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Home My WebLink About2840 LOKER AV EAST; ; CB013625; Permit12-31-2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB013625 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 12/17/2001 2840 LOKER AV EAST CBAD Tl Sub Type INDUST 2090820800 Lot # 0 $10,00000 Construction Type NEW Reference # SELTZER CHEMICAL- RACK SYSTEM Applicant HALL STEVE 210 777SHWY101 SOLANA BEACH CA 92075 858-481-4141 Status Applied Entered By Issued Inspect Area Owner FENTON H G CO 7588 METROPOLITAN DR SAN DIEGO CA 92108 ISSUED 11/21/2001 JM Plan Approved 12/20/2001 7880 12/31/01 0002 01 02 CGP 101-59 Total Fees $16659 Total Payments To Date „ $65 00 Balance Due $101 59 Building Permit Add! 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 , $99 69 Meter Size / $0 00 • Add'l Reel Water Con Fee ' ' $64 80 Meter Fee $000 SDCWAFee'i • $0 00 CFD Payoff Fee $2 10 -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 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $16659 FINAL APPROVAL Inspector Date # <L.Clearance NOTICE Please lake NOTICE that approval of your prefect includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'lees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired J PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONL PLAN CHECK EST VAL Plan Ck Deposit* Validated By. / fex // / Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unii,No Phase No Total * of units 01 <P Assessor's Parcel #Existing Use JMA Proposed Use 65-00 of SQ FT #of Stones edrooms Name Address City State/Zip Telephone # is SfcoNTRA!cfonT;coMi^ (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 Codel 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 [5500]) .»•.. J- City State/Zip City Business License # Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q~~ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued (31 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 5T/jy_Tt= Ce?f>"i0<&^j$A.Tct V //H^n/frf^ctg A>'<£Policy No 3.JJXT -O^ - 6<^gQ"1^5 Expiration Date \ I ^ |QrX-j' (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [S1001 OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 QOOf, tn additfSi to in* cost of compensation damages as provided for in Section 3703 of the Labor code interest and attorneys fees DATE \£.\*(]o\ ~»-™*TywT«'-TiT»«p*j.;.li— •<?•*««•—<F™*'*, i<-,^BL ™L i'i s Hi. MblL *L 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 tio 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 sate 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 ntjt build or improve for the purpose of sale) Q 1, 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) 0 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 1 (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE fCOMRLETE fTHJS DATE Bufi5iNoreRfififsoH^^ 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 D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 d YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O ^ES 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 [aTfcoNsTRucrTaTil^^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS ^ r: ~"f MHiT "*«r if^g"r"pTp^^^ w" •;""" "' -i'• M ' r r** w K""r.|f *" ".•'»•*&• *?" •rear'jr' '"'ft"f "Trrmr|r?r|fft!i^g"iJ'*^^mJi: - ;•«'-;*' \rn--> • *•,> •«• -f',^^rO^STCST^^'K «l. V^uTtZu Ml,sh)W&£*j4JllUi'Sl&iiAj;luijlii^inaiElkite!',/jLLV-f'.^« 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 CilV 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 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time alter the work is corrtrrienced for a period ot 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURr Imp- tW <2GLfc2£&~. /^ti^ft^W . . DATE C\ WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 01/14/2002 Permit# CB013625 Title SELTZER CHEMICAL- RACK SYSTEM Description Inspector Assignment 2840 LOKER AV EAST Lot 0 Type Tl Job Address Suite Location APPLICANT HALL STEVE Owner FENTON H G CO Remarks PALLET RACKS Sub Type INDUST Phone 8582072877 Inspector Total Time CD Description Act Comments 14 Frame/Steel/Bolting/Welding Requested By TOM Entered By KAREN Date Associated PCRs PCR01044 ISSUED PCR99204 ISSUED Inspection History Description Act Insp Comments EsGil Corporation In 'Partnership with government for DATE 12/14/O1 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-3625 SET II PROJECT ADDRESS 2840 Loker Ave. East PROJECT NAME Storage Racks for Seltzer Chemical The. plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X] 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 X] 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 ) f , Fax # Mail Telephone Fax In Person r /^ X] REMARKS 1 City to field verify that the pafe-of travel from the handicapped parking space to the rack area and the bathroom serving the rack area comply with all the current disabled access requirements 2 Fire Departme/ri approval is required By David Yao .; Enclosures Esgil Corporation D GA ID MB D EJ D PC 12/7 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In 'Partnership with Qove.Tnme.nt for $wO(ing Safety DATE 12/4/01 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-3625. SET I PROJECT ADDRESS 2840 Loker Ave. East PROJECT NAME Storage Racks for Seltzer Chemical 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 X] The applicant's copy of the check list has been sent to Steve Hall 777S Hwy 101, Solana Beach, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Steve Hall LlVA Telephone # (858)481-4141 Date contacted p(u( (by 13 ) Fax # (858)481-8034 Mailx Telephone Fax— In Person REMARKS By David Yao Enclosures Esgil Corporation D GA D MB D EJ D PC H/26 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 •-* Carlsbad 01-3625 12/4/01 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O1-3625 PROJECT ADDRESS 2840 Loker Ave. East DATE PLAN RECEIVED BY DATE REVIEW COMPLETED ESGIL CORPORATION 11/26 12/4/01 REVIEWED BY David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state; county or city law Please make all corrections on the original tracings, as requested in the correction fist Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans Carlsbad 01-3625 12/4/01 • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? Q Yes a No 1J Carlsbad O1-3625 12/4/01 1 Provide a rack layout plan showing the location of all racks (Please specify on the plan which one is type palter? Which one is mterlake?) 2 Only the storage racks are included in this plan review 3 Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 4 City to field verify that the path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements 5 Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306 8, 309 8 and 311 8 6 Indicate the clearance from the new racks to the existing building walls and building columns 7 Note on the plans that the rack design loads will be posted per Section 2222 5 8 Provide forklift protection per Section 2222 5(or check the exception) 9 The calculation provided is for interlake rack only Please provide additional calculation to show the palter rack is adequate to support the proper load Recheck the "pallet" racks as follows: 10 Recheck all connections on sheet 01-1557A, 01-1557B as follows a) The rivet bearing capacity is only dtFu = 0 406(0 0747)65 = 2 kips b) Provide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1 33, or the weld stress, whichever is lower) c) Check the bracket maximum weak axis moment 11 Provide calculations for the column weak axis bending plus axial for transverse seismic loading The axial load is the maximum compression load at the base from vertical plus seismic overturning The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member) 12 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation Thank you Carlsbad 01-3625 12/4/01 VALUATION AND PLAN CHECK FEE PLAN CHECK NO 01-3625 DATE 12/4/01 JURISDICTION Carlsbad PREPARED BY David Yao BUILDING ADDRESS 2840 Loker Ave. East BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION storage racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) cb Bldg Permit Fee by Ordinance "V Valuation Multiplier By Ordinance Reg Mod per city VALUE ($) 10,000 10,000 $99.69 Plan Check Fee by Ordinance Type of Review Repetitive Fee ~T] Repeats Complete Review D Other D Hourly Structural Only Hour Esgil Plan Review Fee Comments $6480 $55.83 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS Laker DATE!of RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER Pa lief" PLANNER ENGINEER DATE DATE Docs/Misforms/Plannmg Engineering Approvals Carlsbad Fire Department 013619 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 12/12/2001 Fire Prevention (760) 602-4660 Building Plan Reviewed by 0 Name Address Jack Smyer Architect 731 S Highway 101 Suite 1L City, State Solana Beach CA 92075 Plan Checker Job Name Christ Presbyterian Job# 013619 Job Address 7807 Centella Street Bldg# CB013619 Ste orBldg No r-7] Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements LJ Approved Subject to The item you have submitted for review has been approved subject to the attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards U 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 fit ?nd 3""^ 013619 FDFile# Other Aaency ID aunaay, uectsmcet ju, *uw i IftOMDOG INSTALLATIONS 29303 WESTWIND DP • LAKE ELSINORE. CA 92330 PH (P09) 4W1.&92S • December 30, 2001 To \Vhom it May Concern, I, Tino Metzger, authorize Tom Woertz to act as my agent for the purpose of pulling permits for Seltzer Chemical at 2840 Loker Avenue in Carlsbad, CA Tino Mctzgcr Owner Irondog Installations RECEIVED TIME DEC 5 56PM PRINT TIME DEC 30 5 58PM , uecemoer JUP HO PO BOX 420807. SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUND r CERTIFICATE OF . BOX EXPIRES -^ UNIT 002?7Vj L This Is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below far the policy period Indicated This policy is not BuOject to cancellation by the Fund except upon ten days' advance written notice to the employer We will also give you TEN days advance notice should this policy be cancelled prior to its normal expiration This certificate of Insurance la not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein _ Notwithstanding any requirement, ^erm, or condition of any contractor other document with respect to which"this'certificate of'Insurance may "be tesited'or may pertam,"th«» insurants'afforded*by ths policies described herein 1$ subject to all the Jen^a,iexctu3toYi'$'andconsfetiao& of Buch,po1icies '; -" ";& • • - 4 AUTHORIZED rj ( r tPOWOOh iMSTALt Aa^fr.S 2VSOJ3 WL^fUllyU D« " L-^Xt Cl.'^NO1^ C1 92330 THIS DOCUMENT HAS A BLUE PATTERNED BACKGROUND ?(W [«FV, y- RECEIVED TIME: DEC 5 TIME DEC 30 5 53PrT Carlsbad Fire Department 013625 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 12/12/2001 Building Plan Reviewed by Fire Prevention (760) 602-4660 d. Name Address CHAPO & HALL ARCH 777SHWY101 City, State SOLANA BEACH CA 92015 Plan Checker Job Name Seltzer Chemical Job# 013625 Job Address 2840 Loker Avenue East Bldg# CB013625 Ste orBldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements LJ Approved Subject to The item you have submitted for review has been approved subject to the attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards LJ 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 # 1ct ?nr1 3rd 013625 FDFile# Othfir Agency ID MATERIAL HANDLING EST 1985 SEIZMIC ENGINEERING RACKS DRIVE^RACKS &ANTILE^?ER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION S PEDAL FABRICATION ALASKA ARIZONA CALIFORNIA COLORADO DAHO MISSOURI NEVADA NEW MEXICO OREGON PENNSYLVANIA UTAH WASHINGTON SEISMIC ANALYSIS OF STORAGE RACKS FOR SELTZER CHEMICAL 2840 LOKER AVE. EAST CARLSBAD, CA. #01-1557 161 ATLANTIC STREET • POMONA • CA 91768 • TEL (909)869-0989 FAX- (909)869-0981 SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO OF.15 MATERIAL HANDLING ENGINEERING TEL. (909)869-0989 » FAX (909J869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY_BOBS.DATE.10-04-01 TABLE OF CONTENTS DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL PAGE # 1 2 2 3 4 -4 5- 6 7 8 9 10 11 12 13 14 15 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT-ANY FIELD WELDING. SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO.OF.15 MATERIAL HANDLING ENGINEERING TEL. (909)869-0989 • FAX. (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY.BOBS.DATE 10-04-01 PARAMETERS. STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY 1 COLUMN 2 BEAM 3 BEAM TO COLUMN 4. BASE PLATE 5 HORIZONTAL BRACING 6. DIAGONAL BRACING 7 BACK CONNECTOR TRIBUTARY AREA TRANSVERSE LONGITUDINAL TOP VIEW SEIZMIC PROJECT SELTZER CHEMICAL FOR HAWTHORNE LIFT SHEET N0._OF.15 MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY BOBS. nATE 1Q-Q4-Q1 CONFIGURATIONS TYPE PALTIER 60 180"60 60" 2,400 Ib 2,400 Ib 2,400 Ib 60" 60" 50" 94"44'^ 44" TYPE INTERLAKE 2,400lb 60"62" 2,400 Ib 180"60'52" 3,400 Ib 60"52" 94" SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO OF. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX" (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY_BOBS.DATE.10-04-01 TYPE PALTIER SPECIFICATION - MAIN STEEL , 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1 /Z x 3-1 /2 -FLOOR SLAB 5" X ZOOO PSI. REINFORCED 180" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 4. - TYPE = INTERCONNECTED UNITS 2,400 Ib 269#342# • 1* 6 ;0" „6 ~7 r t — >" b[J" •\ 3 - 2,400 Ib ^ 2,400 Ib 1 • n AH i 6 179# / 6 89# 5 f— )" )" r P" y — ' \\/ / / / f. /I /I » 221•i ii E 1 V , SECTION AXIAL FORCE MOMENfr lu= 94" BEAM MOMENT 1 3,720 Ib. 7,812 in Ib. q Z 2,480 Ib 6,735 in Ib *' 3 1,240 Ib - 4,041 in Ib V^"i 273 in.lb <-std.conn 388 in Ib. <-std conn. 020 in Ib <-std conn TYPE PALTIER DESIGN LOAD « 2400# BASE PLATE V 6X6X.375 Mbase = 7812 in Ib. OVERTURNING V ANCHOR STRESS = 0 09 # OF ANCHORS = 2 V COLUMN COLUMN 3X3X1 4GA(DX) STRESS =0 65 MA) BRACING HORIZONTAL ^/ 1-1/2X1X16GA STRESS = 0 14 DIAGONAL 1-1/2X1X16G STRESS = 0.4 BEAM V3-1/2 x 2-3/4 x 14 ga ; LOAD/LEVEL = 4,457 Ib BEAM IS O.K. SLAB & SOIL A V VA PUNCT. STRESS = 0 62 3 BENDING STRESS =0 61 SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO OF.15 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX" (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY.BOBS.DATE.10-04-01 TYPE INTERLAKE SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1 /Z - FLOOR SLAB 5" X 2000 PSI REINFORCED 1 80" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 4 - TYPE = INTERCONNECTED UNITS. 2,400 Ib 269#342# u 6 so- 6 )" c — )" f, 60"I [f f 3 2,400 Ib 2 2,400 Ib 1 f n <t» •"•••""•^ 6 179# 5 89# 5 / 2" )" £ 2" f /// \ ' A A" 221— .^ 1 1' t SECTION AXIAL FORCE MOMENT lu= 94" BEAM MOMENT 1 3,720 Ib. 7,812 m.lb 2 2,480 Ib. 6,735 m.lb 3 1,240 Ib. 4,041 m.lb 9,273 in 7,388 in 4,020 in Ib <-std conn Ib <-std.conn. Ib. <-std.conn. TYPE INTERLAKE DESIGN LOAD - 2400# BASE PLATE V 6X6X.375 Mbase = 7812 in Ib OVERTURNING ANCHOR STRESS = 0 09 # OF ANCHORS = 2 V COLUMN COLUMN 3X3X1 3GA(LU75) STRESS =0.52 BEAM V 3-21/32x2-3/4xl4GA/384H MAX LOAD/LEVEL - 3 ,69 5 Ib. BEAM IS O.K BRACING HORIZONTAL ^/ 1 1/2 X 1-1/2 X 14 GA STRESS = 0.10 DIAGONAL ^/ 1 1/2 X 1-1/2 X 14 GA STRESS = 0 28 SLAB & SOIL V PUNCT STRESS = 0 62 BENDING STRESS =0.61 SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET N0._OF_15 MATERIAL HANDLING ENGINEERING TEL. (909)869-0989 • FAX. (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED RY BOBS. n&TF 1Q-Q4-Q1 LOADS & DISTRIBUTION :TYPE INTERLAKE 1 ~ LIVE LOAD PER SHELF = Wll = 2,400 Ib (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = Wdl = 80 Ib TOTAL LOAD PER FRAME = ' 7,440 Ibi' i SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE ^ V = ((2.5 x Ca x I) / R) x Wtotal ' Wtotal = (Wll/2 + Wdl) x n n = # of shelves Seismic Zone = 4 Ca== 0.44 R(long) = 5.6 R(trans) = 4.4 LQNGITUDIAL DIRECTION = 1 Soil Coef. = Sd Na= 1.0 Nv= 1.0 2,400 Ib 269# n 6 JO" .D 6 0" 3" : 3" r* 3 2,400 Ib 2 2,400 Ib ' O 1" • m 179# 89# r lu= 94" 342# Vlong = (2.5 x 0.44 x 1 )/(5.6) x W) / 1.4 539 Ib w/ working stress reduction Fi == VWhi / 2Wh TRANSVERSE DIRECTION """• Vtrans = (2.5 x 0.44 x 1 )/(4.4) x W / 1.4 s = 686 Ib w/ working stre_ss reduction 52" k— Fi = VWhi / 2Wh 44" 228# 114# SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO.8 OF.15 MATERIAL HANDLING ENGINEERING TEL. (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY BOBS.DATE 10-04-01 LONGITUDINAL ANALYSIS :TYPE INTERLAKE THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT), Vlong = 2 * Vcol = Vcof = F 1 = 45 Ib. F 2 = 90 Ib. F3= 135lb. 539 Ib. 269 Ib. EZ T 60 in. 60 in I b= 58 in Beam toCol Conn Col to slab BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 7812 in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L1 Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower]/2 Mupper RESULTING FORCES ON COLUMN SECTION 1 2 3 AXIAL LOAD 3720 2480 1240 MOMENT 7812 6734 4040 Mconn 9273 7387 SEIZMIC • MATERIAL HANDLING ENGINEERING TEL- (909)869-0989 • FAX- (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 PROJECT, FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO OF.15 CALCULATED BY.BOBS.DATE 10-04-01 COLUMN ANALYSIS :TYPE INTERLAKE COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL Pmax - 3,720 Ib. Mmax = 7,812 m.lb. Kxlx/rx = 1.2 * 59 / 1.229 = 57.6 <- GOVERNS Ky!y/ry= 8*52/1.08= 38.5 Cc = (2TiA2E/Fy)A.5 = 102.0 SINCE Kl/r <= Cc, Fa - .522Fy - [(kl/rfrFy)/1494]A2 = 24,212 psi. fa = Pmax/Area = 4,739 psi. f b - Mmax/Sx = 9,516 psi. fa/Fa =0.20 >.15 F'e = 12TrA2E/23(Kxlx/rx)A2 F'e « 44,997 psi Fb = .6*Fy = 33,000 psi. Cm*fb/Fb[1-fa/F'e] = COMBINED STRESS = 0.52 A B SECTION PROPERTIES A=s» B = 3" C= 75" D = 0" E = 0" Wt. = 2 664# tl = 09" t2 = 0" Area = 785"A2 lx = l.lZ1nA4 ly- 917"M Sx= 821"A3 Sy= 584"A3 rx = 1 229" ry= 1 08" 60" 59" 52" 52" Front View Side View PROJECT FOR SHEET NO. SELTZER CHEMICAL HAWTHORNE LIFT OF 15 MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 • FAX (909) 869-0981 161 AUANTIC AVENUE- POMONA- CA91768 CALCULATED BY BOBS DATE 12/6/01 COLUMN ANALYSIS f3X3X1 3RA^ FXPOSFD POST P.HFCK ANALYZED PER DIV VII, CHAP 22 OF THE 1 997 UBC SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION P= 3.720 LB _, * M= 0 1N-LB A 1 KxLx/rx - 1 2*59 IN/1 229 IN ff ' ' " f f = 57 6 <=== (Kl/r)max '• KyLy/ry = 0 8*52 IN/1 08 IN ; t OOC • ' •— Jo 5 ^- , + AXIAL Fe= nA2E/(KL/r)maxA2 (EQ C4 1 -1 ) = 87 7 KSI ; Fy/2= 27 5 KSI (^3 SINCE, Fe > Fy/2 THEN, Fn= Fy(1-Fy/4Fe) (EQ C4-3) f*1 i 1 1 1 B ,-^Jj r = 55 KSI*[1-55 KSI/(4*87 7 KSI)] SECTION PROPERTIES = 46.4 KSI Pn= Aeff*Fn (EQ C4-2) = 36,408 LB f)c= 1 92 Pa= Pn/fic (EQC4-1) = 36408 LB/1 92 - 18,963 LB P/Pa= 0 20 > 0 1 5 FLEXURE CHECK P/Pa + (Cmx*Mx)/(Max*j/x) < 1 33 (EQ C5-1) P/Pao + Mx/Max < 1 33 (EQ C5-2) Pno= Ae*Fy = 0 785 INA2 *55000 PSI = 43,1 75 LB Pao= Pno/Oc = 431 75 LB/1 92 = 22,487 LB Myield=My= Sx*Fy = 0 821 INA3 * 55000 PSI = 45,155IN-LB Max= My/Of = 45155IN-LB/1.67 = 27,039 IN-LB A= 3.0 IN B= 3.0 IN C= 0.75 IN t = 0.0897 IN Aeff = 0 785 INA2 lx= 1 121 INA4 Sx = 0.821 INA3 rx= 1 229 IN ly = 0917 INA4 Sy = 0 584 INA3 ry = 1 080 IN Kx= 1.2 Lx = 59.0 IN Ky = 0 80 Ly = 52 0 IN Fy= 55 KSI E= 29,500 KSI Of= 1 67 Cmx= 1.0 Cb= 1 0 Pcr= nA2EI/(KL)maxA2 u\= {1/[1-(Oc*P/Pcr)]}A-l = nA2*29500 KSI/(1 2*59 IN)A2 = {1/[1-(1. 92*3720 = 65,112LB =0.89 THUS, (3720 LB/1 8963 LB) + (1*0 IN-LB)/(27039 IN-LB*0 89) = 0 20 < 1 (3720 LB/22487 LB) + (0 IN-LB/27039 IN-LB) = 017 < 1 SINCE COLUMN IS LESS THAN HALF STRESSED, IT IS OK FOR COLLISION LOADS (PER SECTION 2222 5) LB/G5112 LB)]}A-i 0, OK (EQC5-1) 0, OK (EQ C5-2) PROJECT FOR SHEET NO. SELTZER CHEMICAL HAWTHORNE LIFT OF 15 MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 - FAX (909) 869-0981 161 ATLANTIC AVENUE- POMONA- CA 91768 CALCULATED BY BOBS.DATE 12/6/01 COLUMN ANALYSIS (3X3X130^ DOWN AISI F 1 OARS ANALYZED PER p_ M- KxLx/rx — KyLy/ry = AXIAL Fe= = Fy/2= SINCE, Fe THEN, Fn= 11 ' — ••'"•' — ...«•• • • » f _...._ — — _ DIV VII, CHAP 22 OF THE 1 997 UBC SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION 3,720 LB 7,81 2 IN-LB ' |— i- — ' * 1 2*59 IN/1 773 IN v t i r r r 57 6 <=== (Kl/r)max 08*52 IN/1 .08 IN t 38 5 ._ -« nA2E/(KL/r)maxA2 ' (EQ C4 1 -1 ) 87 7 KSI 27.5 KSI IJ^ >Fy/2 Fy(1-Fy/4Fe) (EQ. C4-3) A *-l^ '; J, B • *J v = 55 KSI*[1-5S KSI/(4*87 7 KSI)J SECTION PROPERTIES = Pn= = nc= 1 Pa= = = P/Pa= FLEXURE CHECK- Pno= = = Pao= = = Myteid=My= = = 46 4 KSI Aeff*Fn (EQ C4-2) 36,408 LB 1 92 Pn/Oc (EQC4-1) 36408 LB/1. 92 1 8,963 LB 0.20 > 0 1 5 P/Pa + (Cmx*Mx)/(Max*//x) < 1 33 (EQ C5-1) P/Pao + Mx/Max < 1 33 (EQ C5-2) Ae*Fy 0.785 IN^2 *55000 PSI 43,1 75 LB Pno/Oc 431 75 LB/1 92 22,487 LB Sx*Fy 0.821 INA3 * 55000 PSI 45,155 IN-LB A= 3 0 IN B= 3 0 IN C= 0 75 IN t = 0.0897 IN Aeff = 0.785 1NA2 lx= 1 121 INA4 Sx= 0821 IN A3 rx = 1 229 IN Iv = 0 917 INA4ijr \J %j I I n i T^ Sy = 0 584 INA3 ry = 1.080 IN Kx= 1 2 Lx = 59 0 IN Ky - 0 80 Ly = 52 0 IN Fy= 55 KSI E= 29,500 KSI Qf= 1 67 Cmx= 1 0 THUS, Max= My/Of = 45155 IN-LB/1 67 = 27,039 IN-LB Pcr= nA2EI/(KL)maxA2 ^ = nA2*29500 KSI/(1 2*59 IN)*2 = 65,112 LB (3720 LB/18963 LB) + (1*7812 IN-LB)/(27039 IN-LB*0 89) ! (3720 LB/22487 LB) + (7812 IN-LB/27039 IN-LB) Cb= 1.0 {1/[1-(O.c*P/Pcr)]}A-1 {1/[1-(1.92*3720 LB/65112 LB)]}A-l 089 052 <1 33, OK (EQC5-1) 045 < 1 33, OK (EQC5-2) PROJECT FOR SHEET NO. SELTZER CHEMICAL HAWTHORNE LIFT OF 15 MATERIAL HANDLING ENGINEERING TEL (909) 869-0989 - FAX (909) 869-0981 161 ATLANTIC AVENUE- POMONA- CA 91768 CALCULATED BY BOBS DATE 12/6/01 COLUMN ANALYSIS (3X3X13GA) CROSS AISLE LOADS ANALYZED PER DIV VH, CHAP 22 OF THE 1997 UBC SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION Pstatic= 3,720 LB Pseismic= 110399IN-LB/44IN = 2,509 LB Ptotal= 6,229 LB My= V*h = 686 LB * 7 IN = 4,802 IN-LB KxLx/rx = 1 2*59 IN/1 229 IN Pcol = 576 KyLy/ry = 0 8*52 IN/1 08 IN = 385 <=== (Kl/r)max SIDE ELEVATION AXIAL SINCE, THEN. Fe= nA2E/(KL/r)maxA2 = 87.7 KSI Fy/2= 27 5 KS! Fe > Fy/2 Fn= Fy(1-Fy/4Fe) = 55 KSI*[1-55 KSI/(4*87 7 KSI)] = 46 4 KSI Pn= Aeff*Fn = 36,408 LB Oc= 1 92 Pa= Pn/nc = 36408 LB/1 92 = 18,963 LB P/Pa= 033 > 015 FLEXURE CHECK P/Pa + (Cmx*Mx)/(Max*j/x) < 1 33 P/Pao + Mx/Max < 1 33 Pno= Ae*Fy - 0.785 INA2 *55000 PSI = 43,175 LB Pao= Pno/Oc = 43175 LB/1.92 = 22,487 LB Myield=My= Sy*Fy = 0.584 INA3 * 55000 PSI = 45,1 55 IN-LB Max= My/Of = 45155IN-LB/1 67 = 27,039 IN-LB Pcr= nA2El/(KL)maxA2 = TiA2*29500 KSI/0 2*59 IN)A2 = 65,112 LB (EQC41-1) (EQ C4-3) (EQ C4-2) (EQC4-1) (EQC5-1) (EQ C5-2) V= 686 LB Mseismic= 110,399 IN-LB h= 7 IN DEPTH= 44 IN SECTION PROPERTIES A= 3.0 IN B= 3.0 IN C= 0 75 IN t = 0 0897 IN Aeff = 0 785 INA2 lx= 1 121 INA4 Sx = 0821 INA3 rx = 1 229 IN ly = 0.917 INA4 Sy = 0 584 INA3 ry = 1 080 IN Kx- 1.2 Lx = 59 0 IN Ky = 0 80 Ly = 52 0 IN Fy= 55 KSI E= 29,500 KSI Df= 1 67 Cmx= 1 0 Cb= 1 0 ux= {1/[1-(Oc*P/Pcr)]}A-l 1 92*6229 LB/65112 LB)]!A-1 THUS, = 0 82 (6229 LB/18963 LB) + (1*4802 IN-LB)/(27039 IN-LB*0.82) = 0.55 < 1 33, OK (6229 LB/22487 LB) + (4802 IN-LB/27039 iN-LB) = 0 45 < 1 33, OK (EQC5-1) (EQ C5-2) SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO 10A OF.15 MATERIAL HANDLING ENGINEERING TEL. (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY_BOBS.DATE.10-04-01 BEAM ANALYSIS :TYPE INTERLAKE BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACFTY TO STABL1ZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR Z,000 in.lb WHICH EVER IS SMALLER) WILL BE ADDED. . 275" r-1.75"— | t = 0747 in 11 625" 1 Sx = 0 740 in AS lx= 1.441 in.M I act - 94.0 in. I max = [1950 + 1200(M1/M2)]b/Fy SINCE Ml/M2 = 1-0 lmax = 3150*b/Fy = 158 in. SINCE imax > lact Fb = ,60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 3.655" 1) BENDING CAPACITY M = Sx* Fb = w|A2/8 = 24420m.lb. CAPACITY = 2(8*M/I) = 3694lb. 2) MAXIMUM ALLOWABLE DEFLECTION (L/1 80) A= 5w|A4/384EI CAPACITY = 2[(384EI)/(5*180*1A2)] = 4105lb. MAXIMUM STATIC LOAD PER LEVEL IS 3,695 Ib. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL Mstatic = wlA2/8 - LIVE LOAD*L/(2*8) Mallow(static) = Sx * Fb Mimpact = 1 1 25*Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT ii25Mstatic (static) (seismic) 1 14100 15862 24420 9273 32559 GOOD 2 14100 15862 24420 7387 32559 GOOD 3 14100 15862 24420 4020 32559 GOOD PROJECT FOR SHEET NO. SELTZER CHEMICAL HAWTHORNE LIFT OF 15 MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX (909) 869-0981 161 ATLANTIC AVENUE- POMONA- CA91768 CALCULATED BY BOBS DATE 12/6/01 STEP BEAM WELD SECTION PROPERTIES & CAPACITIES SCOPE- DETERMINE THE EFFECTIVE SE( BELOW THE EFFECT OF THE R ~~ ~ *~ ~~ ~\iii i mm :riON PROPERTIES OF THE MEMBER WELD SHOWN OUNDED CORNERS ARE TAKEN INTO ACCOUNT1 1 h h TYPE "A" WELD TYPE "B" WELD TYPE "C" WELD TYPE "D" WELD BEAM ft WF| n INFO tweld*= 01 25 IN C WELD TYPE ^ TYPE "A" WELD *V \L — — • __ — _Jy A WELD SECTION PROPERTIES 0-125 INCH THICK, TYPE "A" AREA- 0711 INA2 N Sx= 0 33 IN A3 WELD FOMENT CAPACITY= 9,278 IN-LB -1 EFFECTIVE SECTION PROPERTY FOR WELD ELEMENT | WIDTH — t— -j- E— | 1 t f \ '• CG ; F I Y-BAR i \ * — B •- HEIGHT | Y-BAR ELEM | AREA | Y-BAR | 1 | 1 0 0000 IN 0 0000 IN 0 0000 IN 0 0000 (NA2 0 0000 JNA4 2 0 1 250 IN 3 6550 IN 1 8275 IN 0 4569 INA2 0 5471 INA4 3 0 0000 IN 0 0000 IN 0.0000 IN 0.0000 INA2 0 0000 INA4 4 00000 IN 00000 IN 0 0000 IN 0 0000 IN*2 0 0000 INA4 5 0 0000 IN 0 0000 IN 0 0000 IN 0 0000 INA2 0 0000 INA4 6 0 1 250 IN 2 0300 IN 1 01 50 IN 0.2538 INA2 0 1 564 INA4 £AREA= 071 06 IN A2 y bar= 1 537 IN lx= 0 7035 INA4 WELD MOMF.NT CAPACITY UNDER SEISMIC LOADING CAPACTTY= 0 3 * Fu * Sx-weld * 1 33 = 03* 70000 PSI * 0 332 INA3 * 1 .33 = 9,278 IN-LB PROJECT FOR SHEET NO. SELTZER CHEMICAL HAWTHORNE LIFT 11 OF 15 MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX (909)869-0981 161 ATLANTIC AVENUE- POMONA- CA 91768 CALCULATED BY BOBS DATE 12/6/01 BEAM TO COLUMN ANALYSIS: INTERLAKE STANDARDH 3GA COLUMNS Mconn max= Mconn- seismic + Mend = |9,273 IN-LB 1 CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS 1) SHEAR CAPACITY OF STUDS STUD DIAMETER= 7/16 IN Fy- 55,000 PSI Pmax-shear= 0 4 * Fy * Area = 04* 55000 PSI * (0 4375 IN)A2 * n/4 = 3,307.3 LB 2) BEARING CAPACITY ON COLUMN Fu= 65,000 PSI Pmax-brg= Bearing Area * Fbeanng = (05* thickness) * (1 0 * Fu) = (05* 0.0897 IN) * (1 0 *65000 PSI) = 2,925 00 LB < 3307 3 LB 3) MOMENT CAPACITY OF BRACKET Mconn Mcap= Sbracket * Fbending = 011 INA3 * 0.66 * Fy = 3,993 IN-LB C= Mcap/0.75 = 1.11 * PI THUS, P1= 1.20*Mcap = 4,792 IN-LB > 3307 3 LB THUS, GOVERNING VALUE IS THE MIN VALUE OF PI, P1-eff= 2,925 LB Mconn-allow= P1*4 5 IN + P2*0 5 IN = 455*P1-eff * 1 33 = 17,745 IN-LB > Mconn max, OK 3" t=7 go <- 1-5/8" Mupper Mconn 7) V Mlower C= PI + P2 = P1+P1*(05/4.5) = 1 11*P1 Sbracket= 0110 INA3 PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO 12 OF.15 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX" (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY.BOBS.DATE_10-04-01 TRANSVERSE ANALYSIS : BRACING :TYPE INTERLAKE IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L-6)A2+(D-2*Bcol)A2]A.5 = 59.6 Vdiag =Vtrans * Ldiag. / D = 929# kl/rmin = [ 1 * 59.6] 7.495 = 120.5 Fa=[12nA2E]/[23(kl/r)A2] = 10278 psi. fa/Fa =Vdiag/(Area*Fa) = 0.28 Dh= 59,6" D= 44" L= 52" DIAGONAL AND HORIZONTAL BRACING W H Area= 325 "A2 rmm= 495 " t= 0747 " W- 1 5 " H« 1 5 " PROJECT, FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO 13 OF.15 MATERIAL HANDLING ENGINEERING TEL. (909)869-0989 • FAX- (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY_BOBS.DATE.10-04-01 OVERTURNING :TYPE INTERLAKE ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 222$ 7.1 OF THE 199?-Uniform Building Coda - , FULLY LOADED TOTAL SHEAR = 685 Ib. ~ '' Mot = Vtrans * ht * 1.15 , =685*160*1.15 = 110399 in.Ib. Mst = Z(Wp+ 85wDL) * d/2 = ( 7200-K85 * 240) * 44/2 = 158400 in.Ib. Puphft =1(Mot- Mst)/d Puplift <= 0 NO UPLIFT 342# 62 52 TOP SHELF LOADED SHEAR =228 !b. Mot =Vtop*h * 1.15 = 228* 180* 1.15 = 47314 in.ib. Mst - (Wp+wDL) * d/2 = ( 2400+.85 * 240) * 44/2 = 52800 in.Ib. Puphft = 1(Mot- Mst)/d Pupiift <= 0 NO UPLIFT USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1 /2 x 3-1 /2 = 875 Ib. PULLOUT & 1 840 Ib. SHEAR COMBINED STRESS1 = 0 / 1750 + 342 / 3680 = 0.09 COMBINED STRESS2 = 0 / 1750 + 114 / 3680 = 0.03 44"-, 228# 1 14# SEIZMIC PROJECT., FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET NO 14 OF.15 MATERIAL HANDLING ENGINEERING TEL: {909)869-0989 • FAX. (909)869-0981 181 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY_BOBS.DATE.10-04-01 BASE PLATE .TYPE INTERLAKE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY) THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, Z) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/Z (FULL FIXITY) Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 3720lb. Mb- 7812 in.lb. = 6 in.D = 6 in. b«3 in. t = .375 in bl = 1.5 in. P/A - Pcol/(D*B) = 103.3 psi. M/S = Mb/((D*BA2)/6) = 217.0 psi. fb2 = 2b/B*fb = 108.5 psi. fbl =fb-fb2 - 108,5 psi. Mbase = wb1 A2/2 = b!A2/2[ fa + fbl + .67fb2] Mbase = 319 7 in ib. Sbase = 1*tA2/6 = 0 0234 in.^3 Fbase = .75Fy * 1.33 - 36000 psi. f b/Fb = Mbase/(Sbase*Fbase) = .37 ANCHOR TENSION T*d2=[Mbase- Pcoi*b/2] T = Mbase/d2 - Pco!*b/2d2 T = 637 Ib. fb fbl 1/ T Mbasef dl I.id 9 _X" Pcolr T^x. Mbase ^ b *r - .rt3i.\ -a d2 dl dl SEIZMIC PROJECT. FOR SELTZER CHEMICAL HAWTHORNE LIFT SHEET N0._15 OF.15 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX" (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY.BOBS.DATE.10-04-01 SLAB AND SOIL .TYPE INTERLAKE THE SLAB IS CHECKED FOR PUNCTURE STRESS IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING (a) PUNCTURE Pmax Pmax Fpunct = 2*sqrt(f c) Apunct - [(w+t/2)+(d+t/2)]*2*t fv/Fv = Pmax/(Apunct*Fpunct) 1.4 DEAD LOAD + 1.7 LIVE LOAD 1.4*Pcol + 1.7 *(Mot/d) 9,473 Ib. 89.4 psi. 170.0 in.A2 0.62 (b) SLAB TENSION Asoil = Pmax/(1.33 * fsoil) = 7.10 ft.A2 = 1,023in.A2 L = sqrt(Asoil) = 32.0 in. B = sqrt(w*d) + t - 11.0 in. b = (L-B)/2= 10.5 in. Mconc = wbA2/2 = (1.33*fsoil*bA2)/(144*2) = 509.8 m.lb. Scone = 1*tA2/6 = 4.17 in AS Fconc = 50 *sqrt(fc) » 201.25 psi. f b/Fb = Mconc/(Sconc*Fconc) = 0.61 L BASE PLATE w = 6 in. d = 6 in. CONCRETE t = 5 in. f'c = 2000 psi. SOIL fs= 1000 psf. • b , ', - - '..^/>'/, 'f ' ',.„- < R t , / I ' T "-L1. ' f ~ , S^ **f *• *i1 ! * ,A/ CJ SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM Seltzer Chemicals Inc. 2840 Loker Avenue/Suite 150 - Carlsbad CA Technical Report Addendum Uniform/California Codes Analysis Revised Storage Conditions - Room 129 Code Requirements & Conditions 19 November 2000 Prepared by V Enksen-Rattan Associates Inc 4719 Palm Avenue La Mesa, California 91941 Telephone 619 466 6285 FAX 619 466 6233 EMAIL Ma ryRattan@thecode resource com This report is the property of Enksen-Rattan Associates Inc and was prepared exclusively for use by Seltzer Chemicals Inc [SCI] for the operations described in this report Copies of this report retained by SCI shall be utilized only by SCI for occupancy classification and the Uniform/California Code conditions addressed in this report This report shall not be used for the purpose of construction for this project or any other project or for any other purpose SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM OVERVIEW Enksen-Rattan Associates Inc prepared this report for the exclusive use of Seltzer Chemicals Inc [SCI], with the report prepared as an addendum to the 10-23-00 Technical Report prepared for SCI's operations located in Suite 150 at 2840 Loker Avenue in Carlsbad, California This report addresses modifications to warehouse storage conditions and operations [Room 129/Shippmg & Receiving] based on applicable 1997/1998 Uniform/California Code requirements and conditions Final plans and completed details for SCI's revised warehouse storage operations will be determined based on the information provided in this report Seltzer Chemicals Inc is a manufacture of all-natural nutritional health and food supplements The changes in Room 129 involve increasing rack storage height from 12' to 20' above the finished floor for Class I-IV Commodities and use of a battery-powered industrial truck [forklift] and battery-charging operations Hazardous materials Control Area conditions for SCI's portion of the building will not impacted by the change in storage conditions as the materials that will be stored are not regulated through the Codes by amount [unlimited Exempt Amount] in a fully sprinklered building Existing conditions within Room 129 will not have to be changed, provided the following conditions are in place and maintained * The fire sprinkler design conditions for Room 129 identified in the 10-23-00 Technical Report are in place + There is either no shelving in the racks, or only open metal mesh/grated shelving is used in the racks in accordance with the conditions indicated in Table 2 OB * Aisles >/=8* are provided between racks » High Hazard Commodities packaging materials [plastics] are not stored in racks and are not stored higher tan 5 5' above the finished floor The report is organized as follows 4Ni", Section 1 0 20 Table 2 OA Table 2 OB r»l ' F'.^ fs>^"C' -lA i 1 Subject ' "- , J * J ','' , „.« . f " , :;. Scope Room 129 - Modifications to Storage Conditions & Operations Room 129 Storage Conditions & Operations - Modifications Code Requirements & Conditions Page(s)^ 1 2-6 3-4 5-6 Plans associated with SCI's operations will be provided separately through Chapo & Hall Architects, with final plans and completed details for SCI's operations will be determined based on the information provided in this report Review of such plans for the conditions and requirements addressed herein is outside the scope of this report SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM INFORMATION Questions concerning Seltzer Chemicals Inc operations should be directed to Seltzer Chemicals Inc Clyde Seltzer - Chief Engineer 5927 Geiger Court Carlsbad, California 92008-7305 Telephone 760 438 0089 FAX 760 438 0336 EMAIL clyed@seltzerchemicals com Questions concerning tenant improvement plans and documentation for this project should be directed to Chapo & Hall Architects Stephen Hall 777 South Highway 101 -Suite 210 Solana Beach, California 92075 Telephone 858 481 4141 FAX 858 481 8034 EMAIL chaphall@pacbell net Questions concerning this report should be directed to VEnksen-Rattan Associates Inc Mary Enksen-Rattan 4719 Palm Avenue La Mesa, California 91941 Telephone 619 466 6285 FAX 619 466 6233 EMAIL MaryRattan@thecoderesource com Discrepancies between this report and actual plan and field conditions are the sole responsibility of Seltzer Chemicals Inc SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM TECHNICAL REPORT ADDENDUM REVISED STORAGE CONDITIONS - ROOM 129 CODE REQUIREMENTS & CONDITIONS 1.0 Scope Enksen-Rattan Associates Inc prepared this report for the exclusive use of Seltzer Chemicals Inc [SCI], with the report prepared as an addendum to the 10-23-00 Technical Report prepared for SCi's operations located in Suite 150 at 2840 Loker Avenue in Carlsbad, California This report addresses modifications to warehouse storage conditions and operations [Room 129/Shipping & Receiving] based on applicable 1997/1998 Uniform/California Code requirements and conditions Final plans and completed details for SCI's revised warehouse storage operations will be determined based on the information provided in this report \ Seltzer Chemicals Inc is a manufacture of all-natural nutritional health and food supplements The changes in Room 129 involve increasing rack storage height from 12' to 20' above the finished floor for Class I-IV Commodities and use of a battery-powered industrial truck [forklift] and battery-charging operations The changes in storage conditions and operations and applicable Code requirements and conditions are addressed in Section 20 Refer to the 10-23-00 Technical Report for existing site, building, site and operational conditions Plans associated with changes in Room 129 will be provided separately through Chapo & Hall Architects Review of such plans for the conditions and requirements addressed herein is outside the scope of this report v [NOTE The room names and locations addressed in this report are based on architectural floor plans dated 11 October 2000 provided by Chapo & Hall Architects ] This report is the property of Enksen-Rattan Associates Inc and was prepared exclusively for use by Seltzer Chemicals Inc [SCI] for the operations described in this report Copies of this report retained by SCI shall be utilized only by SCI for occupancy classification and the Uniform/California Code conditions addressed in this report This report shall not be used for the purpose of construction for this project or any other project or for any other purpose I T Enksen-Rattan Associates Inc Technical Report Addendum - Revised Storage Conditions - Room 129 4719 Palm Avenue, La Mesa CA 91941 Code Requirements & Conditions- 11/19/01 -Page 1 of 6 I I I I I I I I I I I I I I I I I I I SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM 2.0 Room 129 - Modifications to Storage Conditions and Operations Changes to existing storage conditions and operations are described in Table 2 OA on pages 3 & 4 The major storage change involves rack storage of Class I-IV commodities to 20' above the finished floor, whereas storage to only 12' above the finished floor was indicated in the 10-23-00 Technical Report The only operational change involves the use of a battery-powered industrial forklift, including battery-charging operations, within the storage area Hazardous materials Control Area conditions for SCI's portion of the building will not impacted by the change in storage conditions as the materials that will be stored are not regulated through the Codes by amount [unlimited Exempt Amount] in a fully sprmklered building Applicable Code conditions and requirements are addressed in Table 2 OB on pages 5 & 6 Existing conditions within Room 129 will not have to be changed, provided the following conditions are in place and maintained * The fire sprinkler design conditions for Room 129 identified in the 10-23-00 Technical Report are in place » There is either no shelving in the racks, or only open metal mesh/grated shelving is used in the racks tn accordance with the conditions indicated in Table 2 OB * Aisles >/=8' are provided between racks * High Hazard Commodities packaging materials [plastics] are not stored in racks and are not stored higher tan 5 5' above the finished floor TEnksen-Rattan Associates inc Technical Report Addendum - Revised Storage Conditions - Room 129 47-19 Palm Avenue La Mesa CA 91941 Code Requirements & Conditions- 11/19/01 - Page 2 of 6 SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM Table 2.0A- Room 129 Storage Conditions & Operations - Modifications Occupancy SCI Conditions S-1 Storage New Conditions/ Changes from 10-23-00 Technical Report » Rack Storage/ Class I-IV Commodities To 20'above finished floor - previously indicated as </=l2' • High Hazard Commodities/ Plastic Packaging Materials Storage on shelves & floor only to </=5 5' above finished floor - previously indicated as stored at lowest rack level • Raw Materials [Production Materials] • Raw materials will consist of pre-weighed [pre-batched] and pre-mixed products in containers received from the SCI's existing Geiger Court warehouse facility • The raw materials will be delivered to the receiving area' • Container types in which raw materials will be received may involve any or all of the following * Cardboard & fiberboard drums & containers * Metal drums & containers * Plastic drums & containers [Group C Plastics] * Bagged materials in paper & plastic • Raw materials will be all natural products, consisting primarily of fruit, vegetable and plant granulated solids, with a texture and consistency similar to that of salt & sugar, with one [1] liquid raw material [Class IU-B Combustible Liquid - >/=260oC/500oF flashpoint] » The raw materials [including packaging] will be a Class III Commodity, with most classified as "nonhazardous" and a few classified as Irritants • Raw materials will be stored in individual drums [40-100 gallon containers], individual packages, palletized and non-palletized in the receiving area • There will be no encapsulated storage conditions • Storage will involve a combination of rack and floor storage • Rack Storage * Single & double-row racks * Racks will be metal with open shelving, with storage at <A=20' above finished floor * Racks wiil be seismically braced/anchored * >/=8' mam aisles • Floor Storage Floor storage will be at </=6' above finished floor • Raw materials will be manually transported on drum or pallet carts or hand-earned from the receiving area to the production areas • Packaging Materials • Packaging materials used to package the finished product for shipping will be received and stored in the receiving area • Packaging materials will consist of card boa rd/fiberboard cartons/boxes, plastic liners, cellophane & fiber tape and paper • Packaging materials will involve a combination of Class 111, IV and V-High Hazard commodities • Class l-IV Commodity cartoned and palletized packaging materials will be stored either in racks or on the floor, with racks and storage conditions as described above for Raw Materials • Class V Commodity cartooned and palletized packaging materials will be stored either on shelves or on the floor at <5 5' above the finished floor These materials will not be stored in racks • Pallets • Pallet storage may involve a combination of metal, wood and nonexpanded polyethylene pallets • Idle pallets will be stored on the floor, to a height of <6', with </=4 stacks of pallets per pallet pile If multiple pallet piles are needed, they will be separated from each other by either a clear space >/=8' or >/=25' from other storage in the area • Finished Products • Finished products may be stored in the shipping area • Finished products will be nonhazardous or exempted consumer products [UFC/CFC Table 8001 15-B/Footnote 7 and UBC/CFC Table 3-E/Footnote 9} • Container types in for raw materials will be plastic lined cardboard boxes or fiberboard drums [Class Ml Commodities] • Storage conditions will be the same as described Raw Materials • There will be no encapsulated storage conditions y Enksen-Rattan Associates Inc 4719 Palm Avenue La Mesa Cft 91941 Technical Report Addendum - Revised Storage Conditions - Room 129 Code Requirements & Conditions - 11/19/01 - Page 3 of 6 SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM Table 2.0A - Room 129 Storage Conditions & Operations - Modifications [continued] Occupancy SCI Conditions S-1 Forkhft & Battery Charging Operations New Condition - not indicated in 10-23-00 Technical Report *One [1] battery-powered industrial truck [forklift] will be used and parked in Room 129 *One [1] battery-charging unit will be located in Room 129 S-1 - AH Operations Existing Conditions or No Change to Existing Conditions * Room Configuration • Room 129 Area </=10,800 sf • Ceiling Height >/=24' * Hazardous Materials • Both raw materials and finished products will be classified as one [1] of the following, with all such hazard classifications not regulated in the Codes by amounts [unlimited Exempt Amount] * Combustible Liquid III-B * Combustible Liquid III-B & Irritant * Irritant * Nonhazardous • Eriksen-Rattan Associates Inc 4719 Palm Avenue La Mesa CA 91941 Technical Report Addendum - Revised Storage Conditions - Room 129 Code Requirements & Conditions - 11/19/01 -Page 4 of 6 SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM Table 2.0B - Code Requirements & Conditions Requirements & Conditions Code Reference Draft Curtains Not applicable to SCI conditions for the following reasons + High-piled combustible storage for Class l-IV commodities only » Nonpublic accessible storage area » Storage area <12.0QO sf UFC/CFC Table 81-A Smoke & Heat Venting Not applicable to SCI conditions for the following reasons » High-piled combustiple storage for Class l-IV commodities only + Nonpublic accessible storage area » Storage area <12,OOJLsj UFC/CFC Table 81-A Small Hose Valves & Stations Not applicable to SCI conditions for the following reasons » High-piled combustible storage for Class l-IV commodities only • Nonpublic accessible storage area • Storage area <12.0QO sf UFC/CFC Table 81-A Fire Department Access Doors Not applicable to SCI conditions for the following reasons * High-piled combustible storage for Class l-)V commodities only * Nonpublic accessible storage area Storage area <12,000 sf NOTE Existing exterior access door UFC/CFC Table 81-A Aisles » Floor Storage Same as SCI conditions - >/=44" * Rack Storage Same as SCI conditions -- >/=8' * Shelf Storage Same as SCI conditions - >/=44" * Dead-Ends </=20" UFC/CFC Table 81-A Racks - Shelving Either no shelving or open metal mesh or grated shelving as follows + Metal mesh or grated shelves * Uniform openings </=6" apart • Openings^cgmpnsin9^>/=50% of overall shelf area UFC/CFC 8104 2 3 Racks - Flue Spaces » Single Row Racks • Transverse 3" • Longitudinal Not Required * Double Row Racks • Transverse 3" or 6" • Longitudinal Not Required UFC/CFC Table 8104 3-A Fire Sprinkler System Design Same as the conditions indicated in the 10-23-00 Technical Report • Minimum Ceiling/Roof System Design [Should be same as existing conditions based on City of Carlsbad Fire Department requirements - design based on flexibility for changes in existing storage conditions ] • Density >/=0 45 gpm • Design Area >/=3,000 sf • Sprinklers * Type 286oF/high temperature Standard, large or extra large orifice heads are acceptable * Spacing </=100sf # In-Rack Sprinklers Not required - either no shelving or open mesh shelving as described above » Hose Stream Allowance >/=500 gpm » Water Supply Duration >/=2 hours UBC/CBC Chapter 9 [904 2] UBC/CBC Std 9-1 [NFPA 13] UFC/CFC 1003 UFC/CFC Std 81-1 &81-2 City of Carlsbad Fire Department Requirements y Enksen-Rattan Associates Inc 4719 Palm Avenue, La Mesa CA 91941 Technical Report Addendum - Revised Storage Conditions - Room 129 Code Requirements & Conditions - 11/19/01 - Page 5 of 6 SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS - ADDENDUM Table 2.0B - Code Requirements & Conditions [continued] Requirements & Conditions Code Reference Powered Industrial Trucks & Battery Charging Operations * Parking >/=5' from storage # Repairs Outside building or in a location approved by the Fire Department » Charging Operations >/=20' from storage • Ventilation No special ventilation conditions required to maintain flammable vapors @ </=2% from battery charging operations, as explained below • Number of Battery Cells </=18 • Battery Amp Hours </=840 • Flammable Gas Generation Per Hour * Total <13 cf flammable gas generation per hour * Calculation • Gas Evolution per Hour Per Cell 0 0008 cf/cell/hr [per OSHA] • Charging Current 5% of amp hour capacity during overcharge period • Batteries @ 840 Amp Hours <13 cf * 18 cells * 18 x 0 0008 x 840 = <13 cf flammable gas generation per hour • Room/Area Volume >216,000 cf [10,800 sf room x >20' roof/ceiling] • Air Changes to Maintain <l=2% Flammable Gas Concentration * Air Changes Required 1 air change every 18 hours - volume of space and general area ventilation conditions [see Item 6] where trucks will be located will maintain flammable gas concentration @ <2% * Calculation . • [216,000 cf]x[0 02/13 cf per hour] x 60 minutes = 19,440 minutes • 1 air change every 19.440 minutes = 1 air change every 13 5 days UFC/CFC 1108 UFC/CFC8001 11 8 OSHA CFR 1910 178 CFR 1926403 ^ Enksen-Rattan Associates Inc 4719 Palm Avenue, La Mesa CA 91941 Technical Report Addendum - Revised Storage Conditions - Room 129 Code Requirements & Conditions- 11/19/01 - Page 6of 6 (D HIO H h- «« >a w ^> o o <-1 OI1 8^o « ¥-.M LLI m LLI O W UJ>LU h-co h- -JCO -JD <a Iz •o