOUNTS OF WATER. DRINK PLENTY OF WATER, DO NOT INDUCE VOMITING, SEEK MEDICAL ATTENTION IF IRRITATION PERSISTS. r Page 2 of 2 SECTION 8 PERSONAL PROTECTION RESPIRATORY PROTECTION: NONE REQUIRED. VENTILATION: NONE REQUIRED. EYE PROTECTION: RECOMMENDED. PROTECTIVE GLOVES: NONE REQUIRED. PROTECTIVE CLOTHING: NONE REQUIRED. SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIAL HYGIENE AND SAFETY PRACTICES. STORAGE: STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TOXICITY DATA: N/A TOXICOLOGICAL FINDING: TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS) SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER (TSD) TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME NON-REGULATED DOT NUMBER NONE SECTION 13 REGULATORY INFORMATION TSCA INVENTORY: THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. COMPONENT N/A SARA EHS(302) N/A SARA EHS TQQ (L.B3) N/A CERCLA RQ (LBS) N/A OSHA FLOOR LIST N/A SARA 313 N/A PpMJnJrtis for S&R& 313 (%) . . . .N/A SECTION 14 OTHER INFORMATION DISCLAIMER: This information is believed to be accurate and represents the best information currently available NFPA Hazard Ratings to us; however, we make no warranty of merchantability, or fitness for any particular use, or any Health: 0 other warranty, express or implied, with respect to this information, and we assume no liability Flammability: 0resulting from the use of this information. Users should make their own investigations to determine the Reactiveity: 0 suitability of the information for their particular needs and puposes. Special Hazards: 0 r MSDS APPROVED BY: VW, T>. r MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV: E (WEBSITE) Page 1 of 2 NaCI SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRQN L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92009 INFORMATION PHONE # : (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Mon thru Fri 8:00-4:30 PM (Pacific Time) This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Aqueous Salt Solution TRADE NAME & SYNONYMS: Conductivity Standard Solution NaCI Solution CHEMICAL FORMULA: NaCI and H,O CATALOG NUMBERS: 12.5 Millisiemens, 13.4 Millisiemens, 14.0 Millisiemens, NaCI Specials CHEMICAL FAMILY:Inorganic Salts CAS#:Sodium Chloride Water #7647-14-5 #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( "C } FREEZE POINT ( °C ) VAPOR PRESSURE @ 20° C VAPOR DENSITY PERCENT VOLATILES BY VOLUME 102-107 -0 TO -20 N/A N/A N/A SPECIFIC GRAVITY SOLUBILITY IN HZO,% BY WT. @ 20° C APPEARANCE AND ODOR EVAPORATION RATE 1.0 100% COLORLESS, ODORLESSLIQUID N/A SECTION 3 FIRE FIGHTING MEASURES FLASH POINT (TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Lei N/A Uel N/A SECTION 4 STABILITY AND REACTIVITY STABILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID(N/AJWATER {N/A)ACIDS (N/A)BASES (N/A)OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE:EFFECTS OF OVEREXPOSURE: ROUTES OF ENTRY: CARCINOGENICITY: NONE KNOWN. IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION. MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: FLUSH WITH LARGE AMOUNTS OF WATER. SKIN CONTACT: RINSE WITH LARGE AMOUNTS OF WATER. INGESTION: DRINK PLENTY OF WATER, DO NOT INDUCE VOMITING, SEEK MEDICAL ATTENTION IF IRRITATION PERSISTS. NaCI Page 2 of 2 SECTION 8 PERSONAL PROTECTION RESPIRATORY PROTECTION: NONE REQUIRED. VENTILATION: NONE REQUIRED. EYE PROTECTION: RECOMMENDED. PROTECTIVE GLOVES: NONE REQUIRED. PROTECTIVE CLOTHING: NONE REQUIRED. r SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIAL HYGIENE AND SAFETY PRACTICES. STORAGE: STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TOXIC IT Y DATA: N/A TOXICOLOGICAL FINDING: TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS) SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER (TSD) TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME NON-REGULATED DOT NUMBER NONE SECTION 13 REGULATORY INFORMATION TSCA INVENTORY: THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. COMPONENT: N/A. SARA EHS (302) N/A SARA EHS TQQ (LBS) N/A CERCLARQfLBS) .......... N/A N/A N/A ' ORHA FLOOR LIST N/A naMiniml* fnr SARfl 313 (%) ---- N/A r SECTION 14 OTHER INFORMATION DISCLAIMER: This information is believed to be accurate and represents the best information currently available NFPA Hazard Ratings to us; however, we make no warranty of merchantability, or fitness (or any particular use, or any Health: 0 other warranty, express or implied, with respect to this information, and we assume no liability Flammability: 0 resulting from the use ot this information. Users should make their own investigations to determine the Reactiveily: 0 suitability of the information for their particular needs and puposes. Special Hazards: 0 MSDS APPROVED BY: fallty *D MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV: F (WEBSITE) Page 1 of 2 442 SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRON L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92QQ9, USA INFORMATION PHONE # : (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Mon thru Fri 8:00-4:30 PM (Pacific Time) This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Aqueous Salt Solution TRADE NAME & SYNONYMS:TDS/Conductivity Standard Solution, 442 Solution CHEMICAL FORMULA: NaHCO3, Na,S04 , NaCI and H,O CATALOG NUMBERS: 442-15,442-30,442-150,442-300,442-500. 442-1000,442-1500,442-3000, 442-15,000, 442-30,000, 442 Special CHEMICAL FAMILY: Inorganic Salts CAS #: Sodium Bicarbonate #144-55-8 Sodium Sulfate #7757-82-6 Sodium Chloride #7647-14-5 Water #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( "C ) FREEZE POfNT ( °C } VAPOR PRESSURE @ 20° C VAPOR DENSITY PERCENT VOLATiLES BY VOLUME 102-107 -0 TO -20 N/A N/A N/A SPECIFIC GRAVITY SOLUBILITY IN HjO,% BY WT. @ 20° C APPEARANCE AND ODOR EVAPORATION RATE 1.0 100% COLORLESS ODORLESS LIQUID N/A SECTION 3 FIRE FIGHTING MEASURES FLASH POINT {TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Lei N/A Uel N/A SECTION 4 STABILTY AND REACTIVITY STABILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID:NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID: (N/A) WATER, (N/A) ACIDS, (N/A) BASES, (N/A) OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE: EFFECTS OF OVEREXPOSURE: ROUTES OF ENTRY: CARCINOGENICITY: NONE KNOWN. IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION. MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: SKIN CONTACT: INGESTION: FLUSH WITH LARGE AMOUNTS OF WATER. RINSE WITH LARGE AMOUNTS OF WATER. DRINK PLENTY OF WATER, DO NOT INDUCE VOMITING, SEEK MEDICAL ATTENTION IFIRRITATION PERSISTS. 442 Page 2 of 2 SECTION 8 PERSONAL PROTECTION RESPIRATORY PROTECTION: NONE REQUIRED. VENTILATION: NONE REQUIRED. EYE PROTECTION: RECOMMENDED. PROTECTIVE GLOVES: NONE REQUIRED. PROTECTIVE CLOTHING: NONE REQUIRED. SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIAL HYGIENE AND SAFETY PRACTICES. STORAGE: STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TOXICITY DATA: N/A TOXICOLOGICAL FINDING: TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS) SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER (TSD) TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME ........... NON-REGULATED DOT NUMBER ....................... NONE SECTION 13 REGULATORY INFORMATION TSCA INVENTORY: THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. CQMPONJsMT .............. N/A SARA EHS(3Q2) ........... N/A SARA EHS TOO (LBS) ........ N/A CERCLA RQ(LBS) .......... N/A QSHA FLOOR LIST ......... .N/A SARA 313 ................ N/A for SABA 313^%) . . . .N/A SECTION 14 OTHER INFORMATION DISCLAIMER; This information is believed to be accurate and represents the best information currently available NFPA Hazard _Bgjipgs to us; however, we make no warranty of merchantability, or fitness for any particular use, or any Health: 0 other warranty, express or implied, with respect to this information, and we assume no liability Flammability: 0 resulting from the use of this information. Users should make their own investigations to determine the Reactiveity: 0suitability of the information for their particular needs and puposes. Special Hazards: 0 MSDS APPROVED BY: MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV; E (WEBSITE) Page 1 of 2 pH4 SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRON L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92009, USA INFORMATION PHONE # : (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Mon thru Fri 8:00-4:30 PM (Pacific Time) This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Buffered Phthalate Solution TRADE NAME & SYNONYMS: pH Reference Buffer Solution, pH 4.00 CHEMICAL FORMULA: KHCaH«0, and H,O CATALOG NUMBERS: pH 4.00 Buffer CHEMICAL FAMILY: Buffered Phthalate Dilute Solution CAS #: Potassium Hydrogen Phthalate Water #877-24-7 #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( °C } FREEZE POINT ( °C ) VAPOR PRESSURE 0 20" C VAPOR DENSITY PERCENT VOLATILES BY VOLUME 100 0 14TORR 0.7 (H20) N/A SPECIFIC GRAVITY SOLUBILITY IN Hz 0,% BY WT. 0 20° C APPEARANCE AND ODOR EVAPORATION RATE (ETHER = 1) 1.0 100% PINK ORLIGHT RED, ODORLESS LIQUID 1.0 SECTION 3 FIRE FIGHTING MEASURES FLASH POINT {TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Lei r>/A Uel N/A SECTION 4 STABILITY AND REACTIVITY STAB ILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID:NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID: (N/A) WATER, (N/A) ACIDS, (N/A) BASES, (N/A) OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE:EFFECTS OF OVER EXPOSURE: ROUTES OF ENTRY: CARCINOGENICITY: NONE KNOWN.IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION. MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: SKIN CONTACT: INGESTION: FLUSH WITH LARGE AMOUNTS OF WATER. WASH WITH SOAP AND RINSE WITH LARGE AMOUNTS OF WATER. DRINK PLENTY OF WATER, INDUCE VOMITING, SEEK MEDICAL ATTENTION IMMEDIATELY. r pH4 SECTION 8 Page 2 of 2 PERSONAL PROTECTION RESPIRATORY PROTECTION: VENTILATION: EYE PROTECTION: PROTECTIVE GLOVES: PROTECTIVE CLOTHING: NONE REQUIRED. NONE REQUIRED. RECOMMENDED. NONE REQUIRED. NONE REQUIRED. SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIAL HYGIENE AND SAFETY PRACTICES. STORAGE: STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TOXICITY DATA: N/A TOXICOLOGICAL FINDING: TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS) SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER (TSD) TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME NON-REGULATED DOT NUMBER NONE SECTION 13 REGULATORY INFORMATION TSCA INVENTORY: THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. COMPONENT N/A SARA EHS (30?) N/A SARA EHS TOO (LBS) N/A CERC/LA RQ (LBS) N/A OSHA FLOOR LIST N/A DeMlnltnls for SARA 313 {%) . . .N/A SECTION 14 OTHER INFORMATION DISCLAIMER: This information is believed to be accurate and represents the best information currently available to us; however, we make no warranty of merchantability, or fitness for any particular use, or any other warranty, express or implied, with respect to this information, and we assume no liability resulting from the use of this information. Users should make their own investigations to determine the suitability of the information for their particular needs and puposes. NFPA Ha?arH Ratings Health: 0 Flammability: 0 Reactiveity: 0 Special Hazards: 0 MSDS APPROVED BY: MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV: F (WEBSITE) Page 1 of 2 pH7 SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRON L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92009, USA INFORMATION PHONE # : (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Won thru Fri 8:00-4:30 PM (Pacific Time) This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Buffered Phosphate Solution TRADE NAME & SYNONYMS: pH Reference BufferSolution.pH 7.0 CHEMICAL FORMULA: Na,HPO., KH2PO, and H,O CATALOG NUMBERS: pH 7.0 Buffer CHEMICAL FAMILY: Buffered Phosphate Dilute Solution CAS #: Sodium Phosphate, Dibasic #7558-79-4 Potassium Phosphate, Monobasic #7778-77-0 Water #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( °C ) FREEZE POINT { °C } VAPOR PRESSURE @ 20° C VAPOR DENSITY PERCENT VOLATiLES BY VOLUME 100 0 14TORR 0.7 (HP) N/A SPECIFIC GRAVITY SOLUBILITY IN H a O,% BY WT. O 20° C APPEARANCE AND ODOR EVAPORATION RATE (ETHER = 1) 1.0 100% YELLOW, ODORLESS LIQUID 1.0 SECTION 3 FIRE FIGHTING MEASURES FLASH POINT (TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Lei N/A Uel N/A SECTION 4 STABILITY AND REACTIVITY STABILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID:NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID: (N/A) WATER, (N/A) ACIDS, (N/A) BASES, (N/A) OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE: EFFECTS OF OVEREXPOSURE: ROUTES OF ENTRY: CARCINOGENICITY: NONE KNOWN. IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION.MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: SKIN CONTACT: INGESTION: FLUSH WITH LARGE AMOUNTS OF WATER. WASH WITH SOAP AND RINSE WITH LARGE AMOUNTS OF WATER. DRINK PLENTY OF WATER. INDUCE VOMITING, SEEK MEDICAL ATTENTION IMMEDIATLY. pH7 Page 2 of 2 SECTION 8 PERSONAL PROTECTION RESPIRATORY PROTECTION: NONE REQUIRED. VENTILATION: NONE REQUIRED. EYE PROTECTION: RECOMMENDED. PROTECTIVE GLOVES: NONE REQUIRED.PROTECTIVE CLOTHING: NONE REQUIRED. SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIAL HYGIENE AND SAFETY PRACTICES. STORAGE; STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TO XI CITY DATA: N/A TOXICOLOGICAL FINDING: TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS} SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER {TSD} TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME ........... NON-REGULATED DOT NUMBER ........................ NONE SECTION 13 REGULATORY INFORMATION TSCA INVENTORY : THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. COMPONENT .............. N/A jSABA EHS(302) ........... N/A SARA EHSTpQ (LBS) ........ N/A CERCLA RQ (LBS) .......... N/A QSHA FLOOR LIST .......... N/A N/A— I DeMlnlmls for SARA 313 (%) . . . .N/A SECTION 14 OTHER INFORMATION DISCLAIMER: This information is believed to be accurate and represents the best information currently available NFPA Hazard Ratings to us; however, we make no warranty of merchantability, or fitness for any particular use, or any Health: 0 other warranty, express or implied, with respect to this information, and we assume no liability Rammability: 0 resulting from the use of this information. Users should make their own investigations to determine the Reactiveity: 0 suitability of the information for their particular needs and puposes. Special Hazards: 0 MSDS APPROVED BY: w T>. pH10 MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV; F (WEBSITE) Page 1 of 2 SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRON L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92009, USA INFORMATION PHONE # ; (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Won thru Fri 8:00-4:30 PM (Pacific Time} This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Buffered Carbonate Solution TRADE NAME & SYNONYMS: pH Reference Buffer Solution, pH 10.0 CHEMICAL FORMULA: NaHCO3, Na. CO and H. 0 CATALOG NUMBERS: pH 10.0 Butter CHEMICAL FAMILY: Buffered Carbonate Dilute Solution CAS #: Sodium Bicarbonate #144-55-8Sodium Carbonate #497-19-8 Water #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( °C ) FREEZE POINT { "C ) VAPOR PRESSURE @ 20° C VAPOR DENSITY PERCENT VOLATILES BY VOLUME 100 0 14TORR 0.7 <H,0) N/A SPECIFIC GRAVITY SOLUBILITY IN H2O,% BY WT. @ 20° C APPEARANCE AND ODOR EVAPORATION RATE {ETHER = 1) 1.0 100% BLUE, ODORLESSLIQUID 1.0 SECTION 3 FIRE FIGHTING MEASURES FLASH POINT (TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Lei N/A Uel N/A SECTION 4 STABILITY AND REACTIVITY STABILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID:NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID: (N/A) WATER, (N/A) ACIDS, (N/A) BASES, (N/A) OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE: EFFECTS OF OVEREXPOSURE: ROUTES OF ENTRY: CARCtNOGENICITY: NONE KNOWN. IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION. MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: SKIN CONTACT: INGESTION: FLUSH WITH LARGE AMOUNTS OF WATER. WASH WITH SOAP AND RINSE WITH LARGE AMOUNTS OF WATER. DRINK PLENTY OF WATER, INDUCE VOMITING, SEEK MEDICAL ATTENTION IMMEDIATELY. pH10 Page2of2 SECTION 8 PERSONAL PROTECTION RESPIRATORY PROTECTION: NONE REQUIRED. VENTILATION: NONE REQUIRED. EYE PROTECTION: RECOMMENDED. PROTECTIVE GLOVES: NONE REQUIRED. PROTECTIVE CLOTHING: NONE REQUIRED. SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIALHYGIENE AND SAFETY PRACTICES. STORAGE: STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TOXICITY DATA: N/A I TOXICOLOGICAL FINDING: i TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS) r SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. ^ NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER (TSD) TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. _ SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME NON-REGULATED DOT NUMBER NONEr- ! SECTION 13 REGULATORY INFORMATION — TSCA INVENTORY: THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. COMPONENT N/A SARA EHS (3Q2) N/A r, SAHA EHS TOO (LBS) N/A I CERCLA RQ (LBS) N/A OSHA FLOOR LIST N/A r™ • PeMlnlmis for SARA 313 (%). . . .N/A SECTION 14 OTHER INFORMATIONr- .... ..... ._ , ,_,__ __ DISCLAIMER: This information is believed to be accurate and represents the best information currently available NFPA Hazard Ratings to us; however, we make no warranty of merchantability, or fitness for any particular use, or any Health: 0 other warranty, express or implied, with respect to this information, and we assume no liability Flammability: 0 ,__ resulting from the use of this information. Users should make their own investigations to determine the Reactiveity: 0 suitability of the information for their particular needs and puposes. Special Hazards: 0 MSDS APPROVED BY: r MATERIAL SAFETY DATA SHEET Preparation & Last date Printed: 10/27/00 REV: B (WEBSITE) Page 1 of 2 pHSS SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MYRON L COMPANY 6115 CORTE DEL CEDRO, CARLSBAD, CA 92009, USA INFORMATION PHONE # : (760) 438-2021, Contact either Jerry Adams or Gary Robinson BUSINESS HOURS : Mon thru Fri 8:00-4:30 PM (Pacific Time) This and additional Myron L Material Safety Data Sheets (MSDS) are available on the World Wide Web at: http://www.myronl.com CHEMICAL NAME: Buffered Phthalate and Potassium Chloride Solution TRADE NAME & SYNONYMS: pH Sensor Storage Solution CHEMICAL FORMULA: KHCaH,O., KCI and H20 CATALOG NUMBERS: SSQ, SSG CHEMICAL FAMILY: Phthalate Dilute Solution & Inorganic Salts CAS #: Potassium Hydrogen Phthalate #877-24-7 Potassium Chloride #7447-40-7 Water #7732-18-5 SECTION 2 PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT, 760mm Hg ( °C ) FREEZE POINT ( °C ) VAPOR PRESSURE Q 20° C VAPOR DENSITY PERCENT VOLATILES BY VOLUME 100 0 14TORR 0.7 (HP) N/A SPECIFIC GRAVITY SOLUBILITY IN HjO,% BY WT. @ 20° C APPEARANCE AND ODOR EVAPORATION RATE (ETHER = 1) 1.0 100% COLORLESS, ODORLESSLIQUID 1.0 SECTION 3 FIRE FIGHTING PROPERTIES FLASH POINT {TEST METHOD) EXTINGUISHING MEDIA SPECIAL HAZARDS & PROCEDURES UNUSUAL FIRE & EXPLOSION HAZARDS N/A NON-FLAMMABLE N/A N/A FLAMMABLE LIMITS N/A Uel N/A Uel N/A SECTION 4 STABILITY AND REACTIVITY STABILITY: Product stable under normal temperatures and pressures.CONDITIONS TO AVOID:NONE KNOWN. REACTIVITY: SAME AS WATER.MATERIALS TO AVOID: (N7A) WATER, (N/A) ACIDS, (N/A) BASES, (N/A) OTHER SPECIFY SECTION 5 ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: CLEAN SPILL USING ABSORBENT MATERIALS AND WATER, AND THEN AIR OUT AREA. SECTION 6 HAZARDS IDENTIFICATION THRESHOLD LIMIT VALUE: EFFECTS OF OVEREXPOSURE: ROUTES OF ENTRY: CARCINOGENIC1TY: NONE KNOWN. IRRITATING TO EYES, MUCOUS MEMBRANES, SKIN AND DIGESTIVE TRACT. INGESTION. MATERIAL IS NOT LISTED (IARC, NTP, OSHA) AS A CANCER CAUSING AGENT. SECTION 7 FIRST AID MEASURES FIRST AID PROCEDURES: EYE CONTACT: SKIN CONTACT: INGESTION: FLUSH WITH LARGE AMOUNTS OF WATER. WASH WITH SOAP AND RINSE WITH LARGE AMOUNTS OF WATER. DRINK PLENTY OF WATER, INDUCE VOMITING, SEEK MEDICAL ATTENTION IMMEDIATELY. r PHSS Page 2 of 2 SECTION 8 PERSONAL PROTECTION RESPIRATORY PROTECTION: NONE REQUIRED. VENTILATION: NONE REQUIRED. EYE PROTECTION: RECOMMENDED. PROTECTIVE GLOVES: NONE REQUIRED. PROTECTIVE CLOTHING; NONE REQUIRED. SECTION 9 HANDLING AND STORAGE HANDLING: NORMAL USE DOES NOT GENERATE A HAZARDOUS SITUATION WHEN HANDLED IN ACCORDANCE WITH GOOD INDUSTRIAL HYGIENE AND SAFETY PRACTICES.STORAGE: STORE AT ROOM TEMPERATURE. SECTION 10 TOXICOLOGICAL INFORMATION TOXICITY DATA: N/A TOXICOLOGICAL FINDING: TESTS ON LABORATORY ANIMALS INDICATE MATERIAL DOES NOT PRODUCE ADVERSE MUTAGENIC EFFECTS. CITED IN REGISTRY OF TOXIC EFFECTS OF SUBSTANCES (RTECS) SECTION 11 DISPOSAL CONSIDERATIONS EPA WASTE NO. & DISPOSAL TREATMENT: MATERIAL DOES NOT HAVE AN EPA WASTE NUMBER AND IS NOT A LISTED WASTE. NOTE: ALWAYS CONTACT A PERMITTED WASTE DISPOSER (TSD) TO ASSURE COMPLIANCE AND ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS. SECTION 12 TRANSPORT INFORMATION DOT SHIPPING NAME NON-REGULATED DOT NUMBER NONE SECTION 13 REGULATORY INFORMATION TSCA INVENTORY: THE CAS NUMBER OF THIS PRODUCT IS LISTED ON THE TSCA INVENTORY. COMPONENT N/A SARA EHS(3.q?) N/A SARA EHS tOQLU-SS) N/A CERCLARQ(LBS) N/A OSHA FLOOR LIST .N/A DeMlnimls for SARA 313 (%). . . .N/A SECTION 14 OTHER INFORMATION DISCLAIMER: This information is believed to be accurate and represents the best information currently available NFPA Hazard Ratings to us; however, we make no warranty ol merchantability, or fitness for any particular use, or any Health: 0other warranty, express or implied, with respect to this information, and we assume no liability Flammability: 0 resulting from the use of this information. Users should make their own investigations to determine the Reactiveity: 0 suitability of the information for their particular needs and puposes. Special Hazards: 0 MSDS APPROVED BY: r KhMN Page ] ot z VALOX® PBT RESIN (L.GE Live Click here to speak LIVE to engineer. If you would tike to send feedback to via our online form, or are looking for contact information regarding... * Order and Inquiries i Technical Questions About Our Materials i Product Literature ; Press Relations ... Please see our Contact Resins page Let us help you with your new application. Documents marked with this icon require the Acrobat Reader, available for free from Adobe. VALOX thermoplastic polyester resins are semi-crystalline materials based on polybutylene terephthalate (PBT) polymers. The product line includes many performance-matched grades, each designed to provide a unique property profile. Grades range from 100% unmodified PBT resins to combinations of glass-fiber reinforced, mineral filled, mineral/glass reinforced and flame resistant grades, No matter how hostile the end-use environment, processors and designers find solutions with VALOX resin. VALOX resin, with its combination of heat and chemical resistance, deliver unique design advantages, with exceptionally good process ability and surface appearance. This is why the product is found in computer keyboards, cool-to-trie-touch appliances, fluid handling systems, automotive components, electrical connectors, and industrial systems and controls. VALOX resins offer: - Chemical resistance Outstanding dielectric strength - Outstanding electrical properties . High RTI up to 284°F (140°C) Low temperature performance down to -40°F (-40°C) , Strength and modulus at elevated temperatures - Very good processabHity— long flow in thin sections : Flame resistance Typical applications for VALOX resins include: Electrical/electronic connectors > Smart network interface devices (SlMID's) Power plugs and electrical components , Switches and controls Circuit breaker enclosures , Outdoor telecommunications enclosures Automotive under-hood componentry . Electrical appliance components requiring high surface gloss Fiber optic tubes Zoc GE Plastics' engineering thermoplastics portfolio is constantly being enhanced with an exciting array of new technologies and products. Whether it's a new color or special effect you are looking for or new eco- conforming products to meet environmental needs, GE is the right place to come. So, please visit our web site frequently to learn about what we have to offer you. http://www.geplastics.com/resins/materiaJs/valox.html 4/9/2004 GE Plastics Page I of 3 BE Plastics VALOX® PBT Resin Material Properties VALOX thermoplastic polyester resins are semi-crystalline materials based on polybutylene terephthalate (PBT) polymers. This resin product line includes many series of performance-matched grades, each designed to provide a unique property profile. r- • VALOX resins combine high mechanical, thermal and electrical properties with very good chemical resistance and very good dimensional stability. Product grades range from 100% unmodified PBT resins to combinations of glass-fiber reinforced, mineral filled, mineral/glass reinforced and flame resistant grades. Both filled and unfilled grades of this "~ resin family offer a range of UL and other agency compliance ratings. High dielectric strength is a special attribute of VALOX resins - even in high temperatures and over widely varied ,-. environmental conditions. They also offer low moisture absorption, low warp, high heat resistance up to 420°F (216°C), and inherent lubricity. VALOX resins also enable optimum production cycle times and predictable mold shrinkage due to the rapid rate of crystallization of the materials. p VALOX resins are characterized by their very good resistance to a variety of chemicals, including aliphatic ! hydrocarbons, petrol, oils and greases, dilute acids and bases, detergents and most aqueous salt solutions at ambient temperatures. r i http;//www.geplastics.com/resins/ProductGuides/valox/Introduction_prr.html 4/9/2004 GE Plastics Page 2 of 3 VALOX resins offer: * chemical resistance * outstanding dielectric strength * outstanding electrical properties * highHT1upto2940F{14G°C) * low temperature performance dQwnto-400F(-4fJ0C) * very good processabiNty ~ long flow in thin sections * flame resistance Typical applications for VALOX resins include: * electrical/electronic connectors * smart network interface dsvices ISNIDs) * power plugs and electrical components * switches and controls * circuit breaker enclosures * outdoor telecommunications enclosures * automotive under-hood componentry * electrical appliance components requiring high surface gloss * fiber optic tubes Where an application requires exposure to, or immersion in, certain environments, prototypes or suitable stressed samples of the material should be tested under actual operating conditions. r http://www.geplastics.com/resins/ProductGuides/valox/Introduction_prr.html 4/9/2004 Page 3 of 3 Ufl reinforced •UVStabftifjrf : General PurpoSie Glass Filled PBT/PC Glass Filled PBT/PC Minimi .11,^1 ass ' Hiled Hydro Jyti Rcsisinnl http://www.geplastics.com/resins/ProductGuides/valox/Introduction_prr.html 4/9/2004 MSDS Number: M2015 ***** Effective Date: 11/12/01 ***** Supercedes: 12/14/00 METHYL ALCOHOL 1. Product Identification Synonyms: Wood alcohol; methanol; carbinol CAS No.: 67-56-1 Molecular Weight: 32.04 ChemicaJ Formula; CH30H Product Codes: J.T. Baker: 5217, 5370, 5794, 5811, 5842, 5869, 9049, 9063, 9065, 9066, 9067, 9069, 9070, 9071, 9073, 9075, 9076, 9077,9091, 9093, 9096, 9097, 9098, 9263, 9822, 9830, V654 Mallinckrodt: 3004, 3006, 3016, 3017, 3018, 3024, 3041, 3701, 4295, 5160, 8814, H080, H488, H603, H985, V079, V571 2, Composition/Information on Ingredients Ingredient CAS No Percent Hazardous Methyl Alcohol 67-56-1 100% Yes 3. Hazards Identification Emergency Overview POISON! DANGER! VAPOR HARMFUL. MAY BE FATAL OR CAUSE BLINDNESS IF SWALLOWED. HARMFUL IF INHALED OR ABSORBED THROUGH SKIN. CANNOT BE MADE NONPOISONOUS. FLAMMABLE LIQUID AND VAPOR. CAUSES IRRITATION TO SKIN, EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM AND LIVER. SAF-T-DATA(tm) Ratings (Provided here for your convenience) Health Rating: 3 - Severe (Poison) Flammability Rating; 3 - Severe (Flammable) Reactivity Rating: 1 - Slight Contact Rating: 3 - Severe (Life) Lab Protective Equip: GOGGLES & SHIELD; LAB COAT & APRON; VENT HOOD; PROPER GLOVES; CLASS B EXTINGUISHER Storage Color Code: Red (Flammable) Potential Health Effects Inhalation: A slight irritant to the mucous membranes. Toxic effects exerted upon nervous system, particularly the optic nerve. Once absorbed into the body, it is very slowly eliminated. Symptoms of overexposure may include headache, drowsiness, nausea, vomiting, blurred vision, blindness, coma, and death. A person may get better but then worse again up to 30 hours later. Ingestion: Toxic. Symptoms parallel inhalation. Can intoxicate and cause blindness. Usual fatal dose: 100-125 milliliters. Skin Contact: Methyl alcohol is a defatting agent and may cause skin to become dry and cracked. Skin absorption can occur; symptoms may parallel inhalation exposure. Eye Contact: Irritant. Continued exposure may cause eye lesions. Chronic Exposure: Marked impairment of vision has been reported. Repeated or prolonged exposure may cause skin irritation. Aggravation of Pre-existing Conditions: Persons with pre-existing skin disorders or eye problems or impaired liver or kidney function may be more susceptible to the effects of the substance. 4. First Aid Measures Inhalation: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention immediately. Ingestion: Induce vomiting immediately as directed by medical personnel. Never give anything by mouth to an unconscious person. Get medical attention immediately. Skin Contact: Immediately flush skm with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Get medical attention. Wash clothing before reuse. Thoroughly clean shoes before reuse. Eye Contact: Immediately flush eyes with plenty of water for at least 15 minutes, lifting lower and upper eyelids occasionally. Get medical attention immediately. 5. Fire Fighting Measures Fire: Flashpoint: 12C(54F)CC Autoignition temperature: 464C (867F) Flammable limits in air % by volume: lei: 6.0; uel: 36 Flammable Liquid and Vapor! Explosion: Above flash point, vapor-air mixtures are explosive within flammable limits noted above. Moderate explosion hazard and dangerous fire hazard when exposed to heat, sparks or flames. Sensitive to static discharge. Fire Extinguishing Media: Use alcohol foam, dry chemical or carbon dioxide. (Water may be ineffective.) Special Information: In the event of a fire, wear full protective clothing and NIOSH-approved self-contained breathing apparatus with full facepiece operated in the pressure demand or other positive pressure mode. Use water spray to blanket fire, cool fire exposed containers, and to flush non-ignited spills or vapors away from fire. Vapors can flow along surfaces to distant ignition source and flash back. 6. Accidental Release Measures Ventilate area of leak or spill. Remove all sources of ignition. Wear appropriate personal protective equipment as specified in Section 8, Isolate hazard area. Keep unnecessary and unprotected personnel from entering. Contain and recover liquid when possible. Use non- sparking tools and equipment. Collect liquid in an appropriate container or absorb with an inert material (e. g., vermiculite, dry sand, earth), and place in a chemical waste container. Do not use combustible materials, such as saw dust. Do not flush to sewer! If a leak or spill has not ignited, use water spray to disperse the vapors, to protect personnel attempting to stop leak, and to flush spills away from exposures. US Regulations (CERCLA) require reporting spills and releases to soil, water and air in excess of reportable quantities. The toll free number for the US Coast Guard National Response Center is (800) 424-8802. J. T. Baker SOLUSORB^E solvent adsorbent is recommended for spills of this product. 7. Handling and Storage Protect against physical damage. Store in a cool, dry well-ventilated location, away from any area where the fire hazard may be acute. Outside or detached storage is preferred. Separate from incompatibles. Containers should be bonded and grounded for transfers to avoid static sparks. Storage and use areas should be No Smoking areas. Use non-sparking type tools and equipment, including explosion proof ventilation. Containers of this material may be hazardous when empty since they retain product residues (vapors, liquid); observe all warnings and precautions listed for the product. Do Not attempt to clean empty containers since residue is difficult to remove. Do not pressurize, cut, weld, braze, solder, .drill, grind or expose such containers to heat, sparks, flame, static electricity or other sources of ignition: they may explode and cause injury or death. 8. Exposure Controls/Personal Protection Airborne Exposure Limits: For Methyl Alcohol: - OSHA Permissible Exposure Limit (PEL): 200 ppm (TWA) - ACGIH Threshold Limit Value (TLV): 200 ppm (TWA), 250 ppm (STEL) skin Ventilation System: A system of local and/or general exhaust is recommended to keep employee exposures below the Airborne Exposure Limits. Local exhaust ventilation is generally preferred because it can control the emissions of the contaminant at its source, preventing dispersion of it into the general work area. Please refer to the ACGIH document, Industrial Ventilation, A Manual of Recommended Practices, most recent edition, for details. Use explosion-proof equipment. Personal Respirators (NIOSH Approved): If the exposure limit is exceeded and engineering controls are not feasible, wear a supplied air, full-facepiece respirator, airlined hood, or full-facepiece self-contained breathing apparatus. Breathing air quality must meet the requirements of the OSHA respiratory protection standard (29CFR1910.134). This substance has poor warning properties. Skin Protection: Rubber or neoprene gloves and additional protection including impervious boots, apron, or coveralls, as needed in areas of unusual exposure. Eye Protection: Use chemical safety goggles. Maintain eye wash fountain and quick-drench facilities in work area. 9. Physical and Chemical Properties Appearance: Clear, colorless liquid. Odor: Characteristic odor. Solubility: Miscible in water. Specific Gravity: 0.8 PH: No information found. % Volatiles by volume @ 21C (70F); 100 Boiling Point: 64.5C (147F) Melting Point: -98C (-144F) Vapor Density (Air=l): 1.1 Vapor Pressure (mm Hg): 97 @ 20C (68F) Evaporation Rate (BuAc=l): 5.9 10. Stability and Reactivity Stability: Stable under ordinary conditions of use and storage. Hazardous Decomposition Products: May form carbon dioxide, carbon monoxide, and formaldehyde when heated to decomposition. Hazardous Polymerization: Will not occur. Incompatibilities: Strong oxidizing agents such as nitrates, perchlorates or sulfuric acid. Will attack some forms of plastics, rubber, and coatings. May react with metallic aluminum and generate hydrogen gas. Conditions to Avoid: Heat, flames, ignition sources and incompatibles. 11. Toxicological Information Methyl Alcohol (Methanol) Oral rat LD50: 5628 mg/kg; inhalation rat LC50: 64000 ppm/4H; skin rabbit LD50: 15800 mg/kg; Irritation data-standard Draize test; skin, rabbit: 20mg/24 hr. Moderate; eye, rabbit: 100 mg/24 hr. Moderate. Investigated as a mutagen, reproductive effector. \Cancer Lists\ NTP Carcinogen Ingredient Known Anticipated IARC Category Methyl Alcohol (67-56-1) No No N6ne 12. Ecological Information Environmental Fate: When released into the soil, this material is expected to readily biodegrade. When released into the soil, this material is expected to leach into groundwater. When released into the soil, this material is expected to quickly evaporate. When released into the water, this material is expected to have a half-life between 1 and 10 days. When released into water, this material is expected to readily biodegrade. When released into the air, this material is expected to exist in the aerosol phase with a short half-life. When released into the air, this material is expected to be readily degraded by reaction with photochemically produced hydroxyl radicals. When released into air, this material is expected to have a half-life between 10 and 30 days. When released into the air, this material is expected to be readily removed from the atmosphere by wet deposition. Environmental Toxicity: This material is expected to be slightly toxic to aquatic life. 13. Disposal Considerations Whatever cannot be saved for recovery or recycling should be handled as hazardous waste and sent to a RCRA approved incinerator or disposed in a RCRA approved waste facility. Processing, use or contamination of this product may change the waste management options. State and local disposal regulations may differ from federal disposal regulations. Dispose of container and unused contents in accordance with federal, state and local requirements. 14. Transport Information Domestic (Land, D.O.T.) Proper Shipping Name: METHANOL Hazard Class: 3 UN/NA:UN1230 Packing Group: II Information reported for product/size: 358LB International (Water, I.M.O.) Proper Shipping Name: METHANOL Hazard Class: 3, 6.1 UN/NA:UN1230 Packing Group: II Information reported for product/size: 358LB 15. Regulatory Information \Chemical Inventory Status - Part 1\ Ingredient TSCA EC Japan Australia Methyl Alcohol (67-56-1) Yes Yes Yes Yes \Chemical Inventory Status - Part 2\ --Canada — Ingredient Korea DSL NDSL Phil. Methyl Alcohol (67-56-1) Yes Yes No Yes \Federal, State & International Regulations - Part 1\ -SARA 302- SARA 313--- Ingredient RQ TPQ List Chemical Catg. Methyl Alcohol (67-56-1) No No Yes Mo \Federal, State & International Regulations - Part 2\ -RCRA- -TSCA- Ingredient CERCLA 261.33 8(d) Methyl Alcohol (67-56-1) 5000 U154 No Chemical Weapons Convention: No TSCA 12(b): No CDTA: No SARA 311/312: Acute: Yes Chronic: Yes Fire: Yes Pressure: No Reactivity: No (Pure / Liquid) Australian Hazchem Code: 2PE Poison Schedule: S6 WHMIS: This MSDS has been prepared according to the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. 16. Other Information NFPA Ratings: Health: 1 Flammability: 3 Reactivity: 0 Label Hazard Warning: POISON! DANGER! VAPOR HARMFUL. MAY BE FATAL OR CAUSE BLINDNESS IF SWALLOWED. HARMFUL IF INHALED OR ABSORBED THROUGH SKIN. CANNOT BE MADE NONPOISONOUS. FLAMMABLE LIQUID AND VAPOR. CAUSES IRRITATION TO SKIN, EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM AND LIVER. Label Precautions: Avoid breathing vapor. Avoid contact with eyes, skin and clothing. Wash thoroughly after handling. Keep container closed. Use only with adequate ventilation. Keep away from heat, sparks and flame. Label First Aid: If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. If swallowed, induce vomiting immediately as directed by medical personnel. Never give anything by mouth to an unconscious person. In case of contact, immediately flush eyes or skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Wash clothing before reuse. In all cases get medical attention immediately. Product Use: Laboratory Reagent. Revision Information: MSDS Section(s) changed since last revision of document include: 3, 8. Disclaimer: Mallinckrodt Baker, Inc. provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy. This document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product Individuals receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose. MALLINCKRODT BAKER, INC. MAKES NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE INFORMATION SET FORTH HEREIN OR THE PRODUCT TO WHICH THE INFORMATION REFERS. ACCORDINGLY, MALLINCKRODT BAKER, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS INFORMATION. ^^4-4-^^^i^^^i^^^J.ij-J,i-1t4,'4,J;J?JfJ.*4?'•^•^^^^^f^lT;Jr-Tiir*^Tl^**T*'T5T*T*lt^T*ii-TiiT*-TTi Prepared by: Environmental Health & Safety Phone Number: (314) 654-1600 (U.S.A.) r~ MSDS Number: A0446 ***** Effective Date: 02/12/04 ***** Supercedes: 04/10/01 ACETONE 1. Product Identification Synonyms: Dimethylketone; 2-propanone; dimethylketal CAS No.: 67-64-1 Molecular Weight: 58.08 Chemical Formula: (CH3)2CO Product Codes: J.T. Baker: 5008, 5018, 5356, 5580, 9001, 9002, 9003, 9004, 9005, 9006, 9007, 9008, 9009, 9010, 9015, 9036, 9125, 9254, 9271, A134, V655 Mallinckrodt: 0018, 2432, 2435, 2437, 2438, 2440, 2443, 2445, 2850, H451, H580, H981 2. Composition/Information on Ingredients Ingredient CAS No Percent Hazardous Acetone • 67-64-1 99 - 100% Yes 3. Hazards Identification Emergency Overview DANGER! EXTREMELY FLAMMABLE LIQUID AND VAPOR. VAPOR MAY CAUSE FLASH FIRE. HARMFUL IF SWALLOWED OR INHALED. CAUSES IRRITATION TO SKIN, EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM. J.T. Baker SAF-T-DATA(tm) Ratings (Provided here for your convenience) Health Rating: 1 - Slight Flammability Rating: 4 - Extreme (Flammable) Reactivity Rating: 2 - Moderate Contact Rating: 1 - Slight Lab Protective Equip: GOGGLES; LAB COAT; VENT HOOD; PROPER GLOVES; CLASS B EXTINGUISHER Storage Color Code: Red (Flammable) Potential Health Effects Inhalation: Inhalation of vapors irritates the respiratory tract. May cause coughing, dizziness, dullness, and headache. Higher concentrations can produce central nervous system depression, narcosis, and unconsciousness. Ingestion: Swallowing small amounts is not likely to produce harmful effects. Ingestion of larger amounts may produce abdominal pain, nausea and vomiting. Aspiration into lungs can produce severe lung damage and is a medical emergency. Other symptoms are expected to parallel inhalation. Skin Contact: Irritating due to defatting action on skin. Causes redness, pain, drying and cracking of the skin. Eye Contact: Vapors are irritating to the eyes. Splashes may cause severe irritation, with stinging, tearing, redness and pain. Chronic Exposure: Prolonged or repeated skin contact may produce severe irritation or dermatitis. Aggravation of Pre-existing Conditions: Use of alcoholic beverages enhances toxic effects. Exposure may increase the toxic potential of chlorinated hydrocarbons, such as chloroform, trichloroethane. 4. First Aid Measures Inhalation: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention. Ingestion: Aspiration hazard. If swallowed, vomiting may occur spontaneously, but DO NOT INDUCE. If vomiting occurs, keep head below hips to prevent aspiration into lungs. Never give anything by mouth to an unconscious person. Call a physician immediately. Skin Contact: Immediately flush skin with plenty of water for at least 15 minutes. Remove contaminated clothing and shoes. Get medical attention. Wash clothing before reuse. Thoroughly clean shoes before reuse. Eye Contact: Immediately flush eyes with plenty of water for at least 15 minutes, lifting upper and lower eyelids occasionally. Get medical attention. 5. Fire Fighting Measures Fire: Flash point: -20C (-4F) CC Autoignition temperature: 465C (869F) Flammable limits in air % by volume: lel:2.5;uel: 12.8 Extremely Flammable Liquid and Vapor! Vapor may cause flash fire, Explosion: Above flash point, vapor-air mixtures are explosive within flammable limits noted above. Vapors can flow along surfaces to distant ignition source and flash back. Contact with strong oxidizers may cause fire. Sealed containers may rupture when heated. This material may produce a floating fire hazard. Sensitive to static discharge. Fire Extinguishing Media: Dry chemical, alcohol foam or carbon dioxide. Water may be ineffective. Water spray may be used to keep fire exposed containers cool, dilute spills to nonflammable mixtures, protect personnel attempting to stop leak and disperse vapors. Special Information: In the event of a fire, wear fall protective clothing and NIOSH-approved self-contained breathing apparatus with full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Ventilate area of leak or spill. Remove all sources of ignition. Wear appropriate personal protective equipment as specified in Section 8. Isolate hazard area. Keep unnecessary and unprotected personnel from entering. Contain and recover liquid when possible. Use non- sparking tools and equipment. Collect liquid in an appropriate container or absorb with an inert material (e. g., vermiculite, dry sand, earth), and place in a chemical waste container. Do not use combustible materials, such as saw dust. Do not flush to sewer! If a leak or spill has not ignited, use water spray to disperse the vapors, to protect personnel attempting to stop leak, and to flush spills away from exposures. US Regulations (CERCLA) require reporting spills and releases to soil, water and air in excess of reportable quantities. The toll free number for the US Coast Guard National Response Center is (800) 424-8802. J. T. Baker SOLUSORB./E solvent adsorbent is recommended for spills of this product. 7. Handling and Storage Protect against physical damage. Store in a cool, dry well-ventilated location, away from any area where the fire hazard may be acute. Outside or detached storage is preferred. Separate from incompatibles, Containers should be bonded and grounded for transfers to avoid static sparks. Storage and use areas should be No Smoking areas. Use non-sparking type tools and equipment, including explosion proof ventilation. Containers of this material may be hazardous when empty since they retain product residues (vapors, liquid); observe all warnings and precautions listed for the product. 8. Exposure Controls/Personal Protection Airborne Exposure Limits: • Acetone: -OSHA Permissible Exposure Limit (PEL): lOOOppm(TWA) -ACGIH Threshold Limit Value (TLV): 500 ppm (TWA), 750 ppm (STEL) A4 - not classifiable as a human carcinogen Ventilation System; A system of local and/or general exhaust is recommended to keep employee exposures below the Airborne Exposure Limits. Local exhaust ventilation is generally preferred because it can control the emissions of the contaminant at its source, preventing dispersion of it into the general work area. Please refer to the ACGIH document, Industrial Ventilation, A Manual of Recommended Practices, most recent edition, for details. Personal Respirators (NIOSH Approved): If the exposure limit is exceeded and engineering controls are not feasible, a half-face organic vapor respirator may be worn for up to ten times the exposure limit, or the maximum use concentration specified by the appropriate regulatory agency or respirator supplier, whichever is lowest. A full-face piece organic vapor respirator maybe worn up to 50 times the exposure limit, or the maximum use concentration specified by the appropriate regulatory agency or respirator supplier, whichever is lowest. For emergencies or instances where the exposure levels are not known, use a full-face piece positive-pressure, air-supplied respirator. WARNING: Air-purifying respirators do not protect workers in oxygen-deficient atmospheres. Skin Protection: Wear impervious protective clothing, including boots, gloves, lab coat, apron or coveralls, as appropriate, to prevent skin contact. Eye Protection: Use chemical safety goggles and/or a full face shield where splashing is possible. Maintain eye wash fountain and quick-drench facilities in work area. r 9. Physical and Chemical Properties Appearance: Clear, colorless, volatile liquid. Odor: Fragrant, mint-like Solubility: Miscible in all proportions in water. Specific Gravity: 0.79@20C/4C PH: No information found. % Volatiles by volume @ 21C (70F): 100 Boiling Point: 56.5C(133F)@760mmHg Melting Point: -95C(-139F) Vapor Density (Air=l): 2.0 Vapor Pressure (mm Hg): 400@39.5C(104F) Evaporation Rate (BuAc=l): ca. 7.7 10. Stability and Reactivity Stability: Stable under ordinary conditions of use and storage. Hazardous Decomposition Products: Carbon dioxide and carbon monoxide may form when heated to decomposition. Hazardous Polymerization: Will not occur. Incompatibilities: Concentrated nitric and sulfuric acid mixtures, oxidizing materials, chloroform, alkalis, chlorine compounds, acids, potassium t-butoxide. Conditions to Avoid: Heat, flames, ignition sources and incompatibles. r* 11. Toxicological Information Oral rat LD50: 5800 mg/kg; Inhalation rat LC50: 50,100mg/rn3; Irritation eye rabbit, Standard Draize, 20 mg severe; investigated as a tumorigen, mutagen, reproductive effector. \Cancer Lists\ NTP Carcinogen Ingredient Known Anticipated IARC Category Acetone (67-64-1) No No None 12. Ecological Information Environmental Fate: When released into the soil, this material is expected to readily biodegrade. When released into the soil, this material is expected to leach into groundwater. When released into the soil, this material is expected to quickly evaporate. When released into water, this material is expected to readily biodegrade. When released to water, this material is expected to quickly evaporate. This material has a log octanol-water partition coefficient of less than 3.0. This material is not expected to significantly bio accumulate. When released into the air, this material may be moderately degraded by reaction with photochemically produced hydroxyl radicals. When released into the air, this material may be moderately degraded by photolysis. When released into the air, this material is expected to be readily removed from the atmosphere by wet deposition. Environmental Toxicity: This material is not expected to be toxic to aquatic life. The LC50/96-hour values for fish are over 100 mg/1. 13, Disposal Considerations Whatever cannot be saved for recovery or recycling should be handled as hazardous waste and sent to a RCRA approved incinerator or disposed in a RCRA approved waste facility. Processing, use or contamination of this product may change the waste management options. State and local disposal regulations may differ from federal disposal regulations. Dispose of container and unused contents in accordance with federal, state and local requirements. 14. Transport Information Domestic (Land, D.O.T.) Proper Shipping Name: ACETONE Hazard Class: 3 UN/NA:UN1090 Packing Group: II Information reported for product/size: 215L International (Water, I.M.O.) Proper Shipping Name: ACETONE Hazard Class: 3 UN/NA: UN1090 Packing Group: II Information reported for product/size: 215L 15. Regulatory Information \Chemical Inventory Status - Part 1\ Ingredient TSCA EC Japan Australia Acetone (67-64-1) Yes Yes Yes Yes \Chemical Inventory Status - Part 2\ --Canada-- Ingredient Korea DSL NDSL Phil. Acetone (67-64-1) Yes Yes No Yes \Federal, State & International Regulations - Part 1\ -SARA 302- SARA 313 Ingredient RQ TPQ List Chemical Catg. Acetone (67-64-1) No No Yes No \Federal, State & International Regulations - Part 2\ -RCRA- -TSCA- Ingredient CERCLA 261.33 8(d) Acetone (67-64-1) 5000 U002 No Chemical Weapons Convention: No TSCA 12 (b) : Yes CDTA: Yes SARA 311/312: Acute: Yes Chronic: No Fire: Yes Pressure: No Reactivity: No (Pure / Liquid) Australian Hazchem Code: 2[Y]E Poison Schedule: None allocated. WHMIS: This MSDS has been prepared according to the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. 16. Other Information NFPA Ratings: Health: 1 Flammability: 3 Reactivity: 0 Label Hazard Warning: DANGER! EXTREMELY FLAMMABLE LIQUID AND VAPOR. VAPOR MAY CAUSE FLASH FIRE. HARMFUL IF SWALLOWED OR INHALED. CAUSES IRRITATION TO SKIN, EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM. Label Precautions: Keep away from heat, sparks and flame. Keep container closed. Use only with adequate ventilation. Wash thoroughly after handling. Avoid breathing vapor. Avoid contact with eyes, skin and clothing, Label First Aid: Aspiration hazard. If swallowed, vomiting may occur spontaneously, but DO NOT INDUCE. If vomiting occurs, keep head below hips to prevent aspiration into lungs. Never give anything by mouth to an unconscious person. Call a physician immediately. If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. In case of contact, immediately flush eyes or skin with plenty of water for at least 15 minutes. Remove contaminated clothing and shoes. Wash clothing before reuse. In all cases, get medical attention. Product Use: Laboratory Reagent. Revision Information: No Changes. Disclaimer: Mallinckrodt Baker, Inc. provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy. This document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product. Individuals receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose. MALLINCKRODT BAKER, INC. MAKES NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE INFORMATION SET FORTH HEREIN OR THE PRODUCT TO WHICH THE INFORMATION REFERS. ACCORDINGLY, MALLINCKRODT BAKER, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS INFORMATION. Prepared by: Environmental Health & Safety Phone Number: (314) 654-1600 (U.S.A.) MSDS Number: P6401 ***** Effective Date: 05/07/03 ***** Supercedes: 01/24/02 2-PROPANOL 1. Product Identification Synonyms: Isopropyl alcohol; seopropyl alcohol; isopropanol; sec-propanol; dimethyl carbinol CAS No.: 67-63-0 Molecular Weight: 60.10 Chemical Formula: (CH3)2 CHOH Product Codes: 5373, 5582, 5863, 5870, 5873, 5890, 5986, 5996, 9016, 9025, 9026, 9055, 9059, 9078, 9079, 9081, 9082, 9083, 9084, 9088, 9089, 9095, 9334, XM-181, XM- 198 2. Composition/Information on Ingredients Ingredient CAS No Percent Hazardous Isopropyl Alcohol 67-63-0 90 - 100% Yes Water 7732-18-5 0 - 10% No 3. Hazards Identification Emergency Overview WARNING! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF SWALLOWED OR INHALED. CAUSES IRRITATION TO EYES AND RESPIRATORY TRACT, AFFECTS CENTRAL NERVOUS SYSTEM. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. MAY CAUSE IRRITATION TO SKIN. SAF-T-DATA(tm) Ratings (Provided here for your convenience) Health Rating: 2 - Moderate Flarnrnability Rating: 3 - Severe (Flammable) Reactivity Rating: 2 - Moderate Contact Rating: 3 - Severe Lab Protective Equip: GOGGLES & SHIELD; LAB COAT & APRON; VENT HOOD; PROPER GLOVES; CLASS B EXTINGUISHER Storage Color Code: Red (Flammable) Potential Health Effects Inhalation: Inhalation of vapors irritates the respiratory tract. Exposure to high concentrations has a narcotic effect, producing symptoms of dizziness, drowsiness, headache, staggering, unconsciousness and possibly death. Ingestion: Can cause drowsiness, unconsciousness, and death. Gastrointestinal pain, cramps, nausea, vomiting, and diarrhea may also result. The single lethal dose for a human adult = about 250 mis (8 ounces). Skin Contact; May cause irritation with redness and pain. May be absorbed through the skin with possible systemic effects. Eye Contact: Vapors cause eye irritation. Splashes cause severe irritation, possible corneal burns and eye damage. Chronic Exposure: Chronic exposure may cause skin effects. Aggravation of Pre-existing Conditions: Persons with pre-existing skin disorders or impaired liver, kidney, or pulmonary function may be more susceptible to the effects of this agent. 4. First Aid Measures Inhalation: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Call a physician. Ingestion: Give large amounts of water to drink. Never give anything by mouth to an unconscious person. Get medical attention. Skin Contact: Immediately flush skin with plenty of water for at least 15 minutes. Call a physician if irritation develops. Eye Contact: Immediately flush eyes with plenty of water for at least 15 minutes, lifting lower and upper eyelids occasionally. Get medical attention immediately. 5. Fire Fighting Measures Fire: Flashpoint: 12C (54F) CC Autoignition temperature: 399C (750F) Flammable limits in air % by volume: lel:2.0;uel: 12.7 Listed fire data is for Pure Isopropyl Alcohol. Explosion: Above flash point, vapor-air mixtures are explosive within flammable limits noted above. Contact with strong oxidizers may cause fire or explosion. Vapors can flow along surfaces to distant ignition source and flash back. Sensitive to static discharge. Fire Extinguishing Media: Water spray, dry chemical, alcohol foam, or carbon dioxide. Water spray may be used to keep fire exposed containers cool, dilute spills to nonflammable mixtures, protect personnel attempting to stop leak and disperse vapors. Special Information: In the event of a fire, wear full protective clothing and NIOSH-approved self-contained breathing apparatus with full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Ventilate area of leak or spill. Remove all sources of ignition. Wear appropriate personal protective equipment as specified in Section 8. Isolate hazard area. Keep unnecessary and unprotected personnel from entering. Contain and recover liquid when possible. Use non- sparking tools and equipment. Collect liquid in an appropriate container or absorb with an inert material (e. g., vermiculite, dry sand, earth), and place in a chemical waste container. Do not use combustible materials, such as saw dust. Do not flush to sewer! If a leak or spill has not ignited, use water spray to disperse the vapors, to protect personnel attempting to stop leak, and to flush spills away from exposures. J. T. Baker SOLUSORB^E solvent adsorbent is recommended for spills of this product. 7. Handling and Storage Protect against physical damage. Store in a cool, dry well-ventilated location, away from any area where the fire hazard may be acute. Outside or detached storage is preferred. Separate from incompatibles. Containers should be bonded and grounded for transfers to avoid static sparks. Storage and use areas should be No Smoking areas. Use non-sparking type tools and equipment, including explosion proof ventilation. Containers of this material may be hazardous when empty since they retain product residues (vapors, liquid); observe all warnings and precautions listed for the product. Small quantities of peroxides can form on prolonged storage. Exposure to light and/or air significantly increases the rate of peroxide formation. If evaporated to a residue, the mixture of peroxides and isopropanol may explode when exposed to heat or shock. 8. Exposure Controls/Personal Protection Airborne Exposure Limits: For Isopropyl Alcohol (2-Propanol): -OSHA Permissible Exposure Limit (PEL): 400 ppm (TWA) -ACGffl Threshold Limit Value (TLV): 200 ppm (TWA), 400 ppm (STEL), A4 - not classifiable as a human carcinogen. Ventilation System: A system of local and/or general exhaust is recommended to keep employee exposures below the Airborne Exposure Limits. Local exhaust ventilation is generally preferred because it can control the emissions of the contaminant at its source, preventing dispersion of it into the general work area. Please refer to the ACGIH document, Industrial Ventilation, A Manual of Recommended Practices, most recent edition, for details. Personal Respirators (NIOSH Approved): If the exposure limit is exceeded, a full facepiece respirator with organic vapor cartridge may be worn up to 50 times the exposure limit or the maximum use concentration specified by the appropriate regulatory agency or respirator supplier, whichever is lowest. For emergencies or instances where the exposure levels are not known, use a full- facepiece positive-pressure, air-supplied respirator. WARNING: Air purifying respirators do not protect workers in oxygen-deficient atmospheres. Skin Protection: Wear impervious protective clothing, including boots, gloves, lab coat, apron or coveralls, as appropriate, to prevent skin contact. Neoprene and nitrile rubber are recommended materials. Eye Protection: Use chemical safety goggles and/or a full face shield where splashing is possible. Maintain eye wash fountain and quick-drench facilities in work area. r* 9. Physical and Chemical Properties Appearance: Clear, colorless liquid. Odor: Rubbing alcohol. Solubility: Miscible in water. Specific Gravity; 0.79@20C/4C PH: No information found. % Volatiles by volume @ 21C (70F): 100 Boiling Point: 82C(180F) Melting Point: -89C(-128F) Vapor Density (Air=l): 2.1 Vapor Pressure (mm Hg): 44@25C(77F) Evaporation Rate (BuAc=l): 2.83 10. Stability and Reactivity Stability: Stable under ordinary conditions of use and storage. Heat and sunlight can contribute to instability. Hazardous Decomposition Products: Carbon dioxide and carbon monoxide may form when heated to decomposition. Hazardous Polymerization: Will not occur. Incompatibilities: Heat, flame, strong oxidizers, acetaldehyde, acids, chlorine, ethylene oxide, hydrogen- palladium combination, hydrogen peroxide-sulfuric acid combination, potassium tert- butoxide, hypochlorous acid, isocyanates, nitroform, phosgene, aluminum, oleum and perchloric acid. Conditions to Avoid: Heat, flames, ignition sources and incompatibles. f- 11. Toxicological Information Oral rat LD50: 5045 mg/kg; skin rabbit LD50: 12.8 gm/kg; inhalation rat LC50: 16,000 ppm/8-hour; investigated as a tumorigen, mutagen, reproductive effector. --- NTP Carcinogen --- Ingredient Known Anticipated I ARC Category Isopropyl Alcohol (67-63-0) Water (7732-18-5) No No No No 3 None 12. Ecological Information Environmental Fate: When released into the soil, this material is expected to quickly evaporate. When released into the soil, this material may leach into groundwater. When released into the soil, this material may biodegrade to a moderate extent. When released to water, this material is expected to quickly evaporate. When released into the water, this material is expected to have a half-life between 1 and 10 days. When released into water, this material may biodegrade to a moderate extent. This material is not expected to significantly bio accumulate. When released into the air, this material is expected to be readily degraded by reaction with photochemically produced hydroxyl radicals. When released into the air, this material is expected to have a half-life between 1 and 10 days. When released into the air, this material may be removed from the atmosphere to a moderate extent by wet deposition. Environmental Toxicity: The LC50/96-hour values for fish are over 100 mg/1. This material is not expected to be toxic to aquatic life. 13. Disposal Considerations Whatever cannot be saved for recovery or recycling should be handled as hazardous waste and sent to a RCRA approved incinerator or disposed in a RCRA approved waste facility. Processing, use or contamination of this product may change the waste management options. State and local disposal regulations may differ from federal disposal regulations. Dispose of container and unused contents in accordance with federal, state and local requirements. 14. Transport Information Domestic (Land, D.O.T.) Proper Shipping Name: ISOPROPANOL Hazard Class: 3 UN/NA:UN1219 Packing Group: II Information reported for product/size: 355LB International (Water, I.M.O.) Proper Shipping Name: ISOPROPANOL Hazard Class: 3 UN/NA:UN1219 Packing Group: II Information reported for product/size: 355LB 15. Regulatory Information \Chemical Inventory Status - Part 1\ Ingredient TSCA EC Japan Australia Isopropyl Alcohol (67-63-0) Yes Yes Yes Yea Water (7732-18-5) Yes Yes Yes Yes \Chemical Inventory Status - Part 2\ --Canada-- Ingredient Korea DSL NDSL Phil. Isopropyl Alcohol (67-63-0) Yes Yes No Yes Water (7732-18-5) Yes Yes No Yes \Federal, State & International Regulations - Part I\ -SARA 302- SARA 313 Ingredient RQ TPQ List Chemical Catg. Isopropyl Alcohol (67-63-0) No No Yes No Water (7732-18-5) No No No No \Federal, State & International Regulations - Part 2\ -RCRA- -TSCA- Ingredient CERCLA 261.33 8(d) Isopropyl Alcohol (67-63-0) No Ho No Water (7732-18-5) No No No Chemical Weapons Convention: No TSCA 12(b): No CDTA: No SARA 311/312: Acute: Yes Chronic: Yes Fire: Yes Pressure: No Reactivity: No (Mixture / Liquid) Australian Hazchem Code: 2[S]2 Poison Schedule: None allocated. WHMIS: This MSDS has been prepared according to the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. 16. Other Information NFPA Ratings: Health: 2 Flammability: 3 Reactivity: 0 Label Hazard Warning: WARNING! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF SWALLOWED OR INHALED. CAUSES IRRITATION TO EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. MAY CAUSE IRRITATION TO SKIN. Label Precautions: Keep away from heat, sparks and flame. Keep container closed. Use only with adequate ventilation. Wash thoroughly after handling. Avoid breathing vapor or mist. Avoid contact with eyes, skin and clothing. Label First Aid: If swallowed, give large amounts of water to drink. Never give anything by mouth to an unconscious person. If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. In case of contact, immediately flush eyes or skin with plenty of water for at least 15 minutes. Remove contaminated clothing and shoes. Wash clothing before reuse. In all cases, get medical attention. Product Use: Laboratory Reagent. Revision Information: MSDS Section(s) changed since last revision of document include: 8. Disclaimer:***************^ Mallinckrodt Baker, Inc. provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy. This document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product Individuals receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose. MALLINCKRODT BAKER, INC. MAKES NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE INFORMATION SET FORTH HEREIN OR THE PRODUCT TO WHICH THE INFORMATION REFERS. ACCORDINGLY, MALLINCKRODT BAKER, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS INFORMATION.**************** ************************ Prepared by: Environmental Health & Safety Phone Number: (314) 654-1600 (U.S.A.) MSDS Number: M2015 ***** Effective Date: 11/12/01 *Supercedes: 12/14/00 METHYL ALCOHOL 1. Product Identification Synonyms: Wood alcohol; methanol; carbinol CAS No.: 67-56-1 Molecular Weight: 32.04 Chemical Formula: CH3OH Product Codes: J.T. Baker: 5217, 5370, 5794, 5811, 5842, 5869, 9049, 9063, 9065, 9066, 9067, 9069, 9070, 9071, 9073, 9075, 9076, 9077, 9091, 9093, 9096, 9097, 9098, 9263, 9822, 9830, V654 Mallinckrodt: 3004, 3006, 3016, 3017, 3018, 3024, 3041, 3701, 4295, 5160, 8814, H080, H488, H603, H985, V079, V571 2. Composition/Information on Ingredients Ingredient CAS No Percent Hazardous Methyl Alcohol 67-56-1 100% Yes 3. Hazards Identification Emergency Overview POISON! DANGER! VAPOR HARMFUL. MAY BE FATAL OR CAUSE BLINDNESS IF SWALLOWED. HARMFUL IF INHALED OR ABSORBED THROUGH SKIN. CANNOT BE MADE NONPOISONOUS. FLAMMABLE LIQUID AND VAPOR. CAUSES IRRITATION TO SKIN, EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM AND LIVER. SAF-T-DATA(tm} Ratings (Provided here for your convenience) Health Rating: 3 - Severe (Poison) Flammability Rating: 3 - Severe (Flammable) Reactivity Rating: 1 - Slight Contact Rating: 3 - Severe (Life) Lab Protective Equip: GOGGLES & SHIELD; LAB COAT & APRON; VENT HOOD, PROPER GLOVES; CLASS B EXTINGUISHER Storage Color Code: Red (Flammable) Potential Health Effects Inhalation: A slight irritant to the mucous membranes. Toxic effects exerted upon nervous system, particularly the optic nerve. Once absorbed into the body, it is very slowly eliminated. Symptoms of overexposure may include headache, drowsiness, nausea, vomiting, blurred vision, blindness, coma, and death. A person may get better but then worse again up to 30 hours later, Ingestion: Toxic. Symptoms parallel inhalation. Can intoxicate and cause blindness. Usual fatal dose: 100-125 milliliters. Skin Contact: Methyl alcohol is a defatting agent and may cause skin to become dry and cracked. Skin absorption can occur; symptoms may parallel inhalation exposure. Eye Contact: Irritant, Continued exposure may cause eye lesions. Chronic Exposure: Marked impairment of vision has been reported. Repeated or prolonged exposure may cause skin irritation. Aggravation of Pre-existing Conditions: Persons with pre-existing skin disorders or eye problems or impaired liver or kidney function may be more susceptible to the effects of the substance. 4. First Aid Measures Inhalation: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention immediately. Ingestion: Induce vomiting immediately as directed by medical personnel. Never give anything by mouth to an unconscious person. Get medical attention immediately. Skin Contact: Immediately flush skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Get medical attention. Wash clothing before reuse. Thoroughly clean shoes before reuse. Eye Contact: Immediately flush eyes with plenty of water for at least 15 minutes, lifting lower and upper eyelids occasionally. Get medical attention immediately, 5. Fire Fighting Measures Fire: Flashpoint: 12C (54F) CC Autoignition temperature: 464C (867F) Flammable limits in air % by volume: lel:6.0;uel:36 Flammable Liquid and Vapor! Explosion: Above flash point, vapor-air mixtures are explosive within flammable limits noted above. Moderate explosion hazard and dangerous fire hazard when exposed to heat, sparks or flames. Sensitive to static discharge. Fire Extinguishing Media: Use alcohol foam, dry chemical or carbon dioxide. (Water may be ineffective.) Special Information: In the event of a fire, wear full protective clothing and NIOSH-approved self-contained breathing apparatus with full facepiece operated in the pressure demand or other positive pressure mode. Use water spray to blanket fire, cool fire exposed containers, and to flush non-ignited spills or vapors away from fire. Vapors can flow along surfaces to distant ignition source and flash back. 6. Accidental Release Measures Ventilate area of leak or spill. Remove all sources of ignition. Wear appropriate personal protective equipment as specified in Section 8. Isolate hazard area. Keep unnecessary and unprotected personnel from entering. Contain and recover liquid when possible. Use non- sparking tools and equipment. Collect liquid in an appropriate container or absorb with an inert material (e. g., vermiculite, dry sand, earth), and place in a chemical waste container. Do not use combustible materials, such as saw dust. Do not flush to sewer! If a leak or spill has not ignited, use water spray to disperse the vapors, to protect personnel attempting to stop leak, and to flush spills away from exposures. US Regulations (CERCLA) require reporting spills and releases to soil, water and air in excess of reportable quantities. The toll free number for the US Coast Guard National Response Center is (800) 424-8802. J. T. Baker SOLUSORB^ solvent adsorbent is recommended for spills of this product. 7. Handling and Storage Protect against physical damage. Store in a cool, dry well-ventilated location, away from any area where the fire hazard may be acute. Outside or detached storage is preferred. Separate from incompatibles. Containers should be bonded and grounded for transfers to avoid static sparks. Storage and use areas should be No Smoking areas, yse non-sparking type tools and equipment, including explosion proof ventilation. Containers of this material may be hazardous when empty since they retain product residues (vapors, liquid); observe all warnings and precautions listed for the product. Do Not attempt to clean empty containers since residue is difficult to remove. Do not pressurize, cut, weld, braze, solder, drill, grind or expose such containers to heat, sparks, flame, static electricity or other sources of ignition: they may explode and cause injury or death. 8. Exposure Controls/Personal Protection Airborne Exposure Limits: For Methyl Alcohol: - OSHA Permissible Exposure Limit (PEL): 200 ppm (TWA) - ACGIH Threshold Limit Value (TLV): 200 ppm (TWA), 250 ppm (STEL) skin Ventilation System: A system of local and/or general exhaust is recommended to keep employee exposures below the Airborne Exposure Limits. Local exhaust ventilation is generally preferred because it can control the emissions of the contaminant at its source, preventing dispersion of it into the general work area. Please refer to the ACGIH document, Industrial Ventilation, A Manual of Recommended Practices, most recent edition, for details. Use explosion-proof equipment. Personal Respirators (NIOSH Approved): If the exposure limit is exceeded and engineering controls are not feasible, wear a supplied air, full-facepiece respirator, airlined hood, or full-facepiece self-contained breathing apparatus. Breathing air quality must meet the requirements of the OSHA respiratory protection standard (29CFR1910.134). This substance has poor warning properties. Skin Protection: Rubber or neoprene gloves and additional protection including impervious boots, apron, or coveralls, as needed in areas of unusual exposure. Eye Protection: Use chemical safety goggles. Maintain eye wash fountain and quick-drench facilities in work area. 9. Physical and Chemical Properties Appearance: Clear, colorless liquid. Odor: Characteristic odor. Solubility: Miscible in water. Specific Gravity: 0.8 PH: No information found. % Volatiles by volume @ 21C (70F): 100 Boiling Point: 64.5C(147F) Melting Point: -98C (-144F) Vapor Density (Air=l): 1.1 Vapor Pressure (mm Hg): 97 @ 20C (68F) Evaporation Rate (BuAc=l): 5.9 10. Stability and Reactivity Stability: Stable under ordinary conditions of use and storage. Hazardous Decomposition Products: May form carbon dioxide, carbon monoxide, and formaldehyde when heated to decomposition. Hazardous Polymerization: Will not occur. Incompatibilities: Strong oxidizing agents such as nitrates, perchlorates or sulfuric acid. Will attack some forms of plastics, rubber, and coatings. May react with metallic aluminum and generate hydrogen gas. Conditions to Avoid: Heat, flames, ignition sources and incompatibles. 11. Toxicological Information Methyl Alcohol (Methanol) Oral rat LD50: 5628 mg/kg; inhalation rat LC50: 64000 ppm/4H; skin rabbit LD50; 15800 mg/kg; Irritation data-standard Draize test: skin, rabbit: 20mg/24 hr. Moderate; eye, rabbit: 100 mg/24 hr. Moderate. Investigated as a mutagen, reproductive effector. \Cancer Lists\ NTP Carcinogen Ingredient Known Anticipated IARC Category Methyl Alcohol (67-56-1) No No None 12. Ecological Information Environmental Fate: When released into the soil, this material is expected to readily biodegrade. When released into the soil, this material is expected to leach into groundwater. When released into the soil, this material is expected to quickly evaporate. When released into the water, this material is expected to have a half-life between 1 and 10 days. When released into water, this material is expected to readily biodegrade. When released into the air, this material is expected to exist in the aerosol phase with a short half-life. When released into the air, this material is expected to be readily degraded by reaction withphotochemically produced hydroxyl radicals. When released into air, this material is expected to have a half-life between 10 and 30 days. When released into the air, this material is expected to be readily removed from the atmosphere by wet deposition. Environmental Toxicity: This material is expected to be slightly toxic to aquatic life. 13. Disposal Considerations Whatever cannot be saved for recovery or recycling should be handled as hazardous waste and sent to a RCRA approved incinerator or disposed in a RCRA approved waste facility. Processing, use or contamination of this product may change the waste management options. State and local disposal regulations may differ from federal disposal regulations. Dispose of container and unused contents in accordance with federal, state and local requirements. 14. Transport Information Domestic (Land, D.O.T.) Proper Shipping Name: METHANOL Hazard Class: 3 UN/NA:UN1230 Packing Group: II Information reported for product/size: 358LB International (Water, I.M.O.) Proper Shipping Name: METHANOL Hazard Class: 3, 6.1 UN/NA:UN1230 Packing Group: II Information reported for product/size: 358LB 15. Regulatory Information \Chemical Inventory Status - Part 1\ Ingredient TSCA EC Japan Australia Methyl Alcohol (67-56-1) Yes Yes Yes Yes \Chemical Inventory Status - Part 2\ --Canada-- Ingredient Korea DSL NDSL Phil. Methyl Alcohol (67-56-1) Yes Yes No Yes \Federal, State & International Regulations - Part 1\ -SARA 302- SARA 313-- Ingredient RQ TPQ List Chemical Catg. Methyl Alcohol (67-56-1) No No Yes No \Federal, State & International Regulations - Part 2\ -RCRA- -TSCA- Ingredient CERCLA 261.33 8(d) Methyl Alcohol (67-56-1) 5000 U154 No Chemical Weapons Convention: No TSCA 12(b): No CDTA: No SARA 311/312: Acute: Yes Chronic: Yes Fire: Yes Pressure: No Reactivity: No (Pure / Liquid) r Australian Hazchem Code: 2PE Poison Schedule: S6 WHMIS: This MSDS has been prepared according to the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. 16. Other Information NFPA Ratings: Health: 1 Flammability: 3 Reactivity: 0 Label Hazard Warning: POISON! DANGER! VAPOR HARMFUL. MAY BE FATAL OR CAUSE BLINDNESS IF SWALLOWED. HARMFUL IF INHALED OR ABSORBED THROUGH SKIN. CANNOT BE MADE NONPOISONOUS. FLAMMABLE LIQUID AND VAPOR. CAUSES IRRITATION TO SKIN, EYES AND RESPIRATORY TRACT. AFFECTS CENTRAL NERVOUS SYSTEM AND LIVER. Label Precautions: Avoid breathing vapor. Avoid contact with eyes, skin and clothing. Wash thoroughly after handling. Keep container closed. Use only with adequate ventilation. Keep away from heat, sparks and flame. Label First Aid: If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. If swallowed, induce vomiting immediately as directed by medical personnel. Never give anything by mouth to an unconscious person. In case of contact, immediately flush eyes or skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Wash clothing before reuse. In all cases get medical attention immediately. Product Use: Laboratory Reagent. Revision Information: MSDS Section(s) changed since last revision of document include: 3, 8. Disclaimer: Mallinckrodt Baker, Inc. provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy. This document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product. Individuals receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose. MALLINCKRODT BAKER, INC. MAKES NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE INFORMATION SET FORTH HEREIN OR THE PRODUCT TO WHICH THE INFORMATION REFERS. ACCORDINGLY, MALLINCKRODT BAKER, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS INFORMATION. Prepared by: Environmental Health & Safety Phone Number: (314) 654-1600 (U.S.A.) MS Hi ernes FORMAT; USA PRODUCT: SS4179 MATERIAL SAFETY DATA SHEET SILICOME PRIMER 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION r- MANUFACTURED BY: GE SILICONES 260 HUDSON RIVER ROAD WATERFORD, NY 12188 SUPPLIED BY: GE SILICONES 260 HUDSON RIVER ROAD HATERFORD, NY 12188 EMERGENCY PHONE (24 MRS) (51B) 237-3330 EMERGENCY PHONE (24 HRS) (518) 237-3330 REVISED: 01/23/03 PREPARER: CE HANNIGAN CHEMICAL FAMILY/USE: SILICONS SOLUTION FORMULA: MIXTURE 2. COMPOSITION/INFORMATION ON INGREDIENTS PRODUCT COMPOSITION/ APPROX. ACGIH TLV OSHA PEL CAS REG NO. WGT. % TWA STEL TWA STEL UNITS HAZARDOUS BENZENE 71-43-2 METHANOL 67-56-1 TOLUENE 108-88-3 ETHYL ACETATE <1PPB 0.5 2.5 1 PPM 1-5 200 SKN250 200 SKN250 PPM <1PPM 50 (SKIN) 100 150 PPM COPYRIGHT GENERAL ELECTRIC CO.page: l 141-76-6 80-99 400 NE 400 NE PPM 2-PROPENOIC ACID, 2-METHYL-,METHYL- ESTER, POLYMER W/ 3 -(TRIMETHOXYSILY L) PROPYL 2-METHYL, 2 -PROPENOATE 26936-30-1 5-10 NA NE NA NE NA 2. NON-HAZARDOUS None Pound See Section 15 for description of any WHMIS Trade Secret(s) HAZARDS IDENTIFICATION 1" EMERGENCY OVERVIEW: WARNING! Irritating to skin, eyes, and respiratory tract. Harmful if swallowed, inhaled, or absorbed through skin. May cause adverse liver, kidney, and CMS effects. Flammable liquid and vapor. May harm vision. May cause allergic skin reaction. May generate formaldehyde at temperatures greater than 150 C [300 F). See Section 3 of MSDS for details. Ester odor Clear liquid POTENTIAL HEALTH EFFECTS: INGESTION: Harmful if swallowed. Causes vomiting, nausea, and diarrhea. Coma, shock and death may occur. Irritation of the mouch, throat, and stomach. May be fatal or cause blindness if swallowed. Large intake can result in narcosis. SKIN CONTACT: COPYRIGHT GENERAL ELECTRIC CO. pager 2 Causes moderate skin irritation. Causes drying of the skin. May cause an allergic skin reaction. May cause a rash and itching of the skin. May be absorbed through the skin and contribute to the symptoms listed under "Ingestion". Vapor and/or liquid causes irritation. INHALATION: Excessive inhalation causes headache, dizziness, nausea and incoordination. Causes moderate respiratory irritation. Causes irritation of the mouth, nose, and throat. Harmful if inhaled. Can cause unconsciousness if inhaled. Causes depression and fatigue. May cause systematic poisoning. EYE CONTACT; Causes severe eye irritation. High vapor concentration will cause irritation. May harm vision. Vapor and/or liquid causes irritation. May cause mild eye irritation. May cause severe eye irritation. MEDICAL CONDITIONS AGGRAVATED: Respiratory disorders. Pulmonary disorders. Central nervous system disorders. Gastrointestinal disorders. Blood disorders. Eye disorders. Pre-existing liver or kidney disorders. Skin disorders. SUBCHRONIC (TARGET ORGAN) EFFECTS: Dermatitis. Respiratory ailments. Central nervous system damage. Optic nerve damage. COPYRIGHT GENERAL ELECTRIC CO. page; 3 Liver and kidney damage. Corneal damage. Blood disorders. Pulmonary edema. Cumulative systemic toxicity. Eye damage, Anemia Permanent brain damage. CHRONIC EFFECTS/CARCINOGENICITY: This product or one of its ingredients present 0.1* or more is NOT listed as a carcinogen or suspected carcinogen by NTP, IARC, or OSHA. PRODUCTS/INGREDIENTS This space reserved for special use. PRINCIPLE ROUTES OF EXPOSURE: Oral. Dermal - skin. Eyes. Inhalation. Absorption through skin. OTHER: This product contains methylpolysiloxanes which can generate formaldehyde at approximately 300 degrees Fahrenheit (150'C) and above, in atmospheres which contain oxygen. Formaldehyde is a skin and respiratory sensitizer, eye and throat irritant, acute toxicant, and potential cancer hazard. An MSDS for formaldehyde is available from GE Silicones. 4. FIRST AID MEASURES INGESTIOH: Do not induce vomiting. Slowly dilute with 1-2 glasses of COPYRIGHT GENERAL ELECTRIC CO. page: 4 r r r r r r r r n n r r r r r r r r water or milk and seek medical attention. Never give any- thing by mouth to an unconscious person. SKIN: In case of contact, immediately flush skin with plenty of soap and water for at least 15 minutes. Get medical attention, INHALATION: If inhaled, remove to fresh air. it not breathing give artificial respiration using a barrier device. If breathing is difficult give oxygen. Get medical attention. EYES: In case of contact, or suspected contact, immediately flush eyes with plenty of water for at least 15 minutes and get medical attention immediately after flushing. NOTE TO PHYSICIAN: None known. 5. FIRE FIGHTING MEASURES FLASH POINT: -2.6 METHOD IGNITION TEMP FLAMMABLE LIMITS IN AIR - FLAMMABLE LIMITS IN AIR - SENSITIVITY TO MECHANICAL (C) 27 (F) : TCC. : 385 {C) 725 (F) LOWER (%} : 2 UPPER (%} : 11 IMPACT (Y/N) : NO SENSITIVITY TO STATIC DISCHARGE: Sensitivity to static discharge is expected; material has a flash point below 200 F. EXTINGUISHING MEDIA: Alcohol foam Carbon dioxide Dry chemical Foam SPECIAL FIREFIGHTING PROCEDURES: COPYRIGHT GENERAL ELECTRIC CO. page: S flammable. Positive pressure, self-contained breathing apparatus Wear full protective clothing. 6. ACCIDENTAL RELEASE MEASURES ACTION TO BE TAKEN IF MATERIAL IS RELEASED OR SPILLED: Wipe, scrape or soak up in an inert material and put in a container for disposal. Wear proper protective equipment as specified in the protective equipment section. Remove sources of ignition. Warn other workers of spill. Increase area ventilation. Person not trained should evacuate area. 7. HANDLING AND STORAGE 1" PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Use ground strap and appropriate precautions for dispensing flammable liquids. Keep container closed when not in use. Avoid contact with skin and eyes. Use only in a well ventilated area. Do not inhale vapors. Store away from heat, sources of ignition, and incompatible^. This product is sensitive to static discharge and other igintion sources. Handle with care. Keep away from children. COPYRIGHT GENERAL ELECTRIC CO. page: 6 r r T r r r r r n r r r r r r r r EXPOSURE CONTROLS/PERSONAL PROTECTION ENGINEERING CONTROLS: Exhaust ventilation Showers. Eyewash stations. Use in a well ventilated area, RESPIRATORY PROTECTION: Use in a well ventilated area. Use approved NIOSH respiratory protection if TLV exceeded or overexposure is likely. PROTECTIVE GLOVES: Rubber gloves, EYE AND FACE PROTECTION: Safety glasses. Monogoggles, Face shield. OTHER PROTECTIVE EQUIPMENT: Rubber apron. Wear eye protection and protective clothing. VENTILATION; Ventilation and other forms of engineering controls are preferred for controlling exposures. Respiratory protection may be needed for non-routine or emergency situations. 9. PHYSICAL AND CHEMICAL PROPERTIES COPYRIGHT GENERAL ELECTRIC CO, page; 7 BENZENE BOILING POINT : 80,1 VAPOR PRESSURE(20 C)(MM HG): 75 VAPOR DENSITY (AIR=1) : 2.8 176 IF) METHANOL BOILING POINT : 64.7 (C) VAPOR PRESSURE(20 C)(MM HG); 96 VAPOR DENSITY (AIR=1) : 1.1 148.5 (F) TOLUENE BOILING POINT ; 110 VAPOR PRESSURE(20 C)(MM HG}: 22 VAPOR DENSITY (AIR=1) : 3.2 (C)231 (F) ETHYL ACETATE BOILING POINT : 77 VAPOR PRESSURE(20 C)(MM HG): 73 VAPOR DENSITY (AIR-1) : 3.0 (C)171 (P) 2-PROPENOIC ACID, 2-METHYL-^ETHYL- BOILING POINT : NA VAPOR PRESSURE{20 C)(MM HG) : NA VAPOR DENSITY (AIR»1) : NA (C)(F) PRODUCT INFORMATION: BOILING POINT : VAPOR PRESSURE{20 C)(MM HG): VAPOR DENSITY (AIR-1) : FREEZING POINT : MELTING POINT : PHYSICAL STATE : ODOR ; COLOR : ODOR THRESHOLD (PPM) : % VOLATILE BY VOLUME : NA tC) NA NA . NA <0 (C) <32 UNK (C) UNK LIQUID ESTER CLEAR 3.9 -94 (F) (F) (F) •COPYRIGHT GENERAL ELECTRIC CO.page: 8 r r r r r r r r r EVAP. RATE(BUTYL ACETATE-1) SPECIFIC GRAVITY (WATER=1) DENSITY (KG/M3) ACID/ALKALINITY (MEQ/G) PH VOC EXCL.H2O & EXEMPTS(G/L) SOLUBILITY IN WATER (20 C) 6 .91 910.7 UNK UNK 840 INSOLUBLE SOLUBILITY IN ORGANIC SOLVENT (STATE SOLVENT): SOLUBLE IN ALCOHOLS 10. STABILITY AND REACTIVITY STABILITY: STABLE HAZARDOUS POLYMERIZATION: WILL NOT OCCUR HAZARDOUS THERMAL DECOMPOSITION/COMBUSTION PRODUCTS; Methanol. Ethyl acetate. Formaldehyde. 1" INCOMPATIBILITY (MATERIALS TO AVOID): Contact with oxidizing agents. CONDITIONS TO AVOID: Keep away from heat, sparks and flame. Avoid any source of ignition. 11. TOXICOLOGICAL INFORMATION BENZENE ACUTE ORAL LD50 (MQ/KG): 3,800 (RAT) COPYRIGHT GENERAL ELECTRIC CO. page: 9 1 1 ACUTE DERMAL LDSO (MG/KG): NONE FOUND ACUTE INHALATION LC50 (MG/L): 10,000 PPM/7HRIRAT) OTHER: Tested for acute oral LDSO and LC50. AMES TEST: UNKNOWN METHANOL ACUTE ORAL LDSO (MG/KG): 5628MG/KG(RAT) ACUTE DERMAL LDSO (MG/KG): 15,800 (rbt) ACUTE INHALATION LC50 (MG/L): 64,OOOPPM/4HR OTHER: Tested for acute oral LDSO. AMES TEST: TOLUENE ACUTE ORAL LDSO (MG/KG): 5000 (RAT) ACUTE DERMAL LDSO (MG/KG): 14,000 (RBT) ACUTE INHALATION LC50 (MG/L): 5320 PPM /BHR(MUS) OTHER: Tested for acute oral, dermal and inhalation. ~ —•» AMES TEST: UNKNOWN 1 ETHYL ACETATE """] ACUTE ORAL LDSO (MG/KG): 11,300 (RAT) j ACUTE DERMAL LDSO (MG/KG): NONE FOUND ACUTE INHALATION LC50 (MG/L): 1600 PPM/8HR(RAT) i OTHER: None. "1 AMES TEST: "1 2-PROPENOIC ACID, 2-METHYL-^ETHYL- ACUTE ORAL LDSO (MG/KG): KA ACUTE DERMAL LDSO (MG/KG): NA ACUTE INHALATION LC50 (MG/L): NA OTHER: None. j I COPYRIGHT GENERAL ELECTRIC CO. page: 10 1 n ~i r r r r r r r r r r r r AMES TEST: 12. ECOLOGICAL INFORMATION ECOTOXICOLOGICAL INFORMATION: No data at this time CHEMICAL FATE INFORMATION; No data at this time 13. . DISPOSAL CONSIDERATIONS DISPOSAL METHOD: Disposal should be made in accordance with federal, state and local regulations. Incineration recommended in approved incinerator according to federal, state, and local regulations. 14. TRANSPORT INFORMATION DOT SHIPPING NAME: FLAMMABLE LIQUID N.O.S. (ETHYL ACETATE & METHANOL) DOT HAZARD CLASS: 3 DOT LABEL(S): FLAMMABLE LIQUID UN/NA NUMBER: UN1993 PLACARDS: FLAMMABLE LIQUID IATA: COPYRIGHT GENERAL ELECTRIC CO. page: 11 FLAMMABLE LIQUID N.O.S. (ETHYL ACETATE & METHANOL), 3, UN1993, II IMO IMDG-COde: 3 EMS No: EmS. No.3-07 EUROPEAN CLASS: RID (OCTI): 3 ADR (ECE) : 3,2301,1A RAR (IATA): 3 15. REGULATORY INFORMATION SARA SECTION 302: Hone Found SARA (311,312) HAZARD CLASS: ACUTE HEALTH HAZARD CHRONIC HEALTH HAZARD FIRE HAZARD SARA (313} CHEMICALS: THIS PRODUCT CONTAINS TOXIC CHEMICAL(S) LISTED BELOW WHICH IS(ARE) SUBJECT TO THE REPORTING REQUIREMENTS OF SECTION 313 OF TITLE III OF THE SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT OF 1986 AND 40 CFR PART 372. METHANOL 67-56-1 CPSC CLASSIFICATION: NA WHMIS HAZARD CLASS: B2 FLAMMABLE LIQUIDS D2B TOXIC MATERIALS WHMIS TRADE SECRET: None EXPORT: SCHDLE B/HTSUS: 3208.90 Polymer Solution COPYRIGHT GENERAL ELECTRIC CO. page: 12 r r r r r r ECCN: EAR99 HAZARD RATING SYSTEMS HMIS FLAMMABILITY 3 , REACTIVITY 1 , HEALTH 3 NFPA HEALTH = 3, FLAMMABILITY = 3, REACTIVITY =» 1 CALIFORNIA PROPOSITION 65: THIS PRODUCT CONTAINS CALIFORNIA PROPOSITION 65 CHEMICALS WHICH ARE LISTED BELOW: BENZENE [71-43-2} TOLUENE (108-88-3) 16.OTHER INFORMATION r r n r These data are offered in good faith as typical values and not as product specifications. No warranty, either expressed or implied, is made. The recommended industrial hygiene and safe handling procedures are believed to be generally applicable. However, each user should review these recommendations in the specific context of the intended use and determine whether they are appropriate. This product or its components are on the Australian inventory (ACOIN) r r r r r r C - ceiling limit EST- estimated NA *> not applicable NE » none established ND • none determined By-product - reaction by- product, TSCA inventory status not required under COPYRIGHT GENERAL ELECTRIC CO. NEGL - negligible NF * none found USKN - unknown EEC - recommended V " recomm. By vendor 5KN - skin TS - trade secret R » recommended page: 13 40 CFR part 720.30(h-2> MST = mist STEL = short term exposure NT = not tested limit California Proposition 65: WARNING! This product contains a chemical known to the State of California to cause cancer, birth defects, or other reproductive harm. Additional technical guidance for NYS bulk storage Some NYS bulk storage requirements are covered in previous sections. - This product contains flammable/combustible solvents. - Materials of construction/compatibility Material is commonly stored in closed stainless steel or glass lined steel piping and storage tanks (at ambient temperature). Any other materials such as reinforce fiber- glass, plastic and etc. must be tested for compatibility be- fore uae. Consult supplier for materials for gaskets, packing, etc. - Condition for safe storage Bulk storage design factors to consider are venting, diking, separation distances between tanks and other structures. Storage requirements should be determined through consultation with qualified design and fire protection engineers and fire insurance carriers. Technical guidance may be found in pamphlet NPPA 30 or factory mutual handbook of industrial loss prevention. Recommended tank design: For pressure vessels, see American Society of Mechanical Engineers (ASME) code, section VIII, SO FSIG minimum pressure and full vacuum. For atmospheric tanks, see API 2000 for design requirements. Relief Valves: Flammable and Combustible Liquids code, NFPA N08. 30 and 29 CFR 1910.106, also consult API 520, 521. For COPYRIGHT GENERAL ELECTRIC CO. page: It r r r r r r r r r r r r r r r r r r piping design, consult ANSI B.31.3. - Storage equipment Corrosion protection, leak detection, spill and over- fill protection requirements, installation and maintenance information may be found in EPA final rule: 40 CFR part 260 underground storage tanks. New York State regulates storage requirements of this material in 6NYCRR parts 595-599. - Inspection and maintenance NYS regulates some inspection and maintenance requirements under 6NYCRR part 598. API publication, guide for inspection of refinery equipment, is a source for inspection and maintenance information. (American Petroleum Institute, 1220 L. Street, Northwest, Washington, D.C. 20005) - Safety precautions, warnings and procedures for handling and unloading bulk deliveries Only qualified, fully trained and experienced persons should sample, connect, load, unload, or disconect a tank car, portable tank or tank truck. When loading or unloading material in bulk, all DOT (Department of Transportation) regulations found in 49 CFR 172-17B must be followed when applicable. This will include grounding, braking, attendance, etc. The contents of the material to be unloaded should be verified before any transfer is made. Prior to unloading into a storage tank, a qualified person must check the storage tank level to be sure that the amount of material to be received will not overflow the storage tank. The proper unloading connection should be vented to a vapor removal, recovery or conservation system. COPYRIGHT GENERAL ELECTRIC CO. page: 15 - Spill and emergency response Release reporting and corrective action are listed in 40 CFR part 280 underground storage tanks and 6NYCRR part 595 . All materials in this product are either listed on the TSCA inventory or are exempted from notification requirements. COPYRIGHT GENERAL ELECTRIC CO. page: 16 3M MATERIAL SAFETY DATA SHEET 3M(1M) FRJMER 94 01/21/2004 Material Safety Data Sheet Copyright, 2004, 3M Company. All rights reserved. Copying and/or downloading of this information for the purpose of properly utilizing 3M products is allowed provided that: (1) the information is copied in full with no changes unless prior written agreement is obtained from 3M, and (2) neither the copy nor the original is resold or otherwise distributed with the intention of earning a profit thereon. PRODUCT NAME: 3M(TM) PRIMER 94 MANUFACTURER: 3M DIVISION: industrial Adhesives and Tapes ADDRESS: 3M Center St. Paul, MN 55144-1000 EMERGENCY PHONE: 1-800-364-3577 or (651) 737-6501 (24 hours) Issue Date: 01/21/2004 Supercedes Date: 06/07/2003 Document Group: 06-8243-5 Product Use: Specific Use:SURFACE PRIMER Ingredient CYCLOHEXANE XYLENE ETHYL ALCOHOL ETHYLBENZENE ACRYLIC POLYMER (NJTS#04499600-5984P) CHLORINATED POLYETHYLENE ETHYL ACETATE ISOPROPYL ALCOHOL C.A.S. No. 110-82-7 1330-20-7 64-17-5 100-41-4 Trade Secret 68609-36-9 141-78-6 67-63-0 %bvWt 45- 50 25- 35 5- 10 3- 7 1- 5 1- 5 1- 5 0.1- 1 3.1 EMERGENCY OVERVIEW Specific Physical Form: Liquid Odor, Color, Grade: Amber colored, solvent odor General Physical Form: Liquid .Page 1 of 9 |3M MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 Ql/21/2004 Kidney Effects: Signs/symptoms may include reduced or absent urine production, increased serum creatinine, lower back pain, increased protein in urine, arid increased blood urea nitrogen (BUN). Carcinogenicity: Contains a chemical or chemicals which can cause cancer. NOTE: This product contains ethanol. In IARC published Monograph No. 44, entitled, "Alcohol Drinking", the carcinogen!city of ethanol was determined based on chronic exposure to ethanol through human consumption of alcoholic beverages. This is not an expected effect during the foreseeable use of this product. Ingredient C.A.S. No. Class Description Regulation ETHYL ALCOHOL ETHYLBENZENE 64-17-5 100-41-4 Group 1 Group 2B Internationa! Agency for Research on Cancer International Agency for Research on Cancer 4.1 FIRST AID PROCEDURES The following first aid recommendations are based on an assumption that appropriate personal and industrial hygiene practices are followed. Eye Contact: Flush eyes with large amounts of water. If signs/symptoms persist, get medical attention. Skin Contact: Remove contaminated clothing and shoes. Immediately flush skin with large amounts of water. Get medical attention. Wash contaminated clothing and clean shoes before reuse. Inhalation: Remove person to fresh air. If signs/symptoms develop, get medical attention. If Swallowed: Do not induce vomiting. Give victim two glasses of water. Never give anything by mouth to an unconscious person. Get immediate medical attention. 4.2 NOTE TO PHYSICIANS Treatment for overexposure is symptomatic and supportive care. 5.1 FLAMMABLE PROPERTIES Autoignition temperature Flash Point No Data Available Approximately-4 °F [Test Method: Open Cup] .Page 3 of 9 3M MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 01/21/2004 Immediate health, physical, and environmental hazards: Closed containers exposed to heat from fire may build pressure and explode. Vapors may travel long distances along the ground or floor to an ignition source and flash back. Flammable liquid and vapor. Contains a chemical or chemicals which can cause cancer. May cause target organ effects. 3.2 POTENTIAL HEALTH EFFECTS Eye Contact: Moderate Eye Irritation: Signs/symptoms may include redness, swelling, pain, tearing, and blurred or hazy vision. Skin Contact: Prolonged or repeated exposure may cause: Moderate Skin Irritation: Signs/symptoms may include localized redness, swelling, itching, and dryness. May be absorbed through skin and cause target organ effects. Inhalation: Upper Respiratory Tract Irritation: Signs/symptoms may include cough, sneezing, nasal discharge, headache, hoarseness, and nose and throat pain. May be absorbed following inhalation and cause target organ effects. Ingestion: Gastrointestinal Irritation: Signs/symptoms may include abdominal pain, nausea, diarrhea and vomiting. May be harmful or fatal if swallowed. Chemical (Aspiration) Pneumonitis: Signs/symptoms may include coughing, gasping, choking, burning of the mouth, difficulty breathing, bluish colored skin (cyanosis), and may be fatal. May be absorbed following ingestion and cause target organ effects, Target Organ Effects: Central Nervous System (CNS) Depression: Signs/symptoms may include headache, dizziness, drowsiness, incoordination, nausea, slowed reaction time, slurred speech, giddiness, and unconsciousness. Prolonged or repeated exposure, above recommended guidelines, may cause: Liver Effects: Signs/symptoms may include loss of appetite, weight loss, fatigue, weakness, abdominal tenderness and jaundice. Central Nervous System (CNS) Effects: Signs/symptoms may include emotional or personality changes, lack of coordination, tremors and sensory loss. .Page 2 of 9 3M MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 01/21/2004 Flammable Limits - LEL Flammable Limits - UEL OSHA Flammability Classification: Approximately 1 % Approximately 6 % Class IB Flammable Liquid 5.2 EXTINGUISHING MEDIA Use fire extinguishers with class B extinguishing agents (e.g., dry chemical, carbon dioxide). 5.3 PROTECTION OF FIRE FIGHTERS Special Fire Fighting Procedures: Wear full protective equipment (Bunker Gear) and a self-contained breathing apparatus (SCBA). Water may not effectively extinguish fire; however, it should be used to keep fire-exposed containers and surfaces cool and prevent explosive rupture. Unusual Fire and Explosion Hazards: Closed containers exposed to heat from fire may build pressure and explode. Vapors may travel long distances along the ground or floor to an ignition source and flash back. Flammable liquid and vapor. Note: See STABILITY AND REACTIVITY (SECTION 10) for hazardous combustion and thermal decomposition information. Accidental Release Measures: Refer to other sections of this MSDS for information regarding physical and health hazards, respiratory protection, ventilation, and personal protective equipment. Call 3M-HELPS line (1-800-364-3577) for more information on handling and managing the spill, Evacuate unprotected and untrained personnel from hazard area. The spill should be cleaned up by qualified personnel. Remove all ignition sources such as flames, smoking materials, and electrical spark sources. Use only non- sparking tools. Ventilate the area with fresh air. For large spill, or spills in confined spaces, provide mechanical ventilation to disperse or exhaust vapors, in accordance with good industrial hygiene practice. Warning! A motor could be an ignition source and could cause flammable gases or vapors in the spill area to burn or explode. Contain spill. For larger spills, cover drains and build dikes to prevent entry into sewer systems or bodies of water. Cover spill area with a fire-extinguishing foam. An aqueous film forming foam (AFFF) is recommended. Working from around the edges of the spill inward, cover with bentonite, vermiculite, or commercially available inorganic absorbent material. Mix in sufficient absorbent until it appears dry. Remember, adding an absorbent material does not remove a toxic, corrosivity or flammability hazard. Collect as much of the spilled material as possible using non-sparking tools. Clean up residue with an appropriate solvent selected by a qualified and authorized person. Ventilate the area with fresh air. Read and follow safety precautions on the solvent label and MSDS. Collect the resulting residue containing solution. Place in a metal container approved for transportation by appropriate authorities. Seal the container. Dispose of collected material as soon as possible, In the event of a release of this material, the user should determine if the release qualifies as reportable according to jocal, state, and federal regulations. 7.1 HANDLING Avoid eye contact with vapors, mists, or spray. Avoid breathing of vapors, mists or spray. Do not eat, drink or smoke when using this product. Wash exposed areas thoroughly with soap and water. Ground containers securely when transferring contents. Wear low static or properly grounded shoes. Avoid static discharge. Keep away from heat, sparks, open flame, pilot lights and other sources of ignition. No smoking while handling this material. 7.2 STORAGE Keep container in well-ventilated area. Keep container tightly closed. Store away from areas where product may come into contact with food or Pharmaceuticals. Store away from heat. .Page 4 of 9 3M" MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 Ql/21/2004 8.1 ENGINEERING CONTROLS Use with appropriate local exhaust ventilation. Provide appropriate local exhaust ventilation on open containers. Use in a well- ventilated area, Use general dilution ventilation and/or local exhaust ventilation to control airborne exposures to below Occupational Exposure Limits and/or control mist, vapor, or spray. If ventilation is not adequate, use respiratory protection equipment. 8.2 PERSONAL PROTECTIVE EQUIPMENT (PPE) 8.2.1 Eye/Face Protection Avoid eye contact with vapors, mists, or spray. The following eye protection(s) are recommended: Safety Glasses with side shields. 8.2.2 Skin Protection Select and use gloves and/or protective clothing to prevent skin contact based on the results of an exposure assessment. Consult with your glove and/or protective clothing manufacturer for selection of appropriate compatible materials. Gloves made from the following material(s) are recommended: Fluoroelastomer (Viton). 8.2.3 Respiratory Protection Avoid breathing of vapors, mists or spray. Select one of the following NIOSH approved respirators based on airborne concentration of contaminants and in accordance with OSHA regulations: Half facepiece or fullface air-purifying respirator with organic vapor cartridges. Consult the current 3M Respiratory Selection Guide for additional information or call 1-800-243-4630 for 3M technical assistance. 8.2.4 Prevention of Swallowing Do not eat, drink or smoke when using this product. Wash exposed areas thoroughly with soap and water. 8.3 EXPOSURE GUIDELINES Ingredient Authority Type Limit CYCLOHEXANE ACGIH TWA 100 ppm CYCLOHEXANE OSHA TWA 300 ppm ETHYL ACETATE ACGIH TWA 400 ppm ETHYL ACETATE OSHA TWA 400 ppm ETHYL ALCOHOL ACGIH TWA 1000 ppm ETHYL ALCOHOL OSHA TWA 1000 ppm ETHYLBENZENE ACGIH TWA 100 ppm ETHYLBENZEME ACGIH STEL 125 ppm ETHYLBENZENE OSHA TWA 100 ppm ETHYLBENZENE OSHA STEL 125 ppm ISOPROPYL ALCOHOL ACGIH TWA 200 ppm ISOPROPYL ALCOHOL ACGIH STEL 400 ppm ISOPROPYL ALCOHOL OSHA TWA 400 ppm ISOPROPYL ALCOHOL OSHA STEL 500 ppm XYLENE ACGIH TWA 100 ppm XYLENE ACGIH STEL 150 ppm XYLENE OSHA TWA 100 ppm XYLENE OSHA STEL 150 ppm Additional Information Table Z-1 Table Z-l Table A4 Table Z-l Table A3 Table A3 Table Z-l A Table Z-l A Table A4 Table A4 Table Z-l A Table Z-l A Table A4 Table A4 Table Z-l A Table Z-l A SOURCE OF EXPOSURE LIMIT DATA: .Page 5 of 9 3M MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 01/21/2004 ACGIH: American Conference of Governmental Industrial Hygienists CMRG: Chemical Manufacturer Recommended Guideline OSHA: Occupational Safety and Health Administration AIHA: American Industrial Hygiene Association Workplace Environmental Exposure Level (WEEL) Specific Physical Form: Odor, Color, Grade: General Physical Form: Autoignition temperature Flash Point Flammable Limits - LEL Flammable Limits - UEL Boiling point Vapor Density Vapor Pressure Specific Gravity pH Melting point Solubility In Water Evaporation rate Hazardous Air Pollutants Volatile Organic Compounds Percent volatile VOC Less H2O & Exempt Solvents Viscosity Liquid Amber colored, solvent odor Liquid No Data Available Approximately -4 °F [Test Method: Open Cup] Approximately 1 % Approximately 6 % 170°F-280°F Approximately 0.0043 g/ml [@ 100 °C] Approximately 68 mmHg [@ 25 °C] Approximately 0.82 Approximately 5.5 Not Applicable Approximately 10 % Approximately 6.4 [RefStd: XYLENE=1] 34 - 36 % weight Approximately 750 g/1 Approximately 94 % Approximately 755 g/1 30 - 40 centipoise Stability: Stable. Materials and Conditions to Avoid: Heat; Sparks and/or flames Hazardous Polymerization: Hazardous polymerization will not occur. Hazardous Decomposition or By-Products Substance Condition Carbon monoxide During Combustion Carbon dioxide During Combustion Hydrogen Chloride During Combustion .Page 6 of 9 3M MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 Ql/2]/2004 Please contact the address listed on the first page of the MSDS for Toxicological Information on this material and/or its components, , _^_____ ECOTOXICOLOGICAL INFORMATION Not determined. CHEMICAL FATE INFORMATION Not determined. Waste Disposal Method: Incinerate in a permitted hazardous waste incinerator. As a disposal alternative, dispose of waste product in a permitted hazardous waste facility. Combustion products wilt include HCl. Facility must be capable of handling halogenated materials. EPA Hazardous Waste Number (RCRA); D001 (Ignitable) Since regulations vary, consult applicable regulations or authorities before disposal. ID Number(s): 70-0160-4782-4, 70-0160-5476-2, 70-0160-5477-0, 70-0160-5478-8, 70-0160-5497-8, 70-0160-5499-4, 70-0160-5500-9, 70- 0160-5501-7, 70-0160-5506-6, 70-0160-5507-4, 70-0160-5508-2, 70-0705-7964-7, 70-0707-4298-9 Please contact the emergency numbers listed on the first page of the MSDS for Transportation Information for this material. US FEDERAL REGULATIONS Contact 3M for more information. 311/312 Hazard Categories: .Page 7 of 9 3M MATERIAL SAFETY DATA SHEET 3M(TM) PRIMER 94 01/21/2004 Fire Hazard • Yes Pressure Hazard - No Reactivity Hazard - No Immediate Hazard - Yes Delayed Hazard - Yes Section 313 Toxic Chemicals subject to the reporting requirements of that section and 40 CFR part 372 (EPCRA): Ingredient ETHYLBENZENE CYCLOHEXANE XYLENE C.A.S. No 100-41-4 110-82-7 1330-20-7 This material contains a chemical which requires export notification under TSCA Section 12[b]: Ingredient (Category.if^apulicable) C.A.S. No CYCLOHEXANE 110-82-7 ETHYL ACETATE 141-78-6 ISOPROPYL ALCOHOL 67-63-0 Regulation Status Toxic Substances Control Act (TSCA) 4 Test Applicable Rule Chemicals Toxic Substances Control Act (TSCA) 4 Test Applicable Rule Chemicals Toxic Substances Control Act (TSCA) 4 Test Applicable Rule Chemicals STATE REGULATIONS Contact 3M for more information. CHEMICAL INVENTORIES Contact 3M for more information. All applicable chemical ingredients in this material are listed on the European Inventory of Existing Chemical Substances (EINECS), or are exempt polymers whose monomers are listed on EINECS. The components of this product are in compliance with the chemical notification requirements of TSCA. INTERNATIONAL REGULATIONS Contact 3M for more information. This MSDS has been prepared to meet the U.S. OSHA Hazard Communication Standard, 29 CFR 1910.1200. .Page 8 of 9 3M MATERIAL SAFETY DATA SHEET 3iVl(Tivr) PRIMER 94 01/21/2004 NFPA Hazard Classification Health: 2 Flammability: 3 Reactivity: 0 Special Hazards: None National Fire Protection Association (NFPA) hazard ratings are designed for use by emergency response personnel to address the hazards that are presented by short-term, acute exposure to a material under conditions of fire, spill, or similar emergencies. Hazard ratings are primarily based on the inherent physical and toxic properties of the material but also include the toxic properties of combustion or decomposition products that are known to be generated in significant quantities. Revision Changes: Section 1: Product name was modified. Copyright was modified. Section 5: Fire fighting procedures information was modified. Section 6: Release measures information was modified. Section 7; Storage information was modified. Section 13: EPA hazardous waste number (RCRA) information was modified. Section 2: Ingredient table was modified. Page Heading: Product name was modified. Section 15: EPCRA 313 information was modified. Section 12: Ecotoxicological phrase was added. Section 12; Chemical Fate phrase was added. DISCLAIMER: The information in this Material Safety Data Sheet (MSDS) is believed to be correct as of the date issued. 3M MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR COURSE OF PERFORMANCE OR USAGE OF TRADE. User is responsible for determining whether the 3M product is fit for a particular purpose and suitable for user's method of use or application. Given the variety of factors that can affect the use and application of a 3M product, some of which are uniquely within the user's knowledge and control, it is essential that the user evaluate the 3M product to determine whether it is fit for a particular purpose and suitable for user's method of use or application. 3M provides information in electronic form as a service to its customers. Due to the remote possibility that electronic transfer may have resulted in errors, omissions or alterations in this information, 3M makes no representations as to its completeness or accuracy. In addition, information obtained from a database may not be as current as the information in the MSDS available directly from 3M. 3M MSDSs are available at www.3M.com r ,Page 9 of 9 IN VISTA" INVISTA Page 1 Material Safety Data Sheet TETRAHYDROFURAN 2724CR Revised 27-JAN-2004 CHEMICAL PRODUCT/COMPANY IDENTIFICATION Material Identification CAS Number : 109-99-9 Formula : CH2CH2CH2CH20 Molecular Weight : 72.11 CAS Name : FURAN, TETRAHYDRO- Grade : TECHNICAL Tradenames and Synonyms THF TETRAMETHYLENE OXIDE DIETHYLENE OXIDE 1,4-EPOXYBUTANE OXOLANE OXACYCLOPENTANE FURAN, TETRAHYDRO- Company Identification MANUFACTURER/DISTRIBUTOR INVISTA Inc. 4417 Lancaster Pike Chestnut Run Plaza Walnut Run 722 Wilmington, De 19805 PHONE NUMBERS Product Information : 1-800-441-7515 (outside the U.S. 302-774-1000) Transport Emergency : CHEMTREC 1-800-424-9300(outside U.S. 703-527-3887) Medical Emergency : 1-800-441-3637 (outside the U.S. 302-774-1000) COMPOSITION/INFORMATION ON INGREDIENTS Components Material CAS Number % TETRAHYDROFURAN 109-99-9 100 INVISTA Page Material Safety Data Sheet HAZARDS IDENTIFICATION Potential Health Effects Inhalation of Tetrahydrofuran vapors may cause irritation of the respiratory passages, possibly with coughing and discomfort; temporary nervous system depression with anesthetic effects such as dizziness, headache, confusion, incoordination, and loss of consciousness; abnormal liver function as detected by laboratory tests; or nonspecific discomfort, such as nausea, headache, or weakness. Skin contact with Tetrahydrofuran may cause skin irritation with discomfort or rash from contact with the liquid- Evidence suggests that skin permeation can occur in amounts capable of producing the effects of systemic toxicity. Exposure to vapors of Tetrahydrofuran may cause eye irritation with tearing, pain or blurred vision. Contact with the liquid may cause severe irritation or burns. Damage may be permanent. Individuals with preexisting diseases of the lungs or liver may have increased susceptibility to the toxicity of excessive exposures. Carcinogenicity Information None of the components present in this material at concentrations equal to or greater than 0.1% are listed by IARC, NTP, OSHA or ACGIH as a carcinogen. FIRST AID MEASURES First Aid INHALATION If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Call a physician. SKIN CONTACT In case of contact, immediately flush skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Call a physician. Wash clothing before reuse . EYE CONTACT In case of contact, immediately flush eyes with plenty of water for at least 15 minutes. Call a physician. INGESTION If swallowed, do not induce vomiting. Immediately give two glasses of water or activated charcoal slurry. Call INVIETA Page Material Safety Data Sheet (FIRST AID MEASURES - Continued) a physician. Never give anything by mouth to an unconscious person. NOTE: To prepare activated charcoal slurry, suspend 50 grams activated charcoal in 400 mL water in plastic bottle and shake well. Give 5 mL/kg of body weight, or 350 mL for an average adult. FIRE FIGHTING MEASURES Flammable Properties Flash Point : -20 C (-4 F) Method i TCC Flammable limits in Air, % by Volume LEL : 2.0 UEL : 11.8 Autoignition : 321 C (610 F) Actual AIT's can be affected by the concentration of vapors and oxygen, vapor/air contact time, pressure, volume, catalytic impurities, etc. Process conditions should be analyzed to determine if the AIT may be higher or lower. Fire and Explosion Hazards: Extremely flammable,- OSHA Class IB flammable liquid. Five percent THF in water is flammable. Follow appropriate National Fire Protection Association (NFPA) codes. Vapors are heavier than air and may travel to a source of ignition. THF can form heat sensitive peroxide which may explode on concentration by distillation or drying. Do not distill or allow THF, or solutions containing THF, to dry if tests show more than 0.05% THF peroxide present. To avoid a possible explosion, THF should never be distilled to dryness, BHT antioxidant is added to THF to minimize peroxide formation unless specifically requested otherwise. Extinguishing Media Use Ansul "Purple K" potassium bicarbonate-base dry chemical or National "Aer-0-Foam" Universal alcohol resistant foam. Fire Fighting Instructions Evacuate affected area, stay upwind and avoid smoke and fumes. Use water spray to cool containers. If smoke and fumes cannot be avoided, wear self-contained breathing apparatus. 2724CR INVISTA Page Material Safety Data Sheet ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with clean-up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean-up. Accidental Release Measures Evacuate to fresh air and ventilate area before reentering. Self-contained breathing apparatus should be utilized when responding to spills or heavy fumes. Remove sources of heat sparks, flame, impact, friction, and electricity. Dike spill. Use water spray to disperse vapors or to flush liquid away from fire exposure. Prevent liquid from entering sewer waterways, or low areas. Comply with Federal, State, and local regulations. The Superfund reportable discharge is 1,000 Ibs. HANDLING AND STORAGE Handling (Personne1) Do not get in eyes. Avoid breathing vapors or mist. Avoid contact with skin and clothing. Wash thoroughly after handling. Storage Store in a cool place out of sun and away from heat, sparks, and flame. Keep containers tightly closed. Use drums on a first in, first out basis. 2724CR INVISTA • Page Material Safety Data Sheet EXPOSURE CONTROLS/PERSONAL PROTECTION Engineering Controls Good general ventilation should be provided to keep vapor concentrations below the flamrnability and exposure limits. Extremely flammable - keep away from ignition sources and clean up spills promptly. Personal Protective Equipment EYE/FACE PROTECTION Wear safety glasses with side shields. Wear coverall chemical splash goggles/face shield combination where the possibility exists for eye and face contact due to splashing or spraying of material. RESPIRATORS A NIOSH approved air purifying respirator with an organic vapor cartridge or canister may be permissible under certain circumstances where airborne concentrations are expected to exceed exposure limits. Protection provided by air purifying respirators is limited. Use a positive pressure air supplied respirator if there is any potential for an uncontrolled release, where exposure levels are not known, or in any other circumstances where air purifying respirators may not provide adequate protection. PROTECTIVE CLOTHING Where there is potential for skin contact, have available and wear as appropriate, impervious clothing such as gloves, apron, pants, jacket, hood and boots; or full chemical suit. Refer to vendor or published data for permeation times and durability to select clothing suitable for the application. Permeation data supplied by vendors for the 4H Glove (trn) indicate that the breakthrough time for tetrahydrofuran is >1440 minutes, however, to avoid tears and punctures in the glove it should only be used as a liner under a heavy duty glove that suits the application. # Exposure Guidelines INVISTA Material Safety Data Sheet Page Exposure Limits TETRAHYDROFURAN PEL (OSHA) TLV (ACGIH) AEL * 200 ppm, 590 mg/m3, 8 Hr. TWA 200 ppm, 590 mg/m3, 8 Hr. TWA STEL 250 ppm, 737 mg/m3 50 ppm, 8 & 12 Hr. TWA STEL 75 ppm, 15 minute TWA * AEL is DuPont's Acceptable Exposure Limit. Where governmentally imposed occupational exposure limits which are lower Chan the AEL are in effect, such limits shall take precedence. PHYSICAL AND CHEMICAL PROPERTIES Physical Data Boiling Point Vapor Pressure Vapor Density Melting Point Evaporation Rate Solubility in Water pH Odor Odor Threshold Form Color Specific Gravity 66 C (151 F) @ 760 mm Hg 160 mm Hg @ 25 C (77 F) 280 mm Hg @ 38 C (100 F) 2.5 (Air = 1) -108.5 C (-163.3 F) >1 (Butyl Acetate = 1} 100 WT% -7 (Aqueous solution) Ethereal 2-50 ppm Clear liquid Colorless 0.9 STABILITY AND REACTIVITY Chemical Stability Can form potentially explosive peroxides upon long exposure to air. Incompatibility with Other Materials Incompatible with strong oxidizers. Explosions have been reported with THF/borane and THF/thionylchloride mixtures. Decomposition May occur with heat if peroxides are present and concentrated by distillation or drying. Polymerization Can occur in presence of cationic initiators such as selected Lewis acids or strong proton acids. 2724CR INVISTA Page Material Safety Data Sheet TOXICOLOGICAL, INFORMATION Animal Data Tetrahydrofuran Oral LD50: 3.2 mL/kg (2842 mg/kg) in rats Inhalation LC50, 3 hr: 21,000 ppm in rats Animal testing indicates that Tetrahydrofuran is a moderate skin irritant, and a severe eye irritant. It is not a skin sensitizer in animals. Tetrahydrofuran rapidly penetrated the skin of rats and rabbits resulting in fatalities. Ingestion of Tetrahydrofuran caused decreased food and water consumption, and body weights, and increases in kidney weights. Repeated exposures produced no functional or pathological changes in the liver or kidneys of animals that ingested approximately 888 mg/kg/day. Inhalation exposures of animals to 100-200 ppm of Tetrahydrofuran vapors caused slight local irritation of the eyes and upper respiratory tract. Exposures to concentrations greater than 5000 ppm resulted in marked local irritation symptoms, including nasal bleeding and corneal opacity, clonic muscle spasms, anesthesia at near lethal levels, and coma. Repeated exposure produced irritation of the eye, skin and respiratory system at concentrations of approximately 100-400 ppm. At concentrations of 3000 ppm and greater damage to the respiratory system was observed. Liver function was affected in animals exposed to 1000 ppm. Higher doses caused transient sedation. Clinical chemistry and hematological changes, microscopic and functional changes of the liver, thickening of the lining of the forestomach, and microscopic changes of the adrenal cortex and uterus have also been reported. Slight damage to the upper respiratory tract occurred in rats exposed to 200 ppm for 12-24 weeks; severe damage to the upper respiratory tract resulted from exposure to 1000 ppm from the same study. In a different study, cats, rabbits, and dogs exposed to 1000 ppm for one year demonstrated no signs of toxicity. When compared to control animals, no significant differences were observed in mice exposed 3000 ppm. Data show carcinogenic activity in the liver and kidneys of laboratory animals. The kidney tumors were by a mechanism that has no relevance in humans. Animal data show developmental effects only at exposure levels producing other toxic effects in the adult animal. Animal testing for reproductive effects shows no change in reproductive performance. Tetrahydrofuran has not produced genetic damage in bacterial or mammalian cell cultures or in animals. It has not been tested for its ability to cause permanent genetic damage in reproductive cells of mammals (not tested for heritable genetic damage). 2 7 2 4 CR INVISTA Material Safety Data Sheet Page ECOLOGICAL INFORMATION Ecotoxicological Information Aquatic Toxicity 96-hour LC50, fathead minnows: 2,160 mg/L DISPOSAL CONSIDERATIONS Waste Disposal Cleaned-up material is an RCRA Hazardous Waste. Treatment, storage, transportation and disposal must be in accordance with applicable Federal, State, and local regulations. If permits allow, may be incinerated. TRANSPORTATION INFORMATION Shipping Information DOT Proper Shipping Name Hazard Class I.D. No. (UN/NA) DOT Label(s) Packing Group IMO Proper Shipping Name Hazard Class UN No. Packing Group IMO Label Shipping Containers Tank Cars Tank Trucks ISO Containers 55-gallon Steel Drums Reportable Quantity TETRAHYDROFURAN 3 2056 FLAMMABLE LIQUID II TETRAHYDROFURAN 3 .1 2056 II FLAMMABLE LIQUID 1,000 lbs/454 kg 2724CR INVISTA Page Material Safety Data Sheet REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status : Reported/Included- TITLE III HAZARD CLASSIFICATIONS SECTIONS 311, 312 Acute : Yes Chronic : No Fire : Yes Reactivity : Yes Pressure : No LISTS: SARA Extremely Hazardous Substance -No CERCLA Hazardous Material -Yes SARA Toxic Chemicals -No TETRAHYDROFURAN is a flammable liquid as defined by OSHA in 29 CFR 1910.1200 (c) . Use of this product may require compliance with 29 CFR 1910.119, Process Safety Management of Highly Hazardous Chemicals. Canadian Regulations CLASS D Division 2 Subdivision B - Toxic Material. Skin or Eye Irritant. CLASS B Division 2 - Flammable Liquid. OTHER INFORMATION NFPA, NPCA-HMIS NFPA Rating Health : 2 Flammability : 3 Reactivity : 1 ' NPCA-HMIS Rating Health : 3 Flammability : 3 Reactivity : 1 Personal Protection rating to be supplied by user depending on use conditions. Additional Information For further information, see Tetrahydrofuran Data Sheet and Properties, Uses, Storage, and Handling Bulletin. INVISTA Page 10 Material Safety Data Sheet (Continued} The data in this Material Safety Data Sheet relates only to the specific material designated herein and does not relate to use in combination with any other material or in any process. Responsibility for MSDS : IWVISTA MSDS Coordinator Address : DuPont Building Room 6054-A Wilmington, DE 19898 Telephone : 302-773-0904 End of MSDS Registered Trademarks LYCRA, Stainmaster, Antron, Comforel, Coolmax, Cordura, Supplex, Tactel, Teflon, Thermolite, Adi-Pure, C12 Corfree, DBE, Dytek, NYCO, SolarMax, Elaspan, and Terathane are Registered Trademarks of their respective companies. DOW CORNING DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 1205 PRIME COAT Page: 1 of 1. IDENTIFICATION OF THE SUBSTANCE AND OF THE COMPANY Dow Corning Corporation South Saginaw Road Midland, Michigan 48686 24 Hour Emergency Telephone: (989) 496-5900 Customer Service: (989)496-6000 Product Disposal Information: (989)496-6315 CHEMTREC: (800)424-9300 MSDS No.: 01215558 Revision Date: 2002/01/18 Generic Description: Mixture of inorganic and organic compounds Physical Form: Liquid Color: Colorless Odor; Aromatic odor NFPA Profile: Health 2 Flammability 3 Instability/Reactivity 0 Note: NFPA - National Fire Protection Association 2. OSHA HAZARDOUS COMPONENTS CAS Number Wt % Component Name 108-88-3 40.0-70.0 Toluene 107-98-2 40.0 - 70.0 Propylene glycol methyl ether 112-07-2 15.0 - 40.0 Butyl glycol acetate 1760-24-3 0.1 -1.0 Aminoethylaminopropyltrimethoxysilane 1589-47-5 0.1 -1.0 2-Methoxypropanol None 0.1 -1.0 Methoxysilane The above components are hazardous as defined in 29 CFR 1910.1200. 3. EFFECTS OF OVEREXPOSURE Acute Effects Eye: Skin: Inhalation: Oral: Direct contact may cause severe irritation. No significant irritation expected from a single short-term exposure. Vapor and/or mist may irritate nose and throat. Overexposure by inhalation may cause drowsiness, dizziness, confusion or loss of coordination. Aspiration of liquid while vomiting may injure lungs seriously. Low ingestion hazard in normal use. Prolonged/Repeated Exposure Effects DOW CORNING DOW CORNING CORPORATION Material Safety Data Sheet Page: 2 of E DOW COR:NING(R) 1205 PRIME COAT Skin: Repeated or prolonged contact may cause defatting and drying of skin which may result in skin irritation and dermatitis. Inhalation: Overexposure by inhalation may injure the following organ(s):Blood. Liver. Kidneys. Nervous system. Oral: Repeated ingestion or swallowing large amounts may injure internally. Signs and Symptoms of Overexposure No known applicable information. MedJcaJ .Conditions Aggravated by Exposure No known applicable information. The above listed potential effects of Overexposure are based on actual data, results of studies performed upon similar compositions, component data and/or expert review of the product. Please refer to Section 11 for the detailed toxicology information. 4. FIRST AID MEASURES Eye: Immediately flush with water for 15 minutes. Get medical attention. Skin: Remove from skin and wash thoroughly with soap and water or waterless cleanser. Get medical attention if irritation or other ill effects develop or persist. Inhalation: Remove to fresh air. Get medical attention if ill effects persist. Oral: Get immediate medical attention. Only induce vomiting at the instructions of a physician. Never give anything by mouth to an unconscious person. Comments: Treat according to person's condition and specifics of exposure. 5. FIRE FIGHTING MEASURES Flash Point: 55 °F /12.8 °C (Pensky-Martens Closed Cup) Autoignition Not determined. Temperature: Flammability Limits in Air: Not determined. Extinguishing Media: On large fires use dry chemical, foam or water spray. On small fires use carbon dioxide (CO2), dry chemical or water spray. Water can be used to cool fire exposed containers. Fire Fighting Measures: Self-contained breathing apparatus and protective clothing should be worn in fighting large fires involving chemicals. Determine the need to evacuate or isolate the area according to your local emergency plan. Use water spray to keep fire exposed containers cool. DOWCORNING DOW CORNING CORPORATION Material Safety Data Sheet Page: 3 of DOW CORNING(R) 1205 PRIME COAT Unusual Fire Hazards:Vapors are heavier than air and may travel to a source of ignition and flash back. Static electricity will accumulate and may ignite vapors. Prevent a possible fire hazard by bonding and grounding or inert gas purge. Hazard_qus...Decomposition Products Thermal breakdown of this product during fire or very high heat conditions may evolve the following hazardous decomposition products: Carbon oxides and traces of incompletely burned carbon compounds. Nitrogen oxides. Silicon dioxide. Hydrogen. Formaldehyde. 6. ACCIDENTAL RELEASE MEASURES Containment/Clean up: Remove possible ignition sources. Determine whether to evacuate or isolate the area according to your local emergency plan. Observe all personal protection equipment recommendations described in Sections 5 and 8. For large spills, provide diking or other appropriate containment to keep material from spreading. If diked material can be pumped, store recovered material in appropriate container. Clean up remaining materials from spill with suitable absorbant. Clean area as appropriate since some silicone materials, even in small quantities, may present a slip hazard. Final cleaning may require use of steam, solvents or detergents. Dispose of saturated absorbant or cleaning materials appropriately, since spontaneous heating may occur. Local, state and federal laws and regulations may apply to releases and disposal of this material, as well as those materials and items employed in the cleanup of releases. You will need to determine which federal, state and local laws and regulations are applicable. Sections 13 and 15 of this MSDS provide information regarding certain federal and state requirements. Note: See section 8 for Personal Protective Equipment for Spills. Call Dow Corning Corporation, (989) 496-5900, if additional information is required __ _^__^____ 7. HANDLING AND STORAGE Use with adequate ventilation. Avoid eye contact. Avoid skin contact. Avoid breathing vapor, mist, dust, or fumes. Keep container closed. Do not take internally. Keep container closed and store away from water or moisture. Static electricity will accumulate and may ignite vapors. Prevent a possible fire hazard by bonding and grounding or inert gas purge. Keep container closed and away from heat, sparks, and flame. 8. EXPOSURE CONTROLS / PERSONAL PROTECTION Cornponentjixposure Limits CAS Number Component Name 107-98-2 Propylene glycol methyl ether 108-88-3 Toluene Exposure Limits ACGIH TLV: TWA 100 ppm, STEL 150 ppm. OSHA PEL (final rule): 8-Hour TWA 200 ppm, Ceiling 300 ppm, 10 minutes maximum duration 500 ppm. ACGIH TLV-skin: TWA 50 ppm. 1760-24-3 Aminoethylaminopropyltrimethoxysilane See methyl alcohol comments. DOW CORNING DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 1205 PRIME COAT Page: 4 of 9 None Methoxysilane Engineering Controls See methyl alcohol comments. Local Ventilation: General Ventilation: Recommended. Recommended. Personal Protective Equipment for Routine Handling Eyes: Skin: Suitable Gloves: Inhalation: Suitable Respirator: Use chemical worker's goggles. Wash at mealtime and end of shift. Contaminated clothing and shoes should be removed as soon as practical and thoroughly cleaned before reuse. Chemical protective gloves are recommended. Teflon(R). Polyvlnylalcohol. Silver Shield(R). Viton(R). 4H(R). Use respiratory protection unless adequate local exhaust ventilation is provided or air sampling data show exposures are within recommended exposure guidelines. Industrial Hygiene Personnel can assist in judging the adequacy of existing engineering controls. General and local exhaust ventilation is recommended to maintain vapor exposures below recommended limits. Where concentrations are above recommended limits as determined by air sampling or are unknown, appropriate respiratory protection should be worn. Follow OSHA Respirator Regulations (29 CFR 1910.134) and use NIOSH/MSHA approved respirators. Personal Protective Equipment for Spills Eyes: Skin: Inhalation/Suitable Respirator: Use full face respirator. Wash at mealtime and end of shift. Contaminated clothing and shoes should be removed as soon as practical and thoroughly cleaned before reuse. Chemical protective gloves are recommended. Respiratory protection recommended. Follow OSHA Respirator Regulations (29 CFR 1910.134) and use NIOSH/MHSA approved respirators. Protection provided by air purifying respirators against exposure to any hazardous chemical is limited. Use a positive pressure air supplied respirator if there is any potential for uncontrolled release, exposure levels are unknown, or any other circumstance where air purifying respirators may not provide adequate protection. Precautionary Measures: Avoid eye contact. Avoid skin contact. Avoid breathing vapor, mist, dust, or fumes. Keep container closed. Do not take internally. Use reasonable care. Note: These precautions are for room temperature handling. Use at elevated temperature or aerosol/spray applications may require added precautions. 9. PHYSICAL AND CHEMICAL PROPERTIES Physical Form: Color: Liquid Colorless DOWCORNING DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 1205 PRIME COAT Page: 5 of Odor: Specific Gravity @ 25°C: Viscosity: Freezing/Melting Point: Boiling Point: Vapor Pressure @ 25"C: Vapor Density: Solubility in Water: pH: Volatile Content: Aromatic odor 0.9 2cSt Not determined. > 35C/95F Not determined. Not determined. Not determined. Not determined. Not determined. Note: The above information is not intended for use in preparing product specifications. Contact Dow Corning before writing specifications. 10. STABILITY AND REACTIVITY Chemical Stability; Hazardous Polymerization: Conditions to Avoid: Materials to Avoid: Stable. Hazardous polymerization will not occur. None. Oxidizing material can cause a reaction. 11. TOXICOLOGICAL INFORMATION Component Toxicology Information Toxicology studies with laboratory animals and occupational evaluations with humans have found limited evidence of birth defects, low birth weights and delayed growth in offspring resulting from repeated exposures to toluene during pregnancy. Special Hazard Information on Components Reproductive Effects CAS Number Wt % Component Name 108-88-3 40.0 - 70.0 Toluene Evidence of reproductive effects in humans. 12. ECOLOGICAL INFORMATION Environmental Fate and Distribution Complete information is not yet available. Environmental Effects Complete information is not yet available. DOWCORNING DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 1205 PRIME COAT Page: 6 of Fate and Effects In Waste Water Treatment Plants Complete information is not yet available. Ecotoxicity Classification Criteria Hazard Parameters (LC50 or EC50) Acute Aquatic Toxicity (mg/L) Acute Terrestrial Toxicity High <=1 <=100 Medium >1 and <=100 >100 and <= 2000 Low >100 >2000 This table is adapted from "Environmental Toxicology and Risk Assessment", ASTM STP 1179, p.34, 1993. This table can be used to classify the ecotoxicity of this product when ecotoxicity data is listed above. Please read the other information presented in the section concerning the overall ecological safety of this material. 13. DISPOSAL CONSIDERATIONS RCRA Hazard Class (40 CFR 261) When a decision is made to discard this material, as received, is it classified as a hazardous waste? Yes Characteristic Waste: Ignitable: D001 D018 TCLP: State or local laws may impose additional reguiatory requirements regarding disposal. Call Dow Corning Corporate Environmental Management, (989) 496-6315, if additional information is required. 14. TRANSPORT INFORMATION DOT Road Shipment Information (49 CFR 172.101) Proper Shipping Name: FLAMMABLE LIQUID, N.O.S. Hazard Technical Name: TOLUENE/GLYCOL ETHER Hazard Class: 3 UN/NA Number: UN1993 Packing Group: II Hazard Label(s): FLAMMABLE LIQUID LABEL Ocean Shipment flMDG) Proper Shipping Name: FLAMMABLE LIQUID, N.O.S. Hazard Technical Name: TOLUENE/GLYCOL ETHER Hazard Class: 3 UN Number: 1993 DOWCORNING DOW CORNING CORPORATION Material Safety Data Sheet Page: 7 of 9 DOW CORNING(R) 1205 PRIME COAT FLAMMABLE LIQUID Not Applicable Packing Group: Hazard Labe!{s): Marine Pollutant: Air Shipment OAT A) Proper Shipping Name: FLAMMABLE LIQUID, N.O.S. Hazard Technical Name: TOLUENE/GLYCOL ETHER Hazard Class: 3 UN Number: 1993 Packing Group: II Hazard Label(s): FLAMMABLE LIQUID Call Dow Corning Transportation. (989) 496-8577, if additional information is required. 15. REGULATORY INFORMATION Contents of this MSDS comply with the OSHA Hazard Communication Standard 29 CFR 1910.1200. TSCA Status: All chemical substances in this material are included on or exempted from listing on the TSCA Inventory of Chemical Substances. EPA SARA Title 111 Chemical Listings Section 302 Extremely Hazardous Substances: None. Section 304 CERCLA Hazardous Substances: CAS Number Wt % Component Name 108-88-3 40.0 Toluene Section 312 Hazard Class: Acute: Yes Chronic: Yes Fire: Yes Pressure: No Reactive: No Section 313 Toxic Chemicals: CAS Number Wt % Component Name 108-88-3 40.0 Toluene DOWCORNING DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 1205 PRIME COAT Page: 8 of 112-07-2 15.0 Butyl glycol acetate Supplemental State Compliance Information California Warning: This product contains the following chemical(s} listed by the State of California under the Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) as being known to cause cancer, birth defects or other reproductive harm. CAS Number Wt % Component Name 108-88-3 40.0 - 70.0 Toluene Developmental toxin. Massachusetts CAS Number Wt %Component Name 107-98-2 40.0 - 70.0 Propylene glycol methyl ether 108-88-3 40.0 - 70.0 Toluene New Jersey CAS Number Wt% Component Name 107-98-2 40.0 - 70.0 Propylene glycol methyl ether 108-88-3 40.0 - 70.0 Toluene 112-07-2 15.0 - 40.0 Butyl glycol acetate 25036-25-3 3.0 - 7.0 Epoxy resin Pennsylvania CAS Number Wt % Component Name 107-98-2 40.0 - 70.0 Propylene glycol methyl ether 108-88-3 40.0 - 70.0 Toluene 112-07-2 15.0 - 40.0 Butyl glycol acetate 25036-25-3 3.0 - 7.0 Epoxy resin DOWCORNING DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 1205 PRIME COAT Page: 9 of 9 16. OTHER INFORMATION Prepared by: Dow Corning Corporation These data are offered in good faith as typical values and not as product specifications. No warranty, either expressed or implied, is hereby made. The recommended industrial hygiene and safe handling procedures are believed to be generally applicable. However, each user should review these recommendations in the specific context of the intended use and determine whether they are appropriate. (R) indicates Registered Trademark FORMAT: USA PRODUCT: PSA529 MATERIAL SAFETY DATA SHEET SILICONS RESIN IN TOLUENE 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MANUFACTURED BY; GE SILICONES 260 HUDSON RIVER ROAD WATERFORD, NY 12188 SUPPLIED BY: GE SILICONES 260 HUDSON RIVER ROAD WATERFORD, NY 12188 r EMERGENCY PHONE (24 HRS) (518) 237-3330 EMERGENCY PHONE (24 HRS) (518) 237-3330 REVISED: 05/29/01 PREPARER: CE HAHNIGAN CHEMICAL FAMILY/USE: SILICONE ADHESIVE FORMULA: MIXTURE 2. COMPOSITION/INFORMATION ON INGREDIENTS r r r r PRODUCT COMPOSITION/ APPROX. ACGIH TLV OSKA PEL CAS REG NO. WGT. % TWA STEL TWA STEL UNITS HAZARDOUS BENZENE 71-43-2 <.045 0.5 2.5 1 5 PPM TOLUENE 108-8B-3 30-50 50 (SKIN) 100 150 PPM OCTAMETHYLCYCLOTETRASILOXANE 556-67-2 1-5 5 PPM NE GE REC NE GUIDE 2. NON-HAZARDOUS COPYRIGHT GENERAL ELECTRIC CO.page: 1 r SILOXANES & SILICONES, DIMETHYL- HYDRQXY-TERMIEJATED, RXN PRQDUCTS- W/ CHLOROTRIMETHYLSTLANE, HYDRO- CHLORIC ACID, ISOPROPANOL AHD- SODIUM SILICATE 58440-70-0 30-60 NE NA NE NA NA See Section IS for description o£ any WHMIS Trade Secret(s) HAZARDS IDENTIFICATION EMERGENCY OVERVIEW: WARNING! Irritating to skin, eyes, and respiratory tract. Harmful if swallowed, inhaled, or absorbed through skin. s May cause adverse liver, kidney, and CNS effects. FlaTnrnable liquid and vapor. May cause adverse reproductive effects. May cause adverse cardiac effects. Adverse liver and reproductive effects reported in animals. Aromatic odor Clear liquid POTENTIAL HEALTH EFFECTS: INGESTION: Harmful if swallowed. May cause kidney damage. May cause pneumonitis as a result of aspiration. May cause gastrointestinal irritation, nausea, vomiting, and diarrhea. May cause metallic taste in mouth. May also cause effects as listed under "Inhalation". SKIN CONTACT: Harmful if absorbed through the skin. COPYRIGHT GENERAL ELECTRIC CO. page: 2 I May cause skin defatting with prolonged exposure. i Skin contact may cause irritation. Repeated or prolonged exposure may cause dermatitis f—(inflammation and rash), INHALATION: Harmful if inhaled. f—: Acute inhalation of toluene vapors may cause respiratory tract irritation and adverse central nervous system effects, _ including dizziness, nausea, weakness, headache, confusion, drowsiness, and impaired reactions. Repeated or prolonged exposure may cause irritation, vomiting, nosebleeds, chest f~ pains, vertigo, loss of appetite, loss of memory, loss of I coordination, ringing in the eats, alcohol intolerance, and abnormal bleeding. Bone marrow hyperplasia and leukopenia have been reported, but may be due to benzene contamination. . Additional effects include adverse blood system effects, cardiac sensitization and cardiac arrest due to ventricular r*j fibrillation, irreversible nerve damage, kidney damage, chromosomal changes, and menstrual disorders. Adverse reproductive effects have also been reported in animals.H* - EYE CONTACT: MAY CAUSE EYE BURNS ^- Irritation with redness, swelling, pain, and tearing. ; MEDICAL CONDITIONS AGGRAVATED: Respiratory disorders. r"* Central nervous system disorders. [ Cardiovascular disorders. Pre-existing liver or kidney disorders. r**I Skin disorders. 1" SUBCHRONIC (TARGET ORGAN) EFFECTS: Dermatitis. Respiratory ailments. Central nervous system damage. Liver and kidney damage. Reproductive disorders. Bone marrow and hematopoietic (blood forming) system Cardiovascular effects. COPYRIGHT GENERAL ELECTRIC CO. page: 3 r r CHRONIC EFFECTS/CARCINOGENICITY: This product or one of its ingredients present 0,1% or more is NOT listed as a carcinogen or suspected carcinogen by NTP, IARC, or OSHA. PRODUCTS/INGREDIENTS TJiis space reserved for special use. PRINCIPLE ROUTES OP EXPOSURE: Oral . Dermal - skin. Eyes . Inhalation. OTHER: The metabolism of other solvents may be inhibited resulting in a potentiation of toxic effects of those chemicals. Uptake is directly proportional to the amount of body fat. Blood levels may be cumulative when exposure is extended. Octamethylcyclotetrasiloxane Ingestion: Rodents given large doses via oral gavage of octamethylcyclotetrasiloxane (1500 mg/kg day, 14 days) developed increased liver weights relative to unexposed control animals due to hepatocellular hyperplasia {increased number of liver cells which appeared normal) as well as hypertrophy (increased cell size). Inhalation: In inhalation studies, laboratory rodents exposed to octamethylcyclotetrasiloxane (300 ppm five days week, 90 days) developed increased liver weights in female animals relative to unexposed control animals. When the exposure was stopped, liver weights returned to normal. Microscopic exami- nation of the liver cells did not show any evi- dence of pathology. Inhalation studies utilizing laboratory rabbits and guinea pigs showed no effects on liver weights, inhalation exposures typical of industrial usage (5-10 ppm) showed no toxic effects in rodents. COPYRIGHT GENERAL ELECTRIC CO. page: 4 r Range finding reproductive studies were conducted (whole body inhalation, 70 days prior to mating, through mating, gestation and lactation) with octarnethylcyclotetrasiloxane [D4) . Rats were exposed to 70 and 700 ppm. In the 700 ppm group, there was a statistically significant reduction in mean litter size and in implantation sites. No D4 related clinical signs were observed in the pups and no exposure related pathological findings were found. Interim results from a two generation reproductive study in rats exposed to 500 and 700 ppm D4 (whole body inhalation, 70 days prior to mating, through mating, gestation and lactation) resulted in a statically significant decrease in live mean litter size as well as extended periods of off- spring delivery (dystocia). These results were not observed at the 70 and 300 ppm dosing levels. Preliminary results from an ongoing 24-month combined chronic/ongogenicity study in rats exposed to 10, 30, 150, or 700 PPM D4 showed test-article related effects in the kidney (male and female) and uterus of rats exposed for 12 to 24 months. These effects include increased kidney weight and severity of chronic nephropathy, increased uterine weight, increased incidence of endometrial cell hyperplasia, and an increased incidence of endometrial adenomas. All of these effects were limited to the 700 PPM exposure group. The relevance of these data to humans is unclear. Further studies are ongoing. In developmental toxicity studies, rats and rabbits COPYRIGHT GENERAL ELECTRIC CO. page: 5 were exposed to octamethylcyclotetrasiloxane at concentrations up to 700 ppm and 500 ppm respectively. No teratogertic effects (birth defects) were observed in either study. This product contains methylpolysiloxanes which can generate formaldehyde at approximately 300 degrees Fahrenheit (ISO'C) and above, in atmospheres which contain oxygen. Formaldehyde is a skin and respiratory sensitizer, eye and throat irritant, acute toxicant, and potential cancer hazard. An MSDS for formaldehyde is available from GE Silicones. Alcohol may enhance toxic effects. FIRST AID MEASURES 1" INGESTION: Do not induce vomiting. Slowly dilute with 1-2 glasses of water or milk and seek medical attention. Never give any- thing by mouth to an unconscious person. SKIN: Remove contaminated clothing and launder before reuse, wash with soap and water. Get medical attention if irritation persists, INHALATION: If inhaled, remove to fresh air. If not breathing give artificial respiration using a barrier device. If breathing is difficult give oxygen. Get medical attention. EVES: In case of contact, immediately flush eyes with plenty of water for at least IS minutes and get medical attention if irritation persists. NOTE TO PHYSICIAN: COPYRIGHT GENERAL ELECTRIC CO. page: S r Aspiration may cause severe lung damage. Evacuate stomach in a way which avoids aspiration. Contains toluene. Alcohol may enhance toxic effects . Stimulants such as epinephrine may induce ventricular fibrillation. The metabolism of other solvents may be inhibited resulting in a potentiation of toxic effects of those chemicals. Uptake is directly proportional to the amount of body fat. Blood levels may be cumulative when exposure is extended. 5. FIRE FIGHTING MEASURES FLASH POINT; 1.6 (C) 35 (F) • • ' METHOD : TCC. IGNITION TEMP : 535 (C) 997 (F) I FLAMMABLE LIMITS IN AIR - LOWER (%}: 1.2 I FLAMMABLE LIMITS IN AIR - UPPER (%): 7.0 .. SENSITIVITY TO MECHANICAL IMPACT (Y/N): NO SENSITIVITY TO STATIC DISCHARGE: Sensitivity to static discharge is expected; material has a P* flash point below 200 F. ! EXTINGUISHING MEDIA: Carbon dioxiderDry chemical Foam Water mist SPECIAL FIREFIGHTING PROCEDURES: Flammable. __ Firefighters must wear NIOSH/MSHA approved positive pressure I self-contained breathing apparatus with full face mask and full protective clothing. COPYRIGHT GENERAL ELECTRIC CO, page: 7 r r ACCIDENTAL RELEASE MEASURES ACTION TO BE TAKEN IP MATERIAL IS RELEASED OR SPILLED: Wear proper protective equipment as specified in the protective equipment section. Remove sources of ignition. Warn other workers of spill. Increase area ventilation. Person not trained should evacuate area. Wipe, scrape, or soak up in an inert material and put in a container intended for flammable materials for disposal. HANDLING AND STORAGE PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE-. Use ground strap and appropriate precautions for dispensing flammable liquids. Recommended atorage in original container below 30'C (85'F). Keep container closed when not in use. Avoid breathing vapors. Avoid contact with skin and eyes. Use only in a well ventilated area. Avoid accidental ingeation of this material. Wash hands and face before eating, drinking, smoking, using toilet facilities, or applying cosmetics. Keep away from children. COPYRIGHT GENERAL ELECTRIC CO. page: 8 r r r r EXPOSURE CONTROLS/PERSONAL PROTECTION ENGINEERING CONTROLS: Showers and eyewash stations. See "Ventilation" below. RESPIRATORY PROTECTION: If exposure limits are exceeded or respiratory irritation is experienced, NIOSH/MSHA approved respiratory protection should be worn. A NIOSH/MSHA approved respirator with an organic vapor cartridge is generally acceptable. Supplied air respirators may be required for high vapor concentrations. Respiratory protection must be provided in accordance with OSHA regulations (see 29 CFR 1910.134). PROTECTIVE GLOVES: Rubber gloves. EYE AND FACE PROTECTION: Monogoggles. Safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Rubber apron. VENTILATION: Ventilation and other forms of engineering controls are preferred for controlling exposures. Respiratory protection may be needed for non-routine or emergency situations. 9. PHYSICAL AND CHEMICAL PROPERTIES PRODUCT INFORMATION: BOILING POINT : 111 (C) 232 (F) VAPOR PRESSURE(20 C)(MM HG): 22 COPYRIGHT GSHERAL ELECTRIC CO. page: 9 VAPOR DENSITY (AIR=1) -. 3.2 FREEZING POINT : NA (C) NA MELTING POINT : NA (C) NA PHYSICAL STATE ; LIQUID ODOR : AROMATIC COLOR i CLEAR ODOR THRESHOLD (PPM) : 2.14 % VOLATILE BY VOLUME : 45 EVAP. RATE(BUTYL ACETATE^l): 1.9 SPECIFIC GRAVITY (WATER=1) : .99 DENSITY (KG/M3) : 982-6 ACID/ALKALINITY (MEQ/G) : =15 PPM PH : UNKNOWN VOC EXCL.H2O & EXEMPTS(G/L): 435 SOLUBILITY IN WATER (20 C) : NEGLIGIBLE SOLUBILITY IN ORGANIC SOLVENT (STATE SOLVENT): (P) (F) SOLUBLE, TOLUENE 10.STABILITY AND REACTIVITY STABILITY: STABLE HAZARDOUS POLYMERIZATION: WILL NOT OCCUR HAZARDOUS THERMAL DECOMPOSITION/COMBUSTION PRODUCTS: Carbon monoxide. Carbon dioxide. Silicon dioxide. Formaldehyde. INCOMPATIBILITY (MATERIALS TO AVOID): Contact with oxidizing agents. CONDITIONS TO AVOID: Keep away from heat, sparks and flame. Avoid any source of ignition. COPYRIGHT GENERAL ELECTRIC CO.page: 10 r r TOXICOLOGICAL INFORMATION BENZENE ACUTE ORAL LD50 (MG/KGJ : 3,800 (RAT) ACUTE DERMAL LD50 (MG/KG): NONE POUND ACUTE INHALATION LC50 (MG/L): 10,000 PPM/THR(RAT) OTHER: Tested for scuts oral LDSO and LC50. AMES TEST: UNKNOWN TOLUENE ACUTE ORAL LDSO (MG/KG): 5000 (RAT) ACUTE DERMAL LDSO (MG/KG): 14,000 (RBT) ACUTE INHALATION LCSO (MG/L): 5320 PPM /8HR(MUS) OTHER: Tested for acute oral, dermal and inhalation. AMES TEST: UNKNOWN OCTAMETHYLCYCLOTETRASILOXANE ACUTE ORAL LDSO (MG/KG): >64,000 (RAT) ACUTE DERMAL LDSO {MG/KG): >16,000 (RBT) ACUTE INHALATION LCSO (MG/L): >41MG/L/6HR(RAT) OTHER: Non-irritating to the skin (human). AMES TEST: SILOXANES £ SILICONES, DIMETHYL- ACUTE ORAL LDSO {MG/KG): UNKNOWN ACUTE DERMAL LDSO (MG/KG): UKKNOWN ACUTE INHALATION LCSO (MG/L)s UNKNOWN OTHER: None. COPYRIGHT GENERAL ELECTRIC CO. page: 11 AMES TEST: ECOLOGICAL INFORMATION ECOTOXZOOLOGICAL INFORMATION: No data at this time CHEMICAL FATE INFORMATION: No data at this time 13. DISPOSAL CONSIDERATIONS DISPOSAL METHOD: Disposal should be made in accordance with federal, state and local regulations. Incineration recommended in approved incinerator according to federal, state, and local regulations. TRANSPORT INFORMATION DOT SHIPPING NAME: RESIN SOLUTION DOT HAZARD CLASS: 3 DOT LABEL(S): FLAMMABLE LIQUID UN/NA NUMBER: UN1866 PLACARDS: FLAMMABLE LIQUID IATA: RESIN SOLUTION, 3, UNI866, II, RQ-1000 lb/454 kg (Toluene). COPYRIGHT GENERAL ELECTRIC CO. . page: 12 r ) IMO IMDG-code; 3 EMS No: EmS. Ho.3-05 P* EUROPEAN CLASS: ', RID (OCTI) : 3 ADR (ECE) : 3,2301,1A FLAMMABLEr~RAR (TATA): 3 REGULATORY INFORMATION f~ SARA SECTION 302: ( None Pound SARA (311,312) HAZARD CLASS: f" ACUTE HEALTH HAZARDi i CHRONIC HEALTH HAZARD FIRE HAZARD I SARA (313) CHEMICALS: THIS PRODUCT CONTAINS TOXIC CHEMICAL(S) LISTED BELOW WHICH IS(ARE) SUBJECT TO THE REPORTING REQUIREMENTS OP SECTION 313 ; OF TITLE III OF THE SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT OF 1986 AND 40 CFR PART 372. r- - - --t [ TOLUENE 108-88-3 f™ CPSC CLASSIFICATION: FLAMMABLE LIQUID I WHMIS HAZARD CLASS; B2 FLAMMABLE LIQUIDS ] D2A VERY TOXIC MATERIALS D2B TOXIC MATERIALS 1" WHMIS TRADE SECRET;r^ t None EXPORT: p* SCHDLE B/HTSUS: 3910.00 Silicones in Primary Form j s COPYRIGHT GENERAL ELECTRIC CO. pager 13 r ECCN: EAR99 HAZARD RATING SYSTEMS HMIS FLAMMABILITY 3 , REACTIVITY 0 , HEALTH 2 NFPA HEALTH = 2, FLAMMABILITY = 3, REACTIVITY = 0 CALIFORNIA PROPOSITION 65: THIS PRODUCT CONTAINS CALIFORNIA PROPOSITION 65 CHEMICALS WHICH ARE LISTED BELOW: BENZENE (71-43-2) TOLUENE (108-88-3) 16. OTHER INFORMATION This product or its components are on the European inventory of existing commercial chemicals (EINECS) These data are offered in good faith as typical values and not as product specifications. No warranty, either expressed or implied, is made. The recommended industrial hygiene and safe handling procedures are believed to be generally applicable. However, each user should review these recommendations in the specific context of the intended use and determine whether they are appropriate. This product or its components are on. the Australian inventory (ACOIN} C - ceiling limit NEGL - negligible EST- estimated NF = none found NA =• not applicable UNKN = unknown NE - none established REC - recommended ND * none determined V « recomm. By vendor COPYRIGHT GENERAL ELECTRIC CO. page: 14 ! By-product = reaction by- SKN = skin product, TSCA inventory TS = trade secret status not required under R = recommendedr-40 CFR part 720.30(h-2) MST = mist i STEL = short term exposure NT - not tested limitr^ California Proposition 65; pn. WARNING! This product contains a chemical known to the State of California to cause cancer, birth defects, or other reproductive harm. f~* Additional technical guidance for NYS bulk storage i Some NYS bulk storage requirements are covered in previous f"J sections. i - This product contains flammable/combustible solvents. p i - Materials of construction/compatibility Material is commonly stored in closed stainless steel or ^~: glass lined steel piping and storage tanks (at ambient temperature). Any other materials such as reinforce fiber- f~- glass, plastic and etc. must be tested for compatibility be- fore use. Consult supplier for materials for gaskets, packing, etc. f~ !; - Condition for safe storage Bulk storage design factors to consider are venting, r-diking, separation distances between tanks and other i structures. Storage requirements should be determined through consultation with qualified design and firer~ ', protection engineers and fire insurance carriers. Technical guidance may be found in pamphlet NFPA 30 or f— factory mutual handbook of industrial loss prevention. ! Recommended tank design: For pressure vessels, see American . Society of Mechanical Engineers (ASM51 code, section VIII, 50 ^ PSIG minimum pressure and full vacuum. For atmospheric tanks, COPYRIGHT GENERAL ELECTRIC CO. page: 15 r r see APT 2000 for design requirements. Relief Valves: Flammable and Combustible Liquids code, NFPA Nos. 30 and 29 CFR 1910.106, also consult API 520, 521. For piping design, consult ANSI B.31.3. - Storage equipment Corrosion protection, leak detection, spill and over- fill protection requirements, installation and maintenance information may be found in EPA final rule: 40 CFR part 280 underground storage tanks. New York State regulates Storage requirements of this material in 6NYCRR parts 595-599. - Inspection and maintenance MYS regulates some inspection and maintenance requirements under 6NYCRR part 59B. API publication, guide for inspection of refinery equipment, is a source for inspection and maintenance information. (American Petroleum Institute, 1220 L. Street, Northwest, Washington, D.C. 20005} - Safety precautions, warnings and procedures for handling and unloading bulk deliveries Only qualified, fully trained and experienced persons should sample, connect, load, unload, or disconect a tank car, portable tank or tank truck. When loading or unloading material in bulk, all DOT (Department of Transportation) regulations found in 49 CFR 172-178 must be followed when applicable. This will include grounding, braking, attendance, etc. The contents of the material to be unloaded should be verified before any transfer is made. Prior to unloading into a storage tank, a qualified person must check the storage tank level to be sure that the amount of material to be received will not overflow the COPYRIGHT GENERAL ELECTRIC CO. page: IS r r ri ! r r r ri r storage tank. The proper unloading connection should be vented to a vapor removal, recovery or conservation system. f""I - Spill and emergency response Release reporting and corrective action are listed in 40 CFR part 280 underground storage tanks and 6NYCRR part 595. COPYRIGHT GENERAL ELECTRIC CO. page: 17 ° a c o mo zu: CDSo CD O §1 O m y-^133 t/J H> m -. 2 § >Z £J> 3) 0?r» 3J G) 00 H ^o