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HomeMy WebLinkAbout2261 RUTHERFORD RD; ; CB013110; Permitf/'{/:-0/(?f \I :r-1' 'ti ·:: .. ·-~-._,_,- City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-08-2001 Commercial/Industrial Permit Permit No: CB013110 Building Inspection Request Line (760) 602-2725 Job Address: 2261 RUTHERFORD RD CBAD Permit Type: Tl Sub Type: Parcel No: · ' Valuation: 2120612100 Lot#: $5,250.00 Construction Type: INDUST 0 NEW Status: ISSUED Applied: 09/27/2001 -,. Occupancy Group: Reference #: Entered By: CB Project Title: CALLAWAY/ INSTALL PALLET RACKS FOR STORAGE OF OFFICE SUPPLIES Plan Approve,ci:1.4 tt:111 V.P.pL?0~,,,; . lssuecf:· .Li fi/eJsi/20, v.:. 01 ..... d-..F• Inspect Area: --q..::ll • •; Applicant: Owner: ---, ··BEN PASCO CALLAWAY GOLF CO ·. SUIT~5 ' ... 10621 BLOOMFIELD , LOS ALAMITOS CA 90720 2285 RUTHERFORD RD CARLSBAD CA 92008 . -.-. -562-596-197 4 -~; C ,. ' '• :.. ' ~/:·' . - ,~, . ,_ . ... -· ~ Total Fees: $114.77 Buil_ding Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee !,.FM Fee Bridge Fee BTD #2 Fee BTD #3Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot.Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Payments To Date: $44.78 Balance Due: $69.99 $68.89 $0.00 $44.78 $0.00 $0.00 $1.10 , $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL . ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee S~werFee Redev Parking Fee Additional Fees TOTAL PER.MIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $114.77 Clearance: _____ _ that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactio s." You have 90 days from the date thii; 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 Gode 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 ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. 02 69°99 · lb G r1 ( PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Subdivision Name/Num Assessor's Parcel # Existing Use FOR OFFICE USE ONLY l:3140 Proposed Use (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 per it subjects the a lican to a civil penalty of not more than five h drn dol s [$500 ). L-n State License # ~~..,... _ __..,,_..__ __ _ ~ .;Vl(Ql,\~1;,Q.§' C:Q~!:l\l~~TION;, .; , " .•• ·: :: -~ :"";,:·· ... _::,_,~:·;_ ~.:. ·.z~_-:-: __ , ~ ·>~, , ,,,, , , ': '''?;-i,,7"":".";-"'.7"'" :C:,t;':'}:'.Z·"J:' ;•":;:·· ;','. , Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: A/ / Insurance Company 7~f;,., n):....0 Policy No. 13504-a) Expiration Date -i , _ 042- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) O 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 __ -:-:,,-:,:-, .. ,-,-.,,..,~---- tz,.z·:q_'(&ijtfi:l{tll(Q~.~·~QJ:Q~i:l;i\J!QN: '.. . .. -. , ... '." '. .. ~. -~--.:::~,-~::.:.:::::::&2::_::.C\L·;·:,~:2}'.;".'.tfi:?:?.:t~:L I hereby affirm that I am exempt from the Contractor's License Law for the following reason: tJ 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 die! not build or improve fo~ the purpose of sale). O 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). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labqr and materials for construction of the proposed property improvement. 0 YES ONO 2. I ·(have / have.. hot) signed an application for a building permit .for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction .(include name / address / phone number/ contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): ___ ~-----------------------------------------~ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type ·of work): ____________________________ -,-__________________________ _ PROPERTY OWNER SIGNATURE ________ ~---------~---DATE __ '-------- [C,OM~l!l;I,l;i.,!t(l,~-.~.e9TJQ,f$.FQ}l:f.J.Q.fii'Ji'~S/OENT/AL:Bl,l!~!)J~.~ i~l;l;_t,l',,'!IT~J)'Nl:'L:: ::L. {:'>;'. C ~:,,,.::,;:{:', , :.-:f./.:.,,:;}r ::::t:~,:~:~, ·,,;>::.:,:~~ 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? D YES [J NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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. ~~:J:9B$Jf!lqt(~fff~1,~¢.J)£G~ffeyYA, '.:.::n~~4 -~:=:~, --~: 'N'/'.:, I hereby affirm that there is a construction lending agency for the performance of the work for which .this permit is iss4ed (Sec. 3097(i) Civil Code). L!=NDER'S NAME ::;::;;;::;:;;:;::;:;:::;::::::;:::::::;:::::::;::::-:::::::;;::::::-::-:::-::::::-;:-:::::;:::::::;:::::::...,-. ~~~~RLIC~N.E~E;RTJf'ICA;T!QN,, -~;:.; ;~:::::_;,·.:~.--,;,, , ':::•i' :: ;,"" (:' -~, I' certify that I have read the application and state that the above information is correct and that th!'! infqrmation on the plans is ac,curate. I agree to comply with all City ordinances ,and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY Ir,! CONSEQUENCE OF THE GRANTING OF THIS PERMIT. APPLICANT'S SIGNATURE ep and demolition or construction of structures over 3 stories in height. icial un r the provisions of this· Code shall expire by limitation and become null and void if the building or work days f the date of such permit or if the building or work authorized by such permit is suspended or abandoned f 180 a s (Section 106.4.4 Uniform Building Code)~ l l . . . DATE '1 _;21 _6 I WHIT : File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 01/23/2002 Permit# CB013110 Title: CALLAWAY/ INSTALL PALLET Description: RACKS FOR STORAGE OF OFFICE SUPPLIES Type:TI Sub Type: INDUS"i Job Address: 2261 RUTHERFORD RD ~ Suite: Lot Location: APPLICANT BEN PASCO Owner: CALLAWAY GOLF CO Remarks: FINAL RACK INSP Total Time: CD Description 0 Act Comments Inspector Assignment: PY --- Phone: 760930858·5 Inspector: Requested By: TRACEY Entered By: CHRISTINE 19 Final Structural -~------ Associated PCRs Inspection History Date Description Act lnsp Comments 11/29/2001 19 Final Structural CO PY NEED GONNECTING BRACE BETWEEN RACKS ___ , EsGil. Corporation 1.n Partners/i,ip wit/i, (jovemment for '13ui(aing Safetg DATE: 11/1/01 JURISDICilON: Carlsbad PLAN CHECK NO.: 01-3110 PROJECT ADDRESS: 2261 Rut11ierford Road PROJECT NAME: Raets for Callaway Golf SET: II ~ANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's buildi'ng codes. · [:gj The plans transmitted herewith will substantially ·comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checke.d by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. -D The applicant's copy ofthe check list is enclosed for the jurisdiction to forward to the applicant contact person. · D The applicant's copy of the check list has been sent to: [g) Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) /, · ax #: Mail . · · Telephone Fax In Person ~ REMARKS: City to field verify that the path of tr el from the handicapp~d parking space to the rack area and the bathrooms serving the rac area comply with all the current disabled access requirements By: David Yao Esgil Cor.poration Enclosures: D GA D MB D EJ D PC 10/25 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 f r ,, i EsGil Corporation 'l.n Partners/i.ip Wit/i. (jovemment for '13uiliiing Safetg DATE: 10/10/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3110 PROJECT ADDRESS: 2261 Rutherford Road PROJECT NAME: Racks for Callaway Golf SET:I D~ANT D~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D 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. D 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: Ben Pasco 10621 Bloomfield #5, Los Angeles, CA 90720 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the ~pplica.nt that the plan check has been completed. Person contacted: Ben Pasco Telephone#: (562)596-1974 Date contacted: 10I ,, /o, (by:h\)c) Fax #: (562)596-1781 Mail c:.--relephone D REMARKS: By: David Yao Fax......--In Person Esgil Corporation D GA D MB D EJ D PC Enclosures: 10/1 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 1 ,, Carlsbad 01-3110 10/10/01 GENERAL PLAN CORRJ=CTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2261 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/1 REVl~WED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 01-3110 DATE REVIEW COMPLETED: 10/10/01 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform. Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for com_mercial/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 O 1-3110 10/10/01 • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there ~re other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No l ,r ) Carlsbad 01-3110 10/10/01 1. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 2. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show a 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. Title 24, Part 2. 3. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 4. Indicate the clearance from the new racks to the existing building walls. 5. Note on the plans that the rack design loads will be posted per Section 2222.5 6. Provide forklift protection per Section 2222.5. 7. Provide complete calculation for rack type B, C, and D. The calculation provided for type A only. Recheck the "pallet" racks as follows: 8. .Include the 25% increase in vertical loading for impact per Section 2228.2 9. Recheck all connections on sheet 01-1432A 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.. 10. 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). 11. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to · perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ,) Carlsbad 01-3110 10/10/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3110 PREPARED BY: David Yao DATE: 10/ 10/01 BUILDING ADDRESS: 2261 Rutherford Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. racks per citv Air Conditioning Fire Sprinklers TOTAL VALUE· Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I • I Plan Check Fee by Ordinance · I • I Type of Review: 0 Complete Review. D Structural Only D Repetitive Fee [B Repeats ·Comments: D Other 0 Hourly ..... I· ___ ..... I Hour* Esgil Plan Revi~w Fee ($) 5,250 5,250 $68.891 $44.781 $38.581 Sheet 1 of 1 macvalue.doc PLANNINC/ENCINEERINC APP·RO·VALS PERMIT NUMBER CB O l 3 l \ 0· 0AT1= \0 { i/o / . Ai>DREss. :11 bl R u.±b(!c:£;,rd ~J. "RESIDENTIAL i : RESIDENTIAL ADDITION MINOR ( <$1·0~000.00) . , ''TEN.ltNT' IMPROVEMENT } -~P.lA'ZA· CAMINO REAL ' CARLSB~D COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING OTHER PIA ( l·~ f-R.a c-lL ---'--~--'--_.;;.._-----_......_------------- . DAT!= l {} I I ~ I ENGINEER. j. -----~---,.------OATIS ;J Ii/ rJ7 oocs/Misforms/Planning Engineering Approvals , ,Carl.shad _Fire Department 013110 1635 Farqday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 1011112001 ------------ Name: Ben Pasco Address: 10621 Bloomfield Ste. 5 · City, State: Los Alamitos CA 90720 Plan Checker: Job#: 013110 ------- Job-Name: Callaway Golf Bldg#: CE301~110 ------------------'------Job Address: 2261 Rutherford Rd Ste. or Bldg. No. [gl Approved O.Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be. reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have .submitted for review has been approved -$Ubject 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 <?Onstr-uct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 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 approyal. 1st 013110 2nd FD File# 3rd Other Agency ID · Carlsbad Fire Department 013110 1635 ra-rada~Ave. . . Fire Prevention (760) 602-4660 Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: _10_1_04_12_0_0...,..1 ~----~-- Building Plan Reviewed by: Name: Ben Pasco Address: 1062·1 Bloomfield Ste. 5 City, State: Los Alamitos CA 90720 Plan Checker: Job#: 013110 ------- Job Name: Callaway Golf Bldg#: CB013110 ------------------------ Job Address: 2261 Rutherford Rd Ste. or Bldg. No. LJ Approved LJ Approved Subject to IZJ Incomplete Review FD Job# 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. 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. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 013110 2nd FD File# 3rd Other Agency ID Requirements Category: Building Plan . R'equireinent: 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. Requirement: Pending 05.29 High Piled Combustibl.e Storage . . Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high piled stock piling is to be done, submit a complete storage plan and description of the commodoties to be stored. Show compliance with Article 81 of the Uniform Fire Code. Page 1 10/04/01 TEL: (909) 869 -0989 SEIZMU -INC. MATERIAL HANDLING ENGINEE~ EST. 1985 COMPANY -,----~C~IT~Y=---=O~F--=CA=--=R=L=Sc.-=B=-A=D'----DATE: ATTENTION: PAUL YORK FAX: ------~-- FAX: (909) 869 -0981 January 22, 02 NUMBER OF PAGES: __ 1 __ (COVERPAGEINCL.)TELEPHONE: ______ _ SUBJECT: CALLAWAY GOLF ROW SPACERS REF: CALLAWAY GOLF 2261 RUTHERFORD RD. CARLSBAD;CA.92008 PAUL, MEMO PLEASE NOTE THAT ROW SPACERS ARE NOT REQUIRED FOR THE RACKING AT THE CALLAWAY GOLF FACILITY IN CARLSBAD, CA. THE CALCULATIONS THAT WERE DONE FOR THE RACKING ANALYZE ALL OF THE SYSTEMS AS SINGLE ROW UNITS AND NOT INTERCONNECTED WHERE ROW SPACERS WOULD BE REQUIRED. NOTE THAT THE DRAWINGS MAY SHOW A GENERIC PICTURE OF A ROW SPACER ONLY FOR COMPONENT ILLUSTRATION BUT THEY ARE NOT NECESSARILY USED IN EACH PROJECT. 161 Atlantic Street Pomona California 91768 Contractors License NO. 665374 ,. MATERIAL HANDLING. ENGINEERING ·EST'. 1985 ·tEL :: {909)' 869-0989 FAX: (909) 869-0989 STRUCTURAL CORRECTION RJR CALLA WAY GOLF 2261 RUTHERFORD RD. CARLSBAD, CA. 92008 01~1432 DAW: 10.,22-01 BELOW ARE THE RESPONSES.TO YOUR PLAN CORRF.Cf10N SHEET: ,6_ . PLEAS~ .. SEE.I.{EVJSID CA.l.CULATION fj\GBS 22, 36 & 41fWHERE.ADEQUACY OF THE COLUMNS FO;R TYPFS B-,.C & D HA VE BEEN saoWN PER SECTION2222,5, OF THE 1997 UBC. NOTE THAT TYPE A IS IN AN AREA WHERE NO HEAVY DUTY EQillPMENT IS USED. 7.. PLEASE SEE REVISED CALCULATIONS WlJERE THE FULL ANALYSIS HAS BEEN SHOWN FOR TYPES A, B., C & D. &. PLEASE SEE REVISED CALCULATION PAGES 13A,.25. 39 & 51 WHERE ANALYSIS HAS BEEN PROVIDED FOR THE 25% IMPACT LOADING AS REQUIRED PER SECTION 2228.2 OF THE 1997 uoo. . ' A.PLEASE SEE REVISED CALCULATION PAGES 14. 21~ 40 &: 52 WBERE THE CONNECTION ANALYS!S HAS BEEN REVISED PER YOUR REQUEST. If.PLEASE SEE REVISED CALCULATIONS PAGE 13B & 26 FOR BEAMTO-BRAC.KEI' WELD CAPACITY. C.PLEASa SEE REVISED CALCULATIONS PAGE 14, Tl, 40 & 52 FOR BRACKEf WEAK AXIS MOMENT G.aEC.I(. . HJ •. PLEASE SEE REVISED CALCULATION PAGES 1213,C(fYPE A) 23,24(fYPE B), 37,38(IYPE C), 49',50(IYPED} FOR COLUMN WEAK AXIS BENDING PLUS AXIAL FOR TRANSVERSE SEISMIC LOADING. ' PI;EASE FEEL FREE TO .CALL.WITH ANY QUESTIONS YOU MAY HA VE REGARDING THE ABOVE .MATTERS. .' 1 I '@.• STORAGE RACKS DRIVE-IN RACKS CANTILEVER-RACKS MEZWIINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MOOOlAR·OFFlCES · GONDOLAS BOQKSTACKS MATERIAL ~~~Jf,~SNGINEERING EST •. _~~~~, _ CIT-I' APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION SPECIAL FABRl~TION S~ISMIC A_NAL YSIS OF STORAGE RACKS FOR CALLAWAY GOLF 2261 RUTHERFORD RD. CARLSBAD,CA. 92008 #01-1432 ALASKA ARIZCJIIA CALIFORNIA COLORADO IDAHO MISSOURI NEVADA NEW MEXICO OREGON PENNSYLVANIA UTAH · WASHINGTON 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869-0989 • FAX: (909)869-0981 . ,_ 'I, SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 AT!--ANTICSTREET •POMONA• CA 91768 PROJECT __ CA_L_LA_W_A_Y_G_O_LF _____ _ FOR._ __ P_Y_R_A_M_ID_S_T_O_R_A_G __ E_S_Y_ST_E_M_S __ · SHEET N0., ___ 2 ___ OF _____ 5_('&i_ CALCULATED BY __ B_O_B_S._ DATE 09-25-2001 TABLE OF CONTENTS SCOPE: 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 4-5 6-9 10 11 12 13. 14 15 16 17 18 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 INC. MATERIAL HANDLING ENGINEERING TEL: {909)869-0989 • FAX: (909)869-0981 161 A Tl.ANTIC STREET • POMONA • CA 91 768 PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ ~---- PYRAMID STORAGE SYSTEMS I, FOR _______________ _ SHEET N0., ___ 3 ___ OF ______ S_~_ CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BA VS. 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 , .. -----. L --------------, . 7--' 11 ........ i----1----1 .... [ TRANSVERSE L_ _____________________ _j LONGITUDINAL TOP VIEW J.. ' MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 A TL.ANTIC STREET • POMONA • CA 91 768 PRoJEcT ____ ----:c::A-;:L:-LA::-:-:-W=-A-::-:Y~u~·u~L_r ______ _ FOR._ __ P_Y_R_A_M_ID__:..ST..;_O.::_R:..::.A_:_G=.::E=-S=-Y:..:S:..:.T.=E.:..:_:M.::.S __ SHEET NO. 4 OF 5~ CALCULATED BY BOB s. DATE 09-25-2001 CONFIGURATIONS TYPE A· . r I ,,1e--5001b. 5 f-t-5001b. 4 14411 t-5001b. 3 f-t-5001b. -z !/ t-· 5001b. L 1 24" . T , , k 'I 7 2 II ----,I'~ . .f-30"..,j, TYPE B 500 lb . .,,- 9 ~ 5001b. r ~ 8 5001b. f-~ 7 5001b. +-6 \ 144" 5001b. +-5 f-5001b. +-4 5001b. 3 I +-5001b. ~ 2 L 5001b. f' 1 , r k 'I 1 20"----,I~ PROJECT . CALLAWAY GOLF PYRAMID STORAGE SYSTEMS , 1 FOR __________ _,:_....:...:..:;:.:..,;_:_ __ SHEET NO. S OF 5(p MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY BOB s. DATE 09-25-2001 CONFIGURATIONS TYPEC • • 5001b. r- ''--~ +--7 5001b. +--6 144" 5001b. 5 +--5001b. t +--' 4 5001b. 3 I +--5001b. +--2 L 5001b. r 1 • , L 'I 12011-----lk "'"4211 -.r TYPED 500 lb .,,-- 9 r +--I 5001b. , +--8 5001b. ~ +--7 5001b. +--6 144." 5001b. 5 +--5001b. t +--4 5001b. 3 I +--5001b. +--2 L 5001b. r 1 ~ F 120"--,,~ "'" 4 2 II -,I, PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ _ FOR ___ P_Y_R_A_M_ID_ST_O __ R_A_G_E_S_Y_S_T_E_M_S __ SHEET NO._ ____ 6 ____ OF _____ .5(_~_ MATERIAL HANDLING ENGINEERING TEL: .(909)869-0989 • FAX: (909)869-0981 161 All.ANTIC STREET• POMONA • CA 91768 CALCULATEDBY __ B_O_B_S_._DAT-E_0_9_-_2_5_-_2_0_0_1_ TYPE A SPECIFICATION 5001b. 135# r 172# ~ -; '--l::;;::====::::::::1 l l=:=====5=0=01=b·=:::1.l.2!# 2 ~ 1 _-__ ~# 24" -FLOOR SLAB 5" X 2500 PSI. REINFORCED 144" -l , 500 lb. 81 # ~3# -MAIN STEEL -BASE PLATE STEEL -ANCHOR -WEDGE TYPE 55000 PSI 36000 PSI 1 /2 X 3-1 /2 -SOIL BEARING PRESSURE 1 000 PSF r. 3 - -SEISMIC ZONE 4. , ...... ,., ............. ._ .......... ·-..................................... --+·-_-.... --z 5oo lb. J.4 # -TYPE = SINGLE ROW UNITS. t" . l 500 lb. : 7# SL' / 24" , l 69# ... 34# • . 7211 --k I u = 72" ,r-30"-,r SECTION 1 2 3 4 5 AXIAL FORCE 1,450 lb. ·1, 160 lb. 870 lb. 580 lb. 290 lb. MOMENT 4,476 in.lb. 2,279 in.lb. 1,953 in.lb. 1,465 in.lb. 814 in.lb. TYPE A DESIGN LOAD = 500# BASE PLATE COLUMN 3X1-5/8X14GA(LU21) STRESS =0.52 3 X 3 X . 187 5 -V CO LU Mt 1----+------------1 BASE PINNED BRACING BEAM MOMENT 3,752 in.lb. <-std.conn. 2,491 in.lb. <-std.conn. 2,084 in.lb. <-std.conn. 1,514 in.lb. <-std.conn. 782 in.lb. ~std.conn. BEAM -3-5/16x'2-3/4x14GA/311 H"V MAX LOAD/LEVEL= 4,100 lb. BEAM IS 0.K. SLAB & SOIL OVERTURNING "V ANCHOR STRESS= 0.51 HORIZONTAL -J DIAGONAL -J "V 1 1 /2 X 1-1 / 4 X 14 GA . 1 1 /2 X 1-1 / 4 X 14 GA PUNCT. STRESS = 0.45 # OF ANCHORS = 1 STRESS= 0.07 STRESS= 0.33 BENDING STRESS =0.29 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 TYPE B SPECIFICATION -MAIN STEEL 55000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 CALLAWAY GOLF PROJECT ________________ ~ PYRAMID STORAGE SYSTEMS ' ., FOR. ________________ _ SHEET NO .. ___ ? ____ OF _____ '5_<o_ CALCULATED BY BOBS. DAT...,_E_0_9_-.,...2_5_-_2_0 __ 0_1_ 5001b. 175# 2~" ,(:::9;:::====:::::::::===I '-_,. "f-S00Jb. ,- 1f" l=::8====:::::::::::::::===I r 5001b. 1f" -7;::=====I r .....,, soo1b. 223# ., 169/ 146# __.,. __ · 12.,3# 100# -FLOOR SLAB 5" X 2500 PSI. REINFORCED 14411 1 r 1=::6;::=:===:::::::::::::::===1 "f-500 lb. 1r -5====:::;::f -77# -SOIL BEARING PRESSURE 1000 PSF -f-,_ 500 lb. ,r _4==== ... -SEISMIC ZONE 4. "f-.,_.., S00lb. 53# .. -TYPE = SINGLE ROW UNITS. 1f'' -3;::::::::::::::======I -f-.....,. 5001b. 30# • 7# > SECTION AXIAL FORCE 1 2,610 lb. 2 2,320 lb. 3 2,030 lb. 4 1,740 lb. 5 1,450 lb. 6 1,160 lb. 7 870 lb. 8 580 lb. 9 290 lb. 1f'' _2==== r _ 5001b. " 1 IJL 12011 ~ ~ 4211 -,t lu = 12011 MOMENT BEAM MOMENT 366 in.lb. 1,898 in.lb. <-std.conn. 2,179 in.lb. 2,768 in.lb. <-std.conn. 2,106 in.lb. 1,979 in.lb. 2,668 in.lb. <-std.conn. 1,798 in.lb. 2,513 in.lb. <:-std.conn. 1,562 in.lb. 2,305-in.lb. <-std.conn. 1,271 in.lb. 2,041 in.lb. <-std.conn. 926 in.lb. 1,724 in.lb. <-std.conn. 1,229 in.lb. 1,702 in.lb. <:-std.conn. 1 ? ":l Q in lh ...-_c,i-,-1 ,.,.,.n,... TYPE B DESIGN LOAD = 500# BASE PLATE COLUMN BEAM -v "' 3X3X14GA(LU72) "' 7.75 X 5 X .375 COLUMN. STRESS =0. 2 3 4-1/32x2-3/4x14GA/485H Mbase = 366 in.lb. MAX LOAD/LEVEL= 3,234 lb. BEAM IS O.K. OVERTURNING B_RACING SLAB & SOIL "' HORIZONTAL ,,J DIAGONAL ,,J "' ANCHOR STRESS = 0. 1 3 1 1/2 X l-1/2 X 14 GA 1 1/2 X 1-1/2 X 14 GA PUNCT. STRESS = 0.39 # OF ANCHORS = 2 STRESS= 0.13 STRESS= 0.37 BENDING STRESS =0.32 >l ,, JI SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-09·81 161 ATLANTIC STREET• POMONA• CA 91768 TYPE C SPECIFICATION -MAIN STEEL 55000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ _ FoR ___ P_Y_R_A_M_ID_S_T_O_R_A_G_E_S_Y_ST_E_M_S __ SHEET NO 8 OF 5<t, CALCULATED BY BOBS. DATE 09-25-2001 5001b. 1f' -======f "f-,....,, 5001b. 200# • • 167# __ __. -FLOOR SLAB 5" X 2500 PSI. REINFORCED 144" 1f_'' -6=====1 -,f-__, 5001b. 1 ~".. 1=5======1 r 5001b. 135# ..... -SOIL BEARING PRESSURE 1 000 PSF -SEISMIC ZONE 4. -TYPE= SINGLE ROW UNITS. 1f' -4==:;:==::::::::::::::::==1 ,f-,...,, 5001b. 1~" -3==== ,f-,_,, 500 lb. 1f' 1=2======1 ,f-500 lb. II 1 103# __., 71# ... 39# .. 7# ~ ~ ~ ,. 1 20" ,i .f-42"-,f, lu = 120" SECTION AXIAL FORCE MOMENT BEAM MOMENT .. 1 2,030 lb. 285 in.lb. 2,036 in'.lb. <:-std.conn. 2 1,740 lb. 2,538 in.lb. 3 1,450 lb. 2,399 in.lb. 3,094 in.lb . ..:s-std.conn. 4 1,160 lb. 2,147 in.lb. 2,898 in.lb. <-std.conn. . 5 870Ib. 1,780 in.lb . 2,589 in.lb. <:-std.conn. 6 580 lb. 1,301 in.lb. 2, 1 66 in.lb. <:-std.conn. 7 290 lb. 707 in.lb. 1,629 in.lb. <-std.conn. 979 in.lb. <:-std.conn. TYPE C DESIGN LOAD = 500# BASE PLATE COLUMN BEAM -v -v 3X3X14GA(LU72) -v 7.75 X 5 X .375 COLUMN STRESS =0.21 4-1/32x2-3/4x14GA/485H --MAX LOAD/LEVEL= 3,234 lb. M base = 2 84 in. lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL -v HORIZONTAL -v DIAGONAL -v -v ANCHOR STRESS = 0. 10 1 1/2 X l-1/2 X 14 GA 1 1 /2 X 1-1 /2 X 14 GA PUNCT. STRESS = 0.31 # OF ANCHORS = 2 STRESS = 0. 1 0 STRESS= 0.29 BENDING STRESS =0.22 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 TYPED SPECIFICATION -MAIN STEEL 55000 PSI -BASE PLATE STEEi,. 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 PRoJEcT __ C_A_L,..,..LA_W_A_Y_u_·u_L_~ ____ -,.._.........,, PYRAMID STORAGE SYSTEMS ., _, .r FOR _______________ _ SHEET NO. 9 OF ' '5ft;. CALCUL.ATED BY BOBS. DATE 09-25-2001 500Ib. 155# 1 f>" 1=9;::==:::::::::::::::::::::::=1 '--_,.., "f"-S0Olb. ,.... 1f>" -8======1 r _ 500 Ib. 1p 11 -7;:::======t -;f'--t--: 500 lb. 1 II 6 197# • ~ ~# 127# l-----1 _,.., • FLOOR SLAB 5" X 2500 PSI. REINFORCED 500Ib. 144 II , l=;;;;::::::::::::=:::::::::::===1 1p 11 .-5======1 103# _,. -SOIL BEARING PRESSURE 1000 PSF -;f'--.-500 lb. 1p" -4======1 ~# 56# .... -SEISMIC ZONE 4. r _ sooIb. • TYPE = SINGLE ROW UNITS. 1p11 ._3;:::=========t r --5001b. 32# • 9# ,. SECTION AXIAL FORCE 1 2,6101b. 2 2,320 lb. 3 2,030 lb. 4 1,740 lb. 5 1,450 .lb. 6 1,160 lb. 7 870 lb. 8 580 lb. 9 290 lb. , p" _z======t r....., sooIb. II 1 120''-' --,1k lu = 120" "'"4211 -.r MOMENT BEAM MOMENT 366 in.lb. 1,714 in.lb. <-std.conn. 1,812 in.lb. 1,748 in.lb. 2,405 in.lb. <-std.conn. 1,637 in.lb. 2,317 in.lb. <-std.conn. 1 ,480 in.lb. 2,183 in.lb. <-std.conn. 1,276 in.lb. 2,003 in.lb. <-std.conn. 1,776 in.lb. <-std.conn. 1,026 in.lb. 1,504 in.lb. <-std.conn. 731 in.lb. 388 in.lb. 1, 1 84 in.lb. <-std.conn. ~ 1 Cl in lh ...... c:t-rl rnnn _ TYPE D DESIGN LOAD = 500# BASE PLATE COLUMN BEAM -J -J 3X3X14GA(LU72) -J 7.75 X 5 X .375 COLUMN STRESS =0.21 4-1/32x2-3/4x14GA/485H Mbase = 366 in.lb. MAX LOAD/LEVEL= 3,234 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL · ANCHOR STRESS= 0. 1"'i HORIZONTAL -J DIAGONAL -J -J 1 1/2 X 1-1/2 X 14 GA 1 1 /2 X 1-1 /2 X 14 GA PUNCT. STRESS= 0.35 # OF ANCHORS = 2 STRESS= 0.13 STRESS = 0. 3 7 BENDING STRESS =0.27 .,.. .,,, PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F _____ _ FOR._, ___ P_Y_R_A_M_ID_S_T_O_R_A...:.G_E...:.S __ Y~ST.::...::E=..M..:...:S ___ _ SHEET N0 .. ___ 1_0 ___ . OF 5{? MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC SlREET • POMONA • CA 9·1 768 CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 -. - LOADS & DISTRIBUTION :rv·PE A - LIVE LOAD PHR SHELF = WU = 500 lb (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = Wdl = 80 lb TOTAL LOAD PER FRAME = 2,900 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE · V = ((2.5 x Ca x I)/ R) x Wtotal Wtotal = (WII + Wdl) x n n = # of shelves +- 144" l +- Seismic Zone = · 4 1.;, 1 l Ca= 0.44 R(long) = 5.6 R(trans) = 4.4 LONGITUDIAL DIRECTION Soil Coef. = Sd Na= 1.0 Nv = 1.6 Vlong =· (2.5 x 0.44 x 1 )/(5.6) x W) / 1.4 24" -407 lb w/ working stress reduction Fi= VWhi / l:Wh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.44 x 1 )/(4.4) x W / 1.4 = 51 8 lb w / working stress reduction Fi = VWhi / l:Wh 5001b. 135# 5001b. 4 5001b. 3 5001b. 5001b. 1 ~ 'I 72" ~ 'I I u = 72" r 172# • f-138# ____,. 103# f- __. 69# ... L 34# • ~ 30",I, SEIZMIC PROJECT __ C_A_L_LA_W_A_Y_G_O_L __ F _______ , __ ,;_._ INC. FOR~~_P_Y_R~A_M_ID_S_T_O_R_A_G_E_S_YS_T_E_M_S_' __ J SHEET NO. 11 OF ~ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY BOBS. DATE 09-25-2001 LONGITUDINAL ANALYSIS :TYPE A 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 = 4O7 lb. Vcol= 203 lb. F 1 = 14 lb. F2= 27 lb. F3= 41 lb. F4= 54 lb. F5= 68 lb. BASE ASSUMED PINNED. Mbase = O in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 1450 4475 2 1160 2278 3 870 1953 4 580 1464 5 290 8'13 Mco·nn 3752 2490 2083 1514 F2 / 1 24 in. Beam to Col.Conn. I ft~ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)8()9-0981 161 ATLANTIC SlREET • POMONA • CA 91 768 COLUMN ANALYSIS :TYPE A PROJECT __ C_A_L_LA_W_AY_,_G_O_L_F _____ _ PYRAMID STORAGE SYSTEMS FOR. ______________ _ SHEET N0., ___ 1_2_P\ __ OF _____ 5i_b_ CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. Pmax = 1,450 lb. Mmax = 4,476 in.lb. Kxlx/rx = 1.2 * 23 / 1.1205 = 24.6 Kyly/ry = .8 * 52 I .6269 = 66.4 <-GOVERNS Cc = (2nA2E/Fy)A.5 = 102~0 SINCE Kl/r <= Cc, Fa = .522Fy -[(kl/r*Fy)/1494JA2 = 22,742 psi. fa = Pmax/ Area = 3,367 psi. fb = Mmax/Sx = 12,323 psi.· fa/Fa =0.15 <=.15 fa/Fa+fb/Fb <= 1.33 Fb = .6*Fy = 33,000 psi. fb/Fb = 0.37 COMBINED STRESS= 0.52 ,rA---1 == i z 2i == ,, B _·t SECTION PROPERTIES A= 3" B = 1.625" C= .75" D = 0" E = 0" Wt.= 1.558# t1 = .0747" t2 = 0" Area = .4307" AZ Ix= .5448"A4 ly = .1693"A4 Sx = .3632"A3 Sy= .1957"A3 rx = 1.1205" ry = .6269" - T 1 24" 52" l:=====:::j + 23" + 52" + Front View Side Vie\\- PROJECT CALLAWAY GOLF ''· FOR PYRAMID' STORAGE SYSTEMS SHl;:ET NO. cA1£1zJk.A.J:Ef) av ·12e, OF 5°{Q MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA• CA 91768 BOB,S. DATE 10/2.3/01 .COLUMN ANALYSIS (3X3X14GA) CROSS AISLE LOADS ANALYZED PER DIV VII, CHAP 22 OF THE 1.997 use: SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pstatic= 1 i450 LB P~eismic= S24071N:-LB/30 IN = l,747 LB. Ptotal= 3, 197 .LB My= V*h = 5l8 LB* 7 IN =· 3,626 IN.-LB Kxlx/rx = 1.2*10 JN/1.2-35 IN = .9.7 KyLy/ry = 0.8*52 IN/1.087 lN = 38.3 <=== (Kl/r)max AXIAL Fe= nA2E/(,Cl/r)max/\2 = 198.8 KSI Fy/2= 27.5 KS1 SINCE, Fe > fy/2 THEN, Fn= Fy(1-Fy/4Fe) =. 55 KSl*[l-5.5 KSl/(4*198.8 KSl)J = Sl.2KSI Pn= Aeff*Fn = 33.1738 LB ·fle= 1.92 Pa= Pn/Oc = 33-738, LB/1.92 = l7,57ZLB' P/Pa= 0.18 > 0.15 ·· FLEXURE CHECK: WPa + (Cmx*Mx)/(Max*µx) ~ 133 P/Pa.o + Mx/Max :S 1.33 Pn0=.Ae*Fy = 0.659: fN:11.2 *55000 PSf' = 3~245 LB Pao= Pno/fic = 3(;2.4'51..-\3/1 ;92 = 18,878 LB Myiel,d=My=, Sy,:*Fy THUS, = O,49'8: IN"'l * 55000: PSr. = 37, 125 !N-,t,.B Max= My/nf = 37l2.5 ¾N-tBf1 .'67 = 22,23.t lN-LB Per= nA2Ef/(KL}maxA2 = 'FfA2*29'-500000-PSFl.(©':.·8*-5-2 IN}f-2 = 131,229 LB QiQ. C4.1:-t )' (EQ. C4-3) (EQ C4-2) (EQ C4-1} {EQ. C'S-1) (EQ CS-2) SECTION PROPERTIES A= 3.0IN B= 3·.Q,JN C= 0.7S'IN' t = 0.07501N h Aeff = -0.659 1NA2 lx = 1 J)r2 '\Nt-.4 Sx = 0.675 INA3 rx:= 1.23.S IN V= St8l8 Mseismic= 52,407 IN~LB n= 7·1N ly = 0. 780' IN'~4 'Sy = 0.498 1NA3 ry =: 1-087 IN ·~=12 DEPTH= 3.0 IN Lx = 10.0 IN Ky=0.80 Ly =.SZ~O'IN· fy= 55·KSi E= 29,500 K:St ·ftf= '1.-67 Cmx= l.O Cb=l.0 /JX= fl /f1·-{fic*Pf:PcF.J,J~ ... t, = {1/{1-(1.92*3197 U3/131229 ,l::B)]}A-1 = 0.95 {3"19.7 lB/1-7572 'L6:} +.,(1 *3626 .tN-.L8l/{2-22311N-:l-B*0.9S'}. = (3ii9:7 Wt8S78· LB} T {l626 JN;.W2223-1 IN-LR)= ·0.3·5 033 <, 1.:3sf ,o:i< .(-.EQ.,cs.:n < 1~33.,. OK (EQ CS-2:) J, ~. MATERIAL HANDLING ENGINEERING TEL: (909) .869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT · FOR SHEET NO. CALLAWAY GOLF ---------------PYRAMID STORAGE-SYSTEMS l2C. OF BOS.S. DATE 10/23/01 ---------- L:QLUMN ANALYSIS (~X3X14GA} DOWN -AISLE LOADS ANALYZED PER PIV-VB, CHAP 22 OF THE 1997 USC. SECTION PROPERTIES .BASED ON tHE EfffCTIVE SECT~0N. P= · l,.450. LB M= 4,476 lN,--LB · Kxlx/rx = 1 .Z.*10 IN/1.235 !N = 9,.7 ~yLy/ry = 0~,8*52 iN/'1.087 ffil AXIAL = 38.3 <= (Kllr}max F-e= n:A2E/(~Ur)max"2 = 198.8 KSI Fy/2= 27.5 KSI SINCE, Fe >·Fy/2 THEN, Fn= fy{l-Fy/4Fe) = 55 KSl*[l-55 KSV(4*1.98.8 KSl)J = 5t.2KSl P-n= Aeff*tn = 3'3,738IB Oe= 1.92 Pa= Pn/flc = 3:3,1,3a. UJ/1 .92 = 17~572'1:..8 P/Pa= 0.-08 < 0. 15 (~Q. C-4, i-t) {EQ. C4-3) (fQC4-2) (EQC4-1) SECTION PROPERTIES. A= .3'.0'IN' B= 3.01N C= 0..75 lN t = '0.07~·0·1N: Aeff = 0.659 INA2 Ix= 'f.01-2 IN/\-4 Sx = 0:675 fNAJ' rx= 1.235 lN ELEXURE ly = ,0.780 lNA4 Si = 0.4:SS lN-1'"3- ry = 1.0871N Kx= 1.2 QiE{;K': ?!Pa + Mx1Max :S l .33 Pno;:=:Ae*Fy = o:osg fN'""2 *ssooo PSf = 36,245 u~ Pao= Pno/nc = '3G24S-!.:B/1 .'9-'2 =-1'8,878 LB Myield=My= Sx*fy THUS, =' 0'.-6:7-5 fNA.3, * 5-5000 P-Sf = 37,1251N-LB Max= My/Of -= '3.11.25 tN.-.lB/1. .:67. = 22,23 l. IN.-LB Per= nA2Ef/(KL)max.A2. ~ Tf.Al.~!500000, P.Sf/(0.8*52 ~2 = 1.31;229 LB -~'CS-'3) tx = 10.0 IN Ky= 0.80 1,.y=.S~OlN fy= '5-S.\<.S\ E= 29,500 KSf M= 1-.67' Cmx= 1.0 Cb= 1.0 /IX= fU[T-(Oc*P/Pcr}l}A-1 = flfft-{'f..92;1,1"450IBl'f;3'f22g tB}U-"-l = 0 .. 98 {1450 ·tB/17572 LB} + { 4476 tN-tB/22231 IN-US} = 0.'26 < 1.33. OK -{£Q CS-'3) SEIZMIC PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ___ . _. ___ .._, -- PYRAMID STORAGE SYSTEMS 'I FOR ______________ _ INC. SHEET NO. 13A , OF 5e, MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-25-2001 BEAM ANALYSIS :TYPE A BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, AL THOUGH 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 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 72.0 in. I max= [1950 + 1200(M1/M2)]b/Fy SINCE M1 /M2 = 1.0 I max= 3150*b/Fy = 158 in. t-----2. 7 5" t-1.75"-+ 1.625" SINCE lmax > lact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY \Z:Z:::l"I_J_ M = Sx* Fb = wlA2/8 = 20757in.lb. CAPACITY = 2(8*M/I) = 41 OOlb. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). Dt. = 5wlA4/384EI CAPACITY= 2[(384El)/(5*180*IA2)] = 5496Ib. 3.312" t = .0747 in. Sx = 0.629 in.A3 lx=1.132in.A4 MAXIMUM STATIC LOAD PER LEVEL IS 4,100 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2/8 = LIVE.LOAD*L/(2*8) Mallow(static) = Sx * Fb Mimpact = 1.125*Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic 1 2 3 4 5 2250 2250 2250 2250 2250 1: 125 Mstatic (Sta tic) 2531 20757 2531 20757 2531 20757 2531 20757 2531 20757 3752 2.490 2083 1514 781 Mallow (seismic) 27675 27675 27675 27675 27675 RESULT GOOD GOOD GOOD GOOD GOOD J' MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT FOR SHEET NO. C:AtE:UlAl:ID· BY CALLA WAY GOLF PYRA~fD STORAGE SYSTEMS l3t, OF 5C,, BOBS. DATE 1:0/23/0l STEP BEA~ WELD SECTION PROPERTIES & CAPACITJES SCOPE: DETERMINE THE EFFECTIVE SECTION. PROPERTIES OF THE MEMBER WELD SHOWN' "BELOW."THE_'EffECT Of 'THE ROUNDID CORNERS ARE "TAl{EN'lNTO A{:COUt-ff • -----,, I I ., L--- TYPE "A" Wfl D C= "-'-u= twe(d*= 0.125 1N fll= 71)-f-ot)O·'PS\ . ~---,· -·-- EFFECTIVE ~CflON PROPERTY fQR WELD El.EMENT WIDTH HElG~ t o~ooootN 0.0000 IN 2 0.-1250-JN 3~3120JN· 3 0.0000 IN 0.0000JN 4 .0.0000 IN O.OOOOJN s 0.0000-W. 0~0000\N 6.-0.1250-IN-1.68-70-IN _----,,· . . . . .TYPE "C" WELD Y-BAR ELEM. 0.0000 IN 1~6560-IN· 0.0000 IN 0.0000 IN OJ)OOO\N: Q.843S.1N: !,AREA= TYPE '~0" WELD AREA 0.0000 INA2 ;°",.,.,,.,.-.. OA140·JNA2 : g:gggg ~~~ :::'.i:-.:-;:-::::\,::;:y:::-):,fffi~:--:· ~-~~: ~~:~ ;:;:;;::is;:!5115:':;;:;:;}: 0.62491NA2 y bar= 1 .382 1N 0.0000 INA4 0,,4.096 JNA4· · 0. 00.00 JNA4 .O.OOOOWA4 O:OOOOlW"4 0.1-11-f INA4 Ix= 0.52071NA4 WELD MOMENI CAPACITY UNDER SEJSMJC lQAPJNG CAPACITY= 0.3 * Fu * Sx-weld ~ 1 .33 = 0.3:: * 70000 PS(* 0.27 INA3 * 1.33. = 7~53.4 IN-IB MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CAlCUl:A"FEB· B:V CALLAWAY GOLF PYRAMID STORAGE .SYSTEMS · ~ 14 OF 5~ BOBS.-E>-ATE l0/23/01 -'BEAM TO COLUMN.ANALYSIS: INTERLAKE STANDARD(14GA COLUMN) Mconn max= · Mconn. seismic + Mend =f 3,752 IN-LB j. -CONNECTION· CAPACITY DEPENDS·-ON THE FOLLOWING PARAMETERS: 1) SHEAR CAPACITT OF STUDS STUD DIAMITTR= 7 /16 IN Fy= SS.,OQCJ PSI- Pmax-shear= 0.4 * fy * Area = 0.4 * 55000 PSI * {0.4375 IN)A2 * n/4 = 3,307.3 LB 2} BEARING CAPACITT ON, C0LUMN: Fu:;= 65,000 PSI Pmax-brg=· Bearing Area * Fbearing = (0.5. *thickness)* (1.0 * Fu) = (0~ 5 * 0.07'5 IN) *' (T .O· *65000 PSIJ · = 2,437.50 LB < 3307.3 LB . 3) MOMENT CAPACITY OF BRACKET Mcap= Sbracket * Fbending. = 0.11 INA3 * 0.66 * Fy = 3,993 IN-LB C= Mcap/0.75 = 1.11' * Pl THUS,, Pl;= 1:.20·* Mc.ap:· = 4,792 JN-LB > 3307.3 LB THUS, GOVERNING VALUE IS THE MIN VAWE OF P1~ Pl-eff= 2,438 LB MC0r.1n.-arfow=· P.t'*4. 5 IN + ·f>2*0: 5 IN' = 4.55 * P1-eff * 1.33 = 14,788 IN-LB > Mconn max, OK Mupper 11 Mcon11 . Mconn _,o o_________.·)·. -aO O. Pl Mlower- 1" 1 4" C= Pl+ P2 = Pl+ P1*(0.S/4.S) = l..tl*Pl Sbracket= 0.110 INA3 ,l f 'l t-IJ PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F _____ _ FoR._ ___ PY_R_A_M_ID_S_TO_RA_G_E_SY_S_T_E_M_S __ SHEET N0 ___ 1_5 ___ OF 5Ct, MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC SlREET •POMONA• CA 91768 . CALCULATED BY BOB s. DATE 09-25-2001 TRANSVERSE ANALYSIS : BRACING :TYPE A 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 = 51.8 Vdiag =Vtrans * Ldiag. / D =895# kl/rmin = [ 1 * 51.8] / .4085 = 127.0 Fa =[12nA2E]/[23(kl/r)A2] = 9256 psi. fa/Fa =Vdiag/(Area*Fa) = 0.33 DIAGONAL AND HORIZONTAL BRACING l L= 52" l Area= .295 ""2 rmin= .4085 11 t= .0747 II W= 1.5 11 H= 1.25 11 SEIZMIC PROJECT __ C_A_LLA_W_A_Y_G_O_L_F ____ .;;...' _ _,._ PYRAMID STORAGE SYSTEMS '· f FOR, ______________ _ INC. SHEET N0 .. ___ 1_6 ___ OF 5~ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY BOB s. DATE 09-25-2001 OVERTURNING :TYPE A ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 22.W. 7.1 OF THE 199'.:1-Uniform Building Code. FULLY LOADED TOTAL SHEAR = 517 lb. Mot = Vtrans * ht * 1 . 1 5 = 517 * 87 * 1.15 r = 52407 in.lb. Mst = L(Wp+.85wDL) * d/2 t-= ( 2500+.85 * 400) * 30/2 = 42600 in.lb. t-Pup lift = 1 (Mot -Mst)/ d = 326 lb. <-CRITICAL L TOP SHELF LOADED SHEAR = 103 lb. Mot = Vtop * h * 1 . 1 5 = 103 * 120 * 1.15 = 14292 in.lb. Mst = (Wp+wDL) * d/2 = ( 500+.85 * 400) * 30/2 = 12600 in.lb. Pu plift = 1 (Mot -Mst)/d = 56 lb. USE 1 ea. 1 /2 x 3-1 /2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 875 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESS1 = 326 / 875 + 258 I 1840 = 0.51 COMBINED STRESS2 = 56 / 875 + 51 / 1840 = 0.09 172# • 138# __,., \ 103# __,. 69# V _,. 34# • } 3011 -.r MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC SlREET • POMONA • CA 91768 BASE PLATE :TYPE A PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ _ FOR _____ P_Y_RA_M_I_D_S_TO_R_A_G_E_S_Y_ST_E_M_S __ SHEET N0. ___ 17 ___ OF 5<o CALCULATED BY BOBS. DATE 09-25-2001 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, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 3196 lb. B = 3 in. P/A = Pcol/(D*B) = 355.2 psi. Mbase = wlA2/2 = ,fA2/2(fa) Mbase = 0.0 in.lb. D= 3 in. b = 3 in. Sbase = 1 *tAZ/6 = 0.006 in.A3 Fbase = . 75Fy * 1.33 = 36000 psi. t = .1875 in. b1 = 0 in. fb/Fb = Mbase/(Sbase*Fbase) = 0.000 iPcol bl+-'b-+ bl B ----- fa 1111111 SElZMtC · PROJECT. __ C_A_L_LA_W_A_Y_G_O_L_F-___ _._,_........;._ INC. PYRAMID STORAGE SYSTEMS • 1· FOR--,--------------- SHEET NO 18 ·oF Sfo MATERfAL l:tANDUN.G EN:GlNEERll'iGi TEL: (909)869-0989 • FAX: {909)869-09'81 161 .ATLANT:IC STREET• POMONA• CA 91768 CALCUtATED BY 808 S. D·ATE 09--25-2001. · SLAB AND s0·1L .:TYPE A THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, lT WILL BE ASSUMEJJ:TO-DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE P max = 1.4 DEAD LOAD + l. 7 LIVE LOAD / Pmax =· l .4· * Pcef ·+ T-. 7 *· (Mot/d)· = 5,000 ·lb. Fpunct = 2*"sqrt(f~c) = "100.0 psi. :. Apunct = [(w+t/2)+(d+t/2}}*2*t = l 1.0.0 in.A2 · fv/fv = Pmax/{Ap.unct*Fpunct} = 0.45 (b} SLAB TENSlON Asoil = Pmax/(1.33 * fsoU) = 3.75 ft.AZ -540 in.AZ L = sqrt(Asoif) = 23.2 in. B =: sqrt(w*d) + t = 8.0 in. b = (L-B)/2 = 7.6 jn. ·Mc-one·= wbA2./2 = {'\ .33*fsoi\*hA2)/(144*2} -268.7 in.lb. Scone = T*tAZ/6 ·= 4~ 17 irr.A3 Fconc = 50 *sqrt(f'c) = 225.00 pst fb/Fb = Mconc/(Sconc*Fconc) = 0.29 L-------,.,< BASE PLATE w = 3 in. d-=3-in~ CONCRETE t = 5 in~ f1c: = 25.00 psL SOIL fs = 1000 pst ·., .c PROJECT _ __:C_A_L_LA_W_A_Y_GO._·_-Lf_-~-=--=~=---- FOR __ . ___ P_Y_RA_-M_ID_._ST_O_RA:_:GE_·_S_Y_ST_EM_S_: __ SH.EET NO _____ l '\_OF ____ -_-_5-"'(.._ · MATEIUAL HANDUNG ENGINEERING-.. TEL~{9'09}8&9--0989 • FAX; {909J86'9:.ogs1 16_1 All.ANTIC STREET• POMONA• CA 91_768 CAJ:.Cut..ATff)'• 8-Y BOB· Sr DATE 09-25-2001 ·LOADS & DISTRH3UTION :TYPE.B LIVE LOAD P.ER SHELF = WU = 500 lb (BASED ON Ci.JENT SUPPLIED-DATA} DEAD LOAD PER SHELF = Wdl ·= 80 lb TOTAL LOAD PER FRAME = 5,220 lb +-9· SEISMIC SH_EAR BASED ON SECTfON 1630.2. T OF THE 1997 UBC WHERE ~-8 7 V = ('(2.5 x Cax 1). / R) x Wtotal Wtotal. = (WU + Wdl) x n n = # of she-fves· Seismic Zone = 4 I.= Ca= 0~44 Soil Coef.. = R(long) = 5.-6 Na= R{trans) = 4~4 'Nv= LONGITUDIAt DIRECTJQN Vtorig = (2.:5 x 0.44·x 1)/(5.6) x W) / 1.4 ~ t44"' ~ . I -+--~ +-1 !f=-11 Sd 1.0 1L6 = 73:2 lb w/ working -stress ,;;eduction Fi = VW-hi / l:Wh . TRANSVERSE DIRECTION ) . Vtrans = (2~5 x 0~44 x 1)/(4.4) x WI 1.4 -932 lb w/ working stress r-eduction Fi:= VWhi / l1Wh -_ 6 '5· 4 : 3: 2 1 k hf:= 5QOlb. 500:(b-. 5001b. 5001b. 5001b. 5001b . 500:fu •. SOO·lfr. , SOOlb. 120"' l20ll 175# '1-33# 115# L >t 2.23# JI SElZMIC ANC. MATER1AL HANDLING ENGINEERING "££.\:.,:. {\30-4}SS9--0-9BS • f p;f..: {,~}8£9-01.¼81 T6T ATLANTIC STREET• POMONA • CA 91768 PROJECT __ C_A_·t._LA_, W_A_Y_G_O_L_F __ -____ :.r J' FOR ___ P-_Y_.RA_·_M_ID_·S_T_O_R_A_G_E_S_YS __ t_.E_M_S __ SHEET N0. ______ 2_0 __ Of -S~ i:A1..cut.ATI:o ·s·Y sos s. DATE 09.-zs ... ,2001 ~-LONGtTUDINAL. ANALYSIS. :TYPE B ' ,. i:' :: ',, 1- -THE ANALYSIS IS BASED ON THE PO~TAL METHOO, WITH THE POINT OF CONTRA FLEXURE Of THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS., EXCEPT FOR THE LOWEST PORTJON, WHERE THE RASE PLA1l:. PROVIDES ONLY ·PAR"TIAL fOOTI~ 'THE CONfAA'flEXURE \S-ASSUME.O TO OC.OlR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY· MOMENT}~ Vlong = 2 * Vco1 = 732 1b. Vee\-= 3£:S ,o. Fl.= 3. lb. FG= 48 lb. f2= 12 .ff>. FT= 58 fb. F3= 21 lb. F8= 67 lb. F4= 30 fb. F9= 88 lb. F 5'=-3;9 lb .. 4m .. < 'BASE PROVJDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 36-6 inJb~ Mupper + Miower = Mconn'R' + Mconn'L'· Mconn'R,..:::;: Mconn,.e· E Mconn * 2 = Mupper + Ml.ower Moonn = {Mupper + M1ower]/2 RESUL "T\NG FORCES ON-COLUMN SECTfON AXlAL LOAD MOMENT Mconn 1 2610 366 1897 2 :2320 2179 27f,7 3 2030 2106. 26,67 4 1740 1979· ,2'513 5 1450 1797 2304 6-t 1.G!O \S~l 2041 7 -8'70 1211 1723 8 58tl 926 1702 ·9 290 1228 MATERW.. l:¼ANDUti.G ENGlNEERING TEL~ {90'9J869·-<J98SJ·• FAX:-[909)869-D9B.1 161 AllANTIC SlREEf • 'POMONA • CA 9l768 COLUMN ANALYSIS .:TYPE a· PRoJeci:. __ c_A_L_:LA_w_.A_Y_G_o_. L_F ______ _ -fo'R ___ P_Y_RA_M_ID_._ST_O_RA_G_·E_S_. Y-_S_T_EM_S __ SHEET NO . .2..J OF 5~ -----"--'-- CA'ECUtA.TED· BY BOB$. DATE 09-2-5-2001 COLUMN tS ANALYZED PER AISI COLO-FORMED STEEL DESIGN MANUAL P-max = 2,320 lb. Mmax = 2,.179· in.lb. KxlX:l'rx =-T:.2 *' 12 / 1.235 = 1-1.7 Kyly/ry = .8 * 52 / 1.-087 = 38.3 <--GOVERNS Cc = {Zn~2EJFy)A.·5- = 102.0 StNCE Kl/r < Cc, fa ·=-~522fy 7"" {(kJ/r*Fy)/1494]A2 =·2'6,_725-psL fa = Pmax/Area = 3,520 psi. ib =Mffiax/Sx = 3y228 psi. fa/F.a = o~ 13' *~ 1 s· fa/Fa+fb/Fb <-1 *33 Fb = .6*Fy =· 331000 psi. fbJFb=0~10 , COMBINED STRESS= 0.23 B ! S£CT\ON PROPERT\ES A= 3n. B = 311 C=.751« D=O" ·E = O"' Wt.= 2.224# t1 = .075" t2 = 0" ftrea = .659°A2 [x: = 1.012""4 ly =.781TA4 Sx = .67S-11A3 Sy= .498"A3 f'X =-1-.2.35" ~ 'FY,= 1 .. 08111 Front View MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA• CA 91768 PROJECT FOR SHEE'f N&. CAlCUlATID BY. CALLAWAY GOLF PYRAMID STORAGE SYSTEMS 22 OF 56 BOB-S. DATE. 10/23/01. COLUMN ANALYSIS (3X3X14GA) EXPOSED POST CHECK ANALYZED PER.DIV vn; CHAP 2'2 OFTHE 1.997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P= 2,320 LB M= 0 IN-LB KxLx/rx = 1.2*12 ·IN/1.235 !N = 11.:7 Kyly/ry = 0;8*52 lN/1.087 IN AXIAL = 38.3 <=== (Kl/r)max Fe= nA2E/(KUr)maxA2 = 198.·8 KSI Fy/2= 27.5 KSI SINCE, Fe > f.y/2 THEN~ Fn= Fy{.1-Fy/4Fe) FLEXURE = 55 KSl*[l-55 KSl/(4*T98.8 KSI)] = 51.2 KSf Pn= Aeff*Fn = 33;738 'LB fie= 1.92 Pa= Pn/nc = 3373:8· LB/1:.9:2· = 17,572 LB P/Pa= 0.13 < 0.15 ' -CHECK: P /Pa + Mx/Max ~ 1.33 Pno=Ae*Fy =· O': &59'· tN·A2 *5'5000 PSl = 36,245 LB .Pao== ,Pno/G:e = '3-62.45. l'B/1. ;·92 = 18~8-78 LB .~ield=My= Sx*Fy . THUS, = 0,6·75, IN:A:3 *' SSOO(l PSt- = 37,1251N-LB Max= My/nf ·= 3.7125 tN-.UV1 .£7 = 22,231 IN-LB Per= nA2El/(KL)maxA2 = rr,/.\·2.'*291500000 P.Sf/((1',;&*52 !Ni)A2 = 131,229 LB (EQ.C4.t-1) {}:Q. C4-3) (EQ C4-2) (EQC4-1} (BlC5-3) t SECTION PROPERTIES A= 3.0 IN B= '3;0 IN C= 0.751N t = 1).0750 lN Aeff = 0.659 INA2 Ix= 1<.012 INA4 SX = 0.675 INA3 rx= 1.235 IN -ly = -0.780 iNA4 Sy = 0.4'-9'8 \NA3 ry = 1.087 IN Kx.= 1.2 lx= 1"2.0'IN Ky= 0.80 .Ly= 52.0 IN f-y= SS l<.Sl E= 29,500 KSI fl.f= 'f..67 Cmx= 1.0 Cb= 1.0 P~= {1/[1-(0c*P/Pcr)]}A-1 = fUf'f-ff.9,2*2320 E:B'ft.31229 lBJJF"-l = 0.97 ~320UV17572·LB) + (0 IN-L8/222311N..t.B) = 0.12 SINCE COLUMN IS LESS THAN HALF STRESSED;, IT IS-OK. FOR COU .. fSI.ONi l.O.M>S (PER. SEClilON 2'.2'22.SJ MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT FOR SHEET NO~ CAl:.CUl:.A TED BY CALLAWAY GOLF PYRAMID STORAGE SYSTEMS 23-OF BOBS. 5-6 10/23/0-1 COLUMN ANALYSlS (3X3X.14GA) DOWN AJSLE LOADS ANALY2ED PER PN·VJJ, CHAP 22 OF THE 1997 UBC: SECTION "PROPERTIES BASED' ON l"HE £fffC11V£ SECTION. ~t ___ P=_' 2 __ -,3_2:_o_LB-_ ___.t-· L M= 2,179 IN-lB _ Kxlx/rx = 1.2*10 iN/1.23-S ·iN = 9.7 K.yly/ry = JUJ*52 JN/1-.087 1N = 38:.3 <=-(Kllr)max: AXJAL Fe== t¢-2Ef(KL/r-~2 = 19B.8KSJ . Fy/2= 27.5 KS! SIN~ Fe >.fy/2 THEN, Fn= Fy(1-Fy/4Fe) FLEXURE = 55: KSl*ft-55 KSl/(4*198.8 KSl)J = 5l.ZKS£ Pn= Aeff*fn = 33.,738LB Oe= 1.92 Pa= Pn/Oc =-33138; lB/1.,92 = 17,572LB' P/Pa= 0.13 < 0.15 ·-cHECK: ?-!Pa-+ MxfMax ~ 1.3'3 Pn<FAe*Fy· = 0'.6'5'9'-lN.11'.2 *55000 PSf = 36,245 LB Pao= Pnofnc = '"3~4'5-\..'Rf'\ .~i = 1'8,.878 lB Myietd=My:= SX*fy THUS., = .Ot-61'5 .fN.\3: *-55000-P-Sf = 37,125 tN-:U3 Max= My/fif ·= ·¼-t'.t2'S ·ffl..4:B{1'..fil = 22,231 IN-LB Per= nA2EJL(l<L}maxA2 = w\~~ P.Sff{0.8f'52 W:J~,z- = 131,229 lB (EQ. C4-3} (EQC4-2) (EQ C4-1} SECTION PROPERTlES. A= 3~0 IN' B= 3.0 IN C= 0.75 !N t = 0.-075t) U'-1· Aeff = 0.659 INA2 fx = 1-.0.12 IW-4 Sx = 0~675 fN·/\;3 rx = 1 .23'5 JN -iy = -0.780 lNA4 Sy= -0.49€dN-1'-3 ry= t.087 tN Kx= 1.2 tx = t 0.-0 IN· Ky= 0.80 -LY= 52.O1N 'fy= 'S'S-KS\ E= 29,500 KSf £ff= 1'.67 Cmx:= 1.0 Cb= 1~-0 px= {1/fl-{nc-l(l?!Pcr)}fA-1 = flJfl-(l. 9'2.~'£.fYT.3-t 229 !BJ}fA-'f = D.97 PROJECT CALLA WAY GOLF ·,. FOR PYRAMID STORAGE SYSTEMS 24 OF 56 MATERIAL HANDLING ENGiNEERING TEL: {~) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SHEET NO. CALCULATED· ~y BOBS. DATE , 10/.23./0.1 L MN ANALY I (3X3X1 4GA) CROSS AISLE LOADS ANALYZED PER 'OJYVff; CHAP· 22 OF'THE · 1'997 tJBC. ·SECfiON"PROPERTlES·.BASED· ON THE ·EFFECTIVE SECTmN. Pstatic= 2,.320 LB Pseismic= 806891N-LB/42 IN =-1-,921 LB-. Ptotal= 4,241 LB My= V*h = 932 LB* 7 IN = 6r524. IN:-LB Kxlxfrx= 1.2*10 IN/1.23~ IN = 9.7 ~yly/Jy = 0.8*52 JN/1.087 1N AXIAL = 38.3 <== (Kl/r)max Fe= nA2E/(KL/r)maxA2 = 198.8 KSI Fy/2= 27.5 KSI SINCE, F1r > Fy/2 . THEN, Fn= Fy{1-Fy/4Fe} = 55 KS1*[1-55 KSl/(4*198.8 KSl)l =·51-.2 KSr. Pn= Aeff*Fn = 33,738 LB nc= 1.92 Pa= Pn/!lc = 33738: LB/t.92 = 17~57ZLs· P/Pa= 0.24 > 0.15 fLEXURE CflECK: ·:ptpa + ({;mx*Mx)/(Max*px:) :::5 1 .'3'3 P/Pao + Mx/Max s 1.33 Pn0= Ae*Fy = 0:·6-S9· IN!•2 *55000 PSf = 36,245 LS Pao= P.no/Qc = 3-£245 uv, $l =-18;,87SLB Myield=M)!= sy*Fy lliUS,, = OA98·fN-f\:3 *' SSOE>O--PSr· = 37,125 lN-LB Max,:.: My./Of = 37125 tt,l-t.~11.-(;1 = 22t23-t IN-LB Per= n.A2EV{J{L)~A2 = nti2:"'29'S:OOOOO PSf/{~.8f52. IN:)!i,2 = 131,229 LB 1-l --DEPTtt ---,....-,.:,;i.~ SIDE f.l£:VATION (EQ.C4.l-1} (EQ. C4-3) (EQ C4-Z) (EQC4-1} SECT1QN PROPERTIES {EQ.:CS-1) (EQCS-2} V= 932 LS Mseisinic= 80,689 IN-LB n= 7·\N DEPTH= 42 IN A= 3.0 IN B= 3 . .0. IN C= 0#75IN t= 0.0750 iN Aeff = -0.-659 INA2 lx. = 1 .01'.2. 1NA4 Sx = 0.675 INA3 rx = l.23·!? IN fy = 0: 78C)· tN'-4 Sy = 0.498 ·INl\3 ry = 1.087 IN '1<:-x = 1:2 lx. =· 10.0. IN. Ky·=0.80 Ly= 52,0 fN. fy= 55KSf f= 29,500 KSI O.f= .1.'67 Onx= 1.0· Cb= l.O · .ll'Xi= f,1:/:['f-{fl~P/Pcrj}F~;.'f = {11(1-{1.92*42-41 U3/131229l:B)]}J\-.1 = 0.94 .{4241 lB/1757.2 LB). +{l*i524lN-LB}l(i2-2311N-LB*0.94) = {4241 Ul/18a78 LS}+ (6524 IN:-lB/2223.t IN:-l.8} = 0.-SS 0.52 < 1.33,.0K {E-QC:S-:1) <.11.3-3,. OK. {.EQ CS-2) .,. PROJECT __ C_A_LtA_W_A_Y_G_O_LF ______ _ PYRAMID STORAGE SYSTEMS FOR. ______ __,_ _______ _ MATERIAL HANDLING EN.GINEERIN'G TEL:-{9QgJS-69'-0989 • FAX;-.(90!tJ869'-098'f 161 ATLANTIC STREET• POMONA.• CA 91768 BEAM ANAL YStS :TYPE ··B SHEET N0. ____ 2._!S_ OF 5({? CALCULATED B'Y. BOBS.. DATE 09-25-2001 ' BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABUZE THE SYSTEM, Al THOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS~ THE BEAMS WILL BE. ANALYSED' ASSUMING' 1Hff HA:VE PINNED-ENOS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPAClTY1 THE PARTIAL FIXITY OF THE BEAM,{ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMAU£R} WILL B£ ADDHl I .act =-l20.0 in:. I max= {1950 + 1200(M1/M2)].b/Fy SlNCE Ml /M2 = l .O I.max = 31 SO*b/Fy = 158 in. f--2.1sn ir-1. 75"-4 SINCE t-max > ·!act Fb = .60f y = 33,000 ps1. ·_. MAX1MUM STATIC LOAD .PER :LEVEL DEPENDS ON 4.035" i }. ' 1 J BENDING CAPACITY M'=Sx* Fb=wfA2/8 = 34848i.n.fb. CA?ACITT =· 2.(S*MJl) = 4130\h. 2}. MAXIMUM ALLOWABLE DEFLECTION (Ul 80). JJ,. = 5wfA4/384E CAPACITY= 2.{{384EJ)/(5*180*IA2)] = 32341b. MAXl·MUM STATIC LOAD PER LEVEL rs 37-234 lb. l t-~747h Sx = 1.0SG in.A?t [X = 1.850 in.A4 :. ALLOWABLE ANilACIDAL.BENDlN.G MOMENT AT EACH LE-VEL Mstatic = wJA2/8 = LIVE.LOAD*L/(2*8) MalJow(static) = S-x :r Fb -Mimpact = .L 125*Mstatic .Ma11ow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn {SEE 'LONG. ANAl.YS1S) LEVEi,,. Mstatic Mimpact Ma How Mseismic MaHow RESULT T. 'f:25 M'static (static}' (seismic) 1 3749 421-8 34848 1897 46463 GOOD 2 374.9 4.2.18 34848 2767 46463 0000 l-3749 4218 34848 2667 46463 GOOD 4. 3749 42'18 '34848 251'3 46463 GOOD " 5 3749· 4218 34848 2304· 4646'3 GOOD 6 3749 42-18 34848 2041 46463 GOOD .7 3149 4218 34848 1723 46463 . GOOD 8. 3.749-4218 34848 1702 46463 GOOD 9, 3749 4218 34848 1239 46463 GOCD ' PROJECT fOR SHEET NO. CAl:.€1:JEAl'EO BY ·' CALLAWAY GOLF -PYRAMID STORAG'E SYSTEMS 26 OF 56- BOB;S. DATE· l0/2:,3/<;} 1 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA91768 ---,,,.,,.,,, ..... = .. ,-,--,, ,C:-, ..-. --,,,,--,-............... _ ....... ,, ............ " STEP BEAM WELD SECTION PROPERTIES & CAPACITIES SCQPEi . DETERMINE THE EFFECTIVE SECTION PROPERTIES OF THE MEMBER WELD SHOWN BELOW. THE EFEECT OF THE ROUNDED CORNERS ARE TAKEN INTO ACCOUNT. ----, I I I L __ _ ---------.; TYPE "A" WEL'O· · D= tweld*= 0.125 IN Fu= 70,000 PSI ---:-, " " ----1 ---. -------\-: TYPE 11811 WELD TYPE 11C11 WELD :: TYPE 11 A11 WELD A TYPE 110" WELD ,T .,, ..,,. .,, •• ~ ~ D ~ t-:, ·- ~ ~ .,r .Ir' .,r ,. ~ ~ ~ ~ :, I, +c.G ~ illy ~ ~ T -BAR _i -EffiCIIYE SECTION PRQPERJY. FQR WELP ·t ,ELEMENT t II WIDTH. ,:I .. HEIGHT . " I I O.oboo iN . 1 . 0.0000 JN I 2 0.12'50 IN 4.0350 JN 3 0.0000 IN 0.0000 IN -4 0.0000 IN 0.0000 JN 5 0.0000 IN 0.0000 iN' 6 0.1250 IN 2.41001N WELP MOMENI ·CAPACITY VNPEB SEISMIC LQAP1N~ CAPACITY= 0.3 * Fu * Sx-weld * 1 .33 = 0.3 * 70000 PSI* 0.411 lNA3 * 1.33 = 11,48(HN-LS-· · Y-BAR ~LEM. I AREA I 0.0000 IN 0.0000 IN"2 ·2.0175 IN 0.5044-INt\2 0.0000 IN 0.00001NA2 O.OOOOIN 0.00001NA2 0.0000 IN 0.0000 lNAZ 1.20501N -0.3013 1NA2 !)~REA= 0.8056 INA2 ybar= . . . . . . . . . . .. ... ,. . . . .. . .. . . -. ., ..... '" ... . :--·-=-·... . .. : .. . . ., . . . . . . . . . .. .. .. . . . . .. . . . . . . ,. ,. .. 1.714 IN " I I I O.-OOOO ·INA4 0.7309 INA4 0.0000 lNA4 O.OQOO INA4 0.0000 INA4 o.2238lN*4 Ix= :0.9546 INA4 ,J MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT FOR SHEET NO. CAE.Ct:JEATEO B.Y CALLAWAY GOLF PYRAMJD STORAGE SYSTEMS 27 OF 56 BOB S. DATE 10/23/0l BEAM TO COLUMN ANALYSIS: INTERLAKE STANDARD{14GA COLUMN) Mconn max.= Mconn. seismic + Mend =(2,768-IN-LB I CONNECTION CAPACITT DEPENDS ON'THE FO£:lOWfNG P-ARAMETERS: 1) SHEAR CAPACITY OF STUDS STUD DIAMETER= 7 /16 IN F-y= 55,cOOO PSI. Pmax-shear= 0.4 * Fy * Area = 0.4 * 55000 PSI * {0.4375 )N)A2 * n/-4 = 3,307.3 LB 2} BEARING CAPACf[Y-ON-COLUMN Fu= 65,000-PSI . Pmax-brg= Bearing Area * Fbearing ,. = (0.5 *thickness)* (T .O * Fu) =· {0.5 * 0.075 IN} ir-(l'.0 *-65000 PSI} . = 2,437.50 LB < 3307.3 LB 3) "MOMENT CA'PA-C\T'f Of 'BRACKET Mcap:= Sbracket * F-bending. = 0.11 INA3 * 0.66 * Fy = 3,993 IN-LB C= Mcap/0;75 = 1.11 * P1 THE.IS~ Pl= 1.20 * Mcap = 4,792 IN-LB > 3307.3 LB THUS, GOVERNING VALUE lS THE MIN VAWE OF 'P1., P,1-eff= 2.438 LB .Meofln,-affo.w:=. P'f-*4:S 1M + P-2*0'; 5. fft = 4.55 * .P1-eff * 1.33 = 14,788 IN-LB > Mconn max, OK Mconn ( Mupper r, Mconn 0 0 J 0 0 u Mlower Pl 1" 1 4" . 1/2'n' ~------- ---=------'l<-1 / 2" C= P1 + P2 = P1+ P1*(0.5/4.5) = 1.1l*P1 Sbracket= 0.110 INA3 '. , I S.E1ZM1C INC.. MATERfAL HANDLING ENGINEERING TEL:-(909;J8o9:.0989' • FAX:-{909J86fJ-098T 161 ATLANTIC SlREET •POMONA• CA 91768 P'ROJECT __ CA_· _l_LA_,,W_A_Y_G_O_l_F ___ --,-----.-,_'t J' PYRAMJD STORAGE SYSTEMS t FOR ______________ _ SHE.ET N0.___ ____ 2_f_ OF 5'{p CA.LCUt.ATEO BY 8.08 S.. IJ'ATE 09-25-2001 TRANSVERSE.ANALYSJS,: BRACING :TYPE·B IT fS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR lN TENSION AND COMPRESSION. lF HORIZONTAL AND DtAGONAL MEMBE.RS ARE THE SAME,. ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WlU:. GOVERN~ . DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [([-6}A2:+(0-2~cof)A2JA.5 = 58..4 Vdiag -Vtrans 1r.-1-diag. ID = 129·6# kl/ rmin = [ 1 * 58~4 ] / A4.95 =11ao Fa =[12nA2EJ/[23{kl/r)A2] =· 110723 ps~ .. fa/Fa =Vdiag/(Area*Fa) ='0~'37 OTAGONAL AID HORIZONTAL BRACING ,Are.a= .32.5 ·'t1IQ. .. rmin= .495 " t= .0747 II W= 1.5 " ff= 1.5 H ' ; ' ' ) MATERtAl HANDLING ENGINEERING TEL:· {909-]8'69:.0989 • FAX:-{90.9)86-9--09"81 161 A TL.ANTIC STREET• POMONA -. CA 91768 PROJECT __ C_A..;..L_LA_W_A_Y_G ___ O_U_f _____ _ PYRAMID STORAGE SYSTEMS fOR ______________ _ SHEET N-0._ ____ z_q_ o·F 50 C'A.LCULATEO BY: BOB· s. llA:T:E· 09-25-2001 OVERTURNING .:TYPE B ANALYSfS OF OVERTURNING WILL BE BASED ON SECTION 222$ .7.1 OF THE 1997-Uniform Building Cooe. FULLY LOADED TOTAL SHEAR -= 9$2 lb. Mot = Vtrans * ht * 1.15 223# .. = 932 *' 75 *" 1.-1 5 r 169# --+ = 80689 inJb. 146# Mst = I{Wp+.85w0~) * d/2 l .___,. 123# = ( 45.00+.85 "* 720) * 42/2 -} 1'00#· = 107352 in.lb. . .... Pu.plift =· l (Mot -· Mst)/d sr : 77# f-' ...... · · Puplift <= 0 NO UPUFT · 53# ... 3·0# ..... I L i TOP SHELF LOADED 7# II> SHEAR · = 103 tb. Mot = Vt-op * h * L 1 5 jt. 42 .. -4' ' = 103 *· t T 6 * l. ts· ,. = 13816 inJb .. •, Mst = (Wp+wDL) * d/2 = ( 500+,85. * 720) * 42./2 = 23352 in.lb. Pupfift = 1 (Mot -Mst]:f d Puplift <= 0 NO U,PUFT i USE 2 ea. 1 /2 x 3-1 /2 MlN. EMBED. ANCHOR. CAPACtTY Of 1 /2 x 3-1 /2 = 875 lb. PULLOUT & 1840 lb. SHEAR •. COMBINED STRESS1 = -0 / 1750 + 466 / 36:80 = 0$13 ' COMBINED STRESS2 = OI l7SO + 51 I 3680 = 0.01 ·=· SEIZMIC MAT.ERi.AL HANDLING ENGlNEERING TI:t; {909}869:.ogag •·FAX; {909'}86.9--0981 161 ATLANTIC STREET • POMONA • CA 91768 -BASE PLATE .:TYPE B PROJECT. __ C_A_. L_L_A_W_A_Y_G_O_L_F __ --,.-__ '-,-----=-;' J· FOR. ___ P_Y_RA_. M_J_D_S_T_O_.R_A_GE_· _SY_S_T_E_M_S_ .• _, _ SHEET NO ,3c:> OF 5°e:, ------ C'A.LCULA TED BY 8.08 S.. DA TE 09-·25-2001_ BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOA[). P~ COMBINED WITH THE TRtANGtJLAR STRESSES RE;Stft:TfNG· FROM· THE MOMENT Mb (IF ANY},. THE.Rf ARE 3.CRff.ERfA IN DETI:RMlMNG Mb. THEY ARE l} MOME.NT-CAPACITT OF THE BASE PUTE, 2) MOMENT·CAPACITY OF THE ANCHOR BOLTS, ANO 3} Vh/2 {FULL F1XITY). Mb JS THE SMAU£ST VALUE OBT AlNED FROM THE 3 CRflERIA ABOVE. Pcof = 26.1 o lb. · B = 7. 75 in. MD= 36-G m.1b. P / A = PcoV(D*B} = 67 .35 psi. D =· 5 in. fJ'= 3 fff. MIS = Mb/((D*BA2)/6J = 7.316 psi. flt2; = 2'b/B*fb = 4.484 pst fb 1 = fb-fb2 =· 2;832 psi. Mbase = wblli2/2 = ·b1 h2/2l fa + fb1 + .67fb'21 Mbase = 206.4 in.lb~ Sbase = 1 *tA2/6 = -0.0234 in.A3 Fbase = .75Fy * L33 = 360.00 _psi. fb/Fb = Mbase/(Sbase*Fbase) = .24 IMo=O T*dt=fMbase-Pco:l*b/21 T = Mbase/d2 -Pco.l*b/2d2 T =-812 lb. t = .375 in. 01 · = 2.375-in. --- fa . 1 r l Jb r t= ];_ }Moase d2--:f ,. dl dl Jr" . t 't PROJE'CT __ C_A_L_lA_W_A_Y_G_O_L_F _____ _ PYRAMJD STORAGE SYSTEMS f'O:R ______________ _ M'ATER!Al HANDLING fNGtNEERING SHEET NO . 3\ .9F S&.? TEL; {909)869-098'9 • FAX: {9'09}8£'.9--0913'1 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED IJY BOB s. D'ATf 09-25-200·1 SLAB ANO SOIL :TYPE B · · TH£ 51:..AB WILL BE CHECKED FOR PUNGTURE STRESS. IF NO PUNCTURE OCCURS~ IT Will BE ASSUMIDTO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOlL AND WILL ACT AS A FOOTfNG. {a) -'PUNCTURE Pmax = 1.4 DEAD LOAD + 1. 7 LIVE' LOAD Pmax = 1'.4 * P-cor+ l'.7 *{Mot/dJ = 6.,920 ·jb. Fpunct = 2*sqrt{rc) = ·100.'0 psi. · ;: Apunct = [(w+t/Z)+(d+t/?)]*Z*t = 177.5 in.AZ fv/Fv = Pmax/(Apunct*fpuntt) = 0.39 {b). SLAB TENSION. Asoil = Pmax/(1.33 * fsoU) = 5.19 ft.A2 -747 in.A2 L = sqrt(Asoif) = 27.3 in. B = sqrt(w*d) + t = 1: LZ in~ . b =. (L-B)/2 = 8.1 in. Mcollc = whA2/2 = {l .3-3~fsoU*bA2)/{l44*2) -3:00.5 in.lb. Scone= l*tA2/6 = 4.l7ih.A3 Fconc = 50 *sqrt(f'c) = 22 5.00 psi,. fb/Fb = Mconc/(Sconc*Fconc) = 0.32 L----- BASE PLATE w = 7.75 ;·n. d == 5 in. CONCRETE t·=Si'n. f'c = 2500 psi. S01L fs = 1000 psf. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 ;t ,, MATERIAL HANOUNG ENGINEERING "T£b: {SOS}S£9-0-9S9. • f AX: {909}&~9-0SS'\ 161 An.ANTIC STREET• POMONA• CA 91768 PROJECT __ C_A_L_LA_W_A_Y_G...,..O_L_F ______ _ PYRAMID STORAGE SYSTEMS FOR.__ ___ ;_·--------------- SHEET N0 _ ____,. __ ·_3_'3_ Of ____ l _S_~_ CALOULATED -BY BOB s. DATE 09-25-2001 , LOADS & DISTRlBUTJON :TYPE C ... LIVE. LOAD PER SHELF = WII = 500 lb (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = Wdl = 80 [b TOTAL LOAD PER FRAME = 4,060 lb · SEISMIC SHEAR BASED ON' SECTION 1630.2. T OFTHE T997UBC . WHERE V == ({.2~5 x Ca -i 'I} / :R) ·x Wtotai Wtotal = (Wit + Wdl) x n n .= #: of shelves· Seismic. Zone =:= _ 4 Ca= 0.44 R(long) = 5.6 R(trans) = 4.4 l.= l Son Coef. = Sd Na= 1.0 Nv = 1,6 . 144" !,<, . ,', .~· 5001b . 1571 -+-' { ,, f3f# 5001b. ------:!-· G- 110:# 5001b. t .·s ~ 50O1b. .!!l# l8~ ·4 SUS.lb. :~# -;,f-, ~· 3 F:# 5001b. +-.-z 5001b. t 1 ~ -l'jl,. 12-0" lu = 120" .: LONGITU:DtAl DfRECTfON Vtbng-= {2.5-x '0.44-x -, }/(5.6} x W) / ·1-.4 -5 70 lb w/ working.-stress reduction fl=-VWhi I ~Wh 'TRANSVERSE DIRECTION vtrans = -(2'~5 x 0~44 x 1 ):/(4~4) x W I 1 ~4 • 1,),,, ',,-., -725 lb w/ working stress reduction ,-'' ... . . ; . Fi = VWhi. / ~Wh CALLAWAY GOLF ,, PROJECT ___ .-----------'--~ PYRAMJO STORAGE SYSTEMS .·;, ,,. FO~------------------ . "Z.d... OF 5 " SHEET N0· ____ -1T__,___ MATERIAL HANDLING ENGINEERING TEL: {.90~}869-0989· • FAX:-{90QJ869-0981 161 ATLANTIC sm.EEr •POMONA• CA. 91768 CAtCUtATED BY BOB s. D·ATE 09·-2S-200l LO.N.GJTUDINAL ANALYSIS :TYPE C THE ANALYSIS IS BASED ON THE PORTAL METHOD,. WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT Ml~HEIGHT BETWEEN BEAMS,, EXCEPT FOR THE LOWEST PORTION,. WHERE TAE ·a-ASE PLATE PROVIDES ONLY PARTIAL FOOT'/; THE CONTRA FLEXURE JS ASSUMED TO OCCUR CLOSER TO THE BASE.{OR AT THE BASE FOR PINNEO CONOffiON, WHERE THE BASE Pl.ATE CANNOT CARRY MOMENT)~ Vlong = 2 * Vcol = 570 lb. Vcol=-285 lb. F1= 3 )bM -f·6= 66 lb~ .. FZ= 15 lb. F7= 79 lb. ,. BJ:lllmto . Cqt.,CQf.in. Fl=. 28lb. F4= -41 1b. f5= 53 lb~ BASE PROVIDE PARTlAL FIXtTY. SEE BASE PLATE SHT~ Mbase = 284 ·inJb. Mupper + Mlower =· MconnrR' + Mconn'L' Mconn'-Rj' = Mtonn'e .Mconn * .2 = Mupper + MJower Mconn = [Mupper + Mlower]/2 RESULTING FORCES O.N' COLUMN· SECTION .AX1Al LOAD MOMENT Mconn l 2030· 28.4 203.6 2, 1740 25-3.S 3093· 3 145-0 2399 .2897 4 1160 .21-46 2:588 5 870 1780 2165 6 5.80· · 1300 1628 7 290 707 h= 2 in •. 4fn. ) Mc:onn''R.< MATERIAL HANDUN.G ENGJNEERING. TEL: {909'186'9'-0989 • FAX: {909)869--0981 161 ATLANTIC STREET• POMONA • CA 91768 COLUMN ANALYSIS :TYPE C pao.JEcT. __ c_AUA_·_w_A_· ·v_G_ou_. ______ _ FOR _____ P_Y_R_A_MID_' _ST_O_RA_·._GE_S_YST_E_M_S __ SftEET NO. 35 OF 50 ------ CA;tCUUHE'fl BY. BOB, s. DATE. 09-25-2001 COWMN IS ANALYZED PER AlSI COLD~FORMED STEEL DESIGN MANUAL Pmax = 1,740 lb. Mmax == 2,.538 in.lb~ ' Kxfxlrx = 1'2 ~ 1811.235' = 17.5 Kyly/ry = .8 * 52 / 1.087 == 38..3 <-GOVERNS Cc = {2RA2Elfy)X~5 = 102~0· SINCE Kl/r <= Cc, fa =~522~y-[(kt/r*fy}/1494]A2 = 26,725 psi. fa· = Pmax/Area = 21640 pst 'fb = 1tlrmax/Sx = 3,.760psi. fa/fa = 0. 1 O' <=.15 fa/Fa+fb/Fb <= 1.,3:3 Fb = .6*Fy = 33,000 psL fb/.fb·= O..ll COMBINED STRESS = 0.21 S£CTID-N :PRO'PtRT\ES A= 3'"' B = 311 · t·=.15',... f)=Ow E = 011 Wt. =0,# t1 = .075" t2 = O" Area= .GS-9'"A2 fx = T.01'21''"4 ly .= .78''"A4 Sx = ~675"A3 Sy= .498"A3 rx = 1.235/~ F'Y = 'f.087" FmntView MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT FOR SHEET NO: e.Al£1:Jk.AT.ED· RY CALLA WAY GOLF PYRAMID STORA.GE SYSTEMS 36-OF 5~ BOB$. DATE 10/23/0·1 COLUMN ANALYSIS (3X3X14GA) EXPOSED POST CHECK ANALYZED PER DIV Vil, 'CHAP 22· OF THE 1997 UBC. SECTION PROPERTJJ:S BASED ON THE EFFECTIVE SECTION. 1. P= l,740 LB M= OIN-LB KxLxlrx = 1.2*18 IN/1.235 IN = 17..5 .Kyly/ry i::: Q;Bt~2 IN/1.-.087 IN = 38.3 · <== (Kf/r)max AXIAL •: Fe=· tJ.A2E/(Kl/r}maxA2 = 198.8 KSI Fy/2= 27.5 KSI SINCE, Fe> Fy/2 THEN, Fn= Fy(1-Fyl4Fe) FLEXURE = SS KS1*[1-55 KSl/(4*198.8 KSL)l = ST.2' Ksr Pn= Aeff*Fn = 33.,738 LB fie= 1.92 Pa= Pn/nc = 3373& LB/l.9'2 == l7,572 LS P./Pa= 0.10 < 0.15 CHECK~ P/Pa +Mx/Max ~ 1.'33, ' Pno=Ae*Fy = ()'..659'· INA2 *'55000·-PSf = 36,245 LB Pao= P.no/0.c = 3(;1.45 l:Bt'\ .'9'2 = 1-8,878 LB Myield=My= Sx*Fy THUS, = 0.675-: (NA3 *' 55000 PSf = 37,125 tN-LB Max= My/Of = 3712:S tN-t.B/1.67 = 22,231 IN-LB. Per= n:A2El/(KL)maxt-2 .::-rr.A.2*2!l5€JGOO.a PSf/{0~8~52 IN)A2 = 131,229 LB (EQC4.1-1} (EQ .. C4-3) (EQC4-2J (EQC4-1) {EQCS-3}· t SECT(ON PROPERTIES A= 3.01N B= 3~0 IN -G-O.751N t = ·o.01so 1N Aeff = 0.659 INA2 Ix. = 1.0-l 2 INA4 sx = O;-G1s· INA3 TX·= 1.235 IN ty = ·0.-780 iNA4 Sy = 0.4'9'8 ·\NA3 ry = 'L087 IN Kx = l.2 we=· 18·.0 IN' Ky= 0.80 Ly= .52.0~N fy.= SSl<.st E= 2~>500 KSI · fif= 1.67 Cmx= 1.0 Cb= 1 .. 0 l,IX.;: {1./[.1-(Qc*P/Pcr)l}A-1. = ftlf1:-('L92*1. 740 E.B/1: 31229'· lB}1},';..f = 0.97 .(1740 l.-8117572:LB} 4 (-(HN-.t8/Z22311N"L'B} = <Ul9 SINCE COLUMN IS LESS THAN HALF STRESSED" iftrrs,Ottf.OR rot.USJON lOADS {P.Ert·SEOION:·2222.5} :r 'I, ,, MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHES:VNO. eAhOJUf "fEE>-BY .CALLAWAY GOLF PYRAMID STORAGE SYSTEMS ·33 OF , 5<-, BO$. S~ D"Tf 10/23/01 r :oLUMN ANALYSIS (3X3X14GA) DOWN AISLE LOADS ANALYZED PER DIV VII, CHAP 22 OF THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTlON. P= 1,740 LB M= 2,538 ~N-L6 Kxlx/rx = 1.2*10 IN/1..235 IN = 9~7" Kyly/ry. = 0~8:1-52 IN/l .OS7 IN = 38.3 <== (KVr)max f~= 11A2E/(Kl/r)maxA2 = 1-98.8' KS Fy;/2= 27 .5 KSI SINCE,. Fe. > F.y/2 'THEN, Fn= Fy(1-Fy/4Fe) FLEXURE = 55 KSJ~{1-55 KSI/( 4*198.8 KSl)J = ,St.2 KSi Pn= Ae.ff*Fn = 33·~ 738' LS 0-e= J'.92 Pa= Pn/Oc = 33738 lB/1.92 = 1:7,572 LB P/Pa= 0.10 < 0.15 CHECK: P/P'a· + Mx/Max ~ 1.33' Pn0= Ae*Fy = 0.'659-\NA2 *5SOOO· l'Sl = 36,245 LB- Pa0;=-P.no/nc = 362451.B/1: g,2· = 18,878 LB MyJe1d=;My= Sx*Fy THUS~ = .0.:6751NA3-* 55000 'PSl = 37,125 IN;.LB Max;:: My/flt = 37t25 IN-tBil.67. = 22,231 IN-LB Per= ITA2EJ/{KL)maxA2 := -ttA2*29S.OOOOO PSll(0~8*5.2:ttil).A.2. = 1-3.1,229 LB (EQ C4.1-1} {EQ. C4-3) ~QC4-2) (EQ C4-1') (EQ CS-3) SECTION PROPERTIES A= 3.0 lN' B'= 3".0 IN C= 0.75 lN t = 0.0750.IN Aeff = 0. 659 1NA2 ·Ix= L012 .~N"'4 Sx = 0.67 5 INA3 rx= 1.235 IN ~Y-= 0]80 !NA4 Sy= 0.498 INA3' ry = 1.O87 lN K-x:= 12 Lx. = 10.0·lN Ky= 0.80 Ly= 52.0IN- Fy== 55 KS!' E= 29,500 KSI fif-1.6-7 Cmx= 1.0 Cb= 1.0 JJX= f 1./[1-{.0c*P /Per )]}A-1 = {1/(1-,-('L92*174.0 LB/131229.-LB.)]}l'-1 = 0.97 OZ'£ < 1.33, OK (EQ CS'-3}- i :r '\ ,, MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT fOR SHEET NO. CALCUlAT.ED BY CALLAWAY GOLF PYRAMm STORAGE SYSTEMS 38 OF 5k BOBS. DATE 10/23/0·l L MN ANAL Y I (3X3X1 4GA) CROSS AISLE LOADS ANALYZED PER OJV VU, CHAP 22 OF THE 1 ·997 UBC. SECTION PROPERTIES BASED ON THE EFFECTJVE SECTION. Pstatic= 1,740 LB Pseismic.= 669871N:-LB/ 42 IN = 1';595 LB; Ptotal= 3,335 LB My=V*h = 725 LB* 7 lN = ST,0.15 IN-LB Kxlx/rx = 1.2*10 iN/1.235 IN = 947 Kyly/ry = 0.8*52 lN/1.087 IN AXfAL = 38.3 <=== (K•/r)max Fe= nA2Ef (!{Ur:}r,naxA2 = 198.8 KSI fy/.2= 27 .5 KSI SIN~, 'Fe > fy/2 THEN, Fn= Fy{1-Fy/4Fe) =t 5·5 KSl*[1-55 KSl/(4*198.8 KSl)J = 5!-.2 KSt Pn= Aeff*Fn = 33,738 LB nc= 1.-92 Pa= Pn/Oc = 33738-t.B/l:~9-2 = l7,57Z t.6 P/Pa= 0.19 > 0.15 .FLEXURE ·Cf\ECK: ''P/Pa + (CmX*Mx)f{l*ax'*µx) s· 1 :3'3 P/Pao + Mx/Max -s; 1.33 Pho=-Ae.*Fy = 0;6'5!t-iN't,;z·*ssooo, PSt -= 3-6.,-245 LB Pao= Pno/flc = 3G2.4S ·t.B/'\ .'91. = 18$lSLB Myietd=M.Y= Sy*Fy THUS,, = 0~49'tli INA3'·*· 55000·PSf = 37.,12-S tN .. LB Max= MY/Of = 37l2~·¼N'4.:,6/'1 ;-GV =· 22,23.t IN-LB Per= nA2El/(l;<L)max,A2 = ~*295.00000i PSfl{-0:8:*'52 IN}:Aa'. = 131~229 lB (~Q C4.1-l). (EQ. C4-3) (EQ.C4-2) (!:Q C4-1) ·tEQ.CS-1) (EQ CS-2) _L --DEPTH __ ___..l 1 1 SIDE -ELEVATION 'SECTION PROPERTIES A= 3·.0·IN B.= 3,.0-IN- C= 0.751N t = 0.0750 lN h: Ae.ff = 0,659 lNA2 ·tx = 1 :01 '2 lN"4 Sx ,;,.. 0.675 INA3 rx = l .2~5 IN. ly = 0; 780 INA4 V= 725lB Mse1smic= 66,987 IN-LB ch= 7·lN Sy = 0.4981NA3 .r.y = 1.087 ~N 'Kx = 1.'2. DEPTH= 421N lx = 10.0 IN: Ky= 0;80 ly·=-52.0, IN ·fy= 5-Si<Si · -E= 29,50.0 KSl ftf-= 1:61 Cmx;:: 1.0 Cb= 'LO ffX= f ll['Jf-{nt:*P.'/Ptt:}.JJ"--1. = {1/{:1-(l.92*333:S LB/131229 IB}lj-A-;1 = 0.95 (.3335 :LB/17572 LB) + (1 *5075 lN-,lS}/{?2231 1M-l.6t;0.95}·= {~335· t8.f11,8S7.S LB) -Ii-· {5075.!*--ILB/2223.1-lt-HJl} = 0.43 Q..40 < 1.33,_ OK (EQ;C5-1) < 'Ii .3~, OK (EQ. CS-2) PROJECT __ CA ...... · ....;..LLA_W_A_Y_G_O_Lf ______ _ fo·R ___ P_YR_A_M_lD_. _ST_U_'R_A_G_E_S_~_ST_E_M_S __ 39 · 5<.p SHEET NO_. _________ OF _____ _ MATERW.. HANDLING ENGINEERING TEI.: {909J-86S-09891 • FAX: {9!J9J8S9-0981 161 An.ANTIC STREET• POMONA• CA 9176B BEAM ANALYSIS :TYPE C CALCULATED BY BOB Sr DATE 09-·25-2001. BEAM TO COLUM~ CONNECTIONS-PROVIDE ADEQUATE MOMENT CAPACITY TO STABUZl: THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMlNG. 1Hff HAVE PJNNIDENDS. FOR mE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF' THt FIXED END MOMENT OR 2,000 in.lb. WHJCH EVER fS SMALLER) WJLL BE ADDED. fact= 1'2fJ:O· in~ I max= !1950 + 1200(M1/M2)]b/Fy SlNCE Mi /M2 = ·1.0 lmax = 3150*b/Fy = 158 in. SINCE lmax > )act fb = .60Fy = 33,000 psi. ... : MAXIMUM sr ATJC LOAD .PER LEVEL.DEPENDS ON l J BENDING CAPACITY 4.035". t= .0747 in . .M. = Sx:% Fb = wfA2/8' . = 3 4848in. lb. CAPAC\TI = 2{8frMJ\} = 4l30\b. 2) MAXIMUM ALLOWABLE DEFLECTION-(Ul 80). /i = 5wfA4/3'84EJ CAPACITY= .2[(384El)/(5*180*jA2)] =· 32341b. MAXIMUM STATIC LOA.D PER LEVEL IS 3,234 lb. -. ~ .. C:z::::::z:::z=z::::z:::::z=r..J Sx = 1.0&6 m.t-..'3 Ix= 1.850 ih.A4 i ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL Mstatic = wlAZ/8 = UVE.LOAD*L/(2*8) Maltow{static} = Sx * Fb :Mimpact = 1.125*Mstatic MaHow{seismk:} = 1.33 * Sx '* F:b Mseisrmc = Mconn (S£1: l.ONG. ANAl.YS\S) LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT 'Li:25Mstatic (statf.c}, {seism-ie) 1 3749 4218 34848 2036 46463 GOOD 2 3749 421.8 34848 309.3 4:6463 GOO) ~ 3. 3749: 4·218. 34848. 2897 46463 GOOD 4 3749 4218 34848 2588 46463 G(X)[) 5 3749: 4218 34848 2l65 46453 GOOD 6 3749 4218 34848 1628 46463 GOOD 7 3749 4218 34:848 978 464&3 GOOD ' MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT -FOR SHEET NO. CALCUl:.AT.ED-BY CALLAWAY GOLF PYRAMID STORAGE SYSTEMS 40 OF $-Jo __ BO_B_S._. _DATE_l_0....,.,12,,_3_/_0_l_ .BEAM TO COLUMN ANALYSIS; JNTERLAKE STANDARD(14GA COLUMN) Mconn max= Mconn. ·seismic + Mend =t3~,094 IN--LB. ~ CONNECTION' CAPACITY' DEPENDS ON'Tf.lE FOU .. OWWG·PARAMETERS: '1) SHEAR CAPACITY OF STUDS STUD DIAMETER= 7 /T 6 IN Fy= SSrOOO PSJ Pmax-shear= 0.4 * Fy * Area ' = 0.4 * 55000 PSI * {0.437.5 JN)A2 * n/4 = 3:,30.7.3 ts· 2): BEARING CAPACITY ON CQUJMN ·FU= ·65;000 PSI P.max-brg= Bearing Area * Fbearing = (0.5'*" thickness)*" (l .O *" Fu) = CO'. S *"0~07S INJ·*' ff .O *65000 PstJ · = 2,437.50 LB < 3307.3 LB 3).-MOMENT C:t\PA'CITY ·of BRACKET Mcap= Sbracket * Fbending = 0.11 INA3 * .0.66 * Fy = 3,993 IN-LB C= Mcap/0.75 = 1.11 * P1 THl:JS. Pl= 1;.20, * Mcap: = 4,792 1N-LB >33.07.3 LB T~S, ,GO¥fRNtNG VAWE 1S THE MIN VALUE OF P-1, Pl-eff;:::. 2,438 LB Mcor.m..altow::: P.1\-*4.5 IN< + P-2*0. 5 IN = 4.55 * P1-eff * 1.33 = 1.4,788 IN-LB > Mconn max, OK Mconn Mconn ---~: :..,___--i J V Mlower Pl 1" 1 -4" ·-'-------"l.- 1/zn· --''=------"!,-1/2" C= Pl+ P2 = P1 + P1*(0.5/4.S) = L11:*P1: Sbracket= 0.11 O 1NA3 J' ';. PROJECT __ C_A_LLA_W-'--'-A_Y_G_O_LF ______ _ PYRAMID: STORAGE SYSTEMS FOR...__ _____________ _ SHEET N0._ ____ 4_\_ OF 5~ MATERIAL HANDLING ENGlNEERlNG . TH .. :_ {;%,9,}%~9-09,%9' . ._ f AX: l9-09}~S1 nn ATtANTIC STREET • POMONA • CA 91768 CAi.1:m .. ATED SY BOBS. DAT£ 09-25-2-Q01 . TRANSVERSE ANALYSIS : BRAClN.G :TYPE C 1T IS ASSUMED THAT THE LOWER PANR RESISTS THE FRAME SHEAR IN TENSION AND -COMPRESSION. 1F HORIZONTAL ANO DIAGONAL MEMBERS ARE THE SAME, ANALYSJS WlLL BE DONE QN, 1"HE O\AGONAl.MEMBfR AS ff l.MU.. GO.Vt.RN . .DJAGONAL BRACING : COMPRESSION MEMBER L uiag. = {{l.-G)A1.+{_0-2*Bcol)/\.2.}"'. S = 53_4· V diag Vtrans * Ldiag. l D = 1008# kl/ rmin = [ 1 * 5'8.4 ] I .495 =118.0 Fa ={12nA2E]/[23.(k1/r)"2] =10723 ·psi fa/Fa =Vdi.ag/(Area*Fa} ::eO .. 29 -DIAGONAL-AND HORIZONTAL BRACING ·_ ·1 . . L= '52" •',J: , . ' ' Area= .325 ••112 rmin= A95 n t= .0747 11 W= 1.5 " H= l.5 TI : ; I } .,1 : ' ' : SEIZM·IC PROJEC'.[ __ C_A_LLA_W_A_Y_G_O_. L_f _____ 1 _. __ . ,-, J' PYRAMID STORAGE SYSTEMS ' 1NC. FOR ______________ _ SHEET N.O _____ '-\-_t.._ OF....__ ____ 5_!()_ MATElUAL HANDLING: ENGINEERING TEL.: {909}869-0989''• FAX: {9:09}86.9'-.0981 161 A1LANTIC S1REET •POMONA• CA 91768 CALCULATE.fli BY: __ B_O_B_S.,_ DATE 09'-2 5-2 00 l OVERTURNJNG :TYPE C ANALYSIS OF OVERTURNING. WILL BE BASED ON SECTION 22Z:S. 7. 1 OF THE 199,1-Uniform Building Oxie. FULLY' LOADED TOTAL SHEAR'· =-725· lb. Mot = Vtrans * ht * 1. 1 5 ' =725 *'80 *1.15 r' " == ~6:987 inJb. 200# = !:(Wp+.8SwOL) * d/2 F- '· _., Mst 167# = ( 3500+~,85 * 560) * 42/2 \ -----· 135#: = 83496 in.lb. __., f-. 103# Pu.pHft. = 1 (Mot -Mst}/d ' . . . ) ..... 1 P uplift <= 0 NO UPLIFT ~# l9# : " I . TOP SHELF LOADED L ·: 7 #. •• . ' : SHEAR = 103 'lb. Mot =:= Vtop * h * 1. 15 4-4211-J, \ \ '. = T 03 * 1. T 2· * l. t 5 ' 1. =: l 3-339 inJbr Mst = (Wp+wDL) * d/2 ' = { 500+:.8.S. ·* 56.0) * 42/2. ' = 20496 inJb. ;, Pu_p'fift =· 1 (Mot -MstJ/d . Puplift <=· 0 NO UPLIFT l• ' USE 2 ea. 1/2 x. 3-1 /2 MIN .. EMBED. ANCHOR. ' CAPACITY OF 1 /2 x 3-1 /2 = 87 5 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESS1 = 0./ 1.750 + 362 / 3680 = 0~10 COMBINED STRESS2 = 0 / 1750 + Sl / 3680 = O.Ol \ _ .. ,, SElZMIC INC. MATERlAL HANDLING ENGfNEERfNG TEl.:.{S09-}8~9-09-S9-• fAX: {9-09'}869-0-9-Sl 161 ATLANTIC STREET• POMONA• CA 91768 :. BASE PLATE :TYPE C PRO JECT __ C_A_L_LA_W,--A_Y_G_O_L_F _______ _ PYRAMID STORAGE SYSTEMS FOR,_ _______________ _ SHEET. NO -'t-3 OF ~ ------ CALCULATED BY __ BO ____ B_S_._._DATf 0.9-.25-.2001 BASE PLATE WILL BE ANALYZED WffH THE Rl;CTANGUJ,.AR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULT1NG FROM THE MOMENT Mb (IF ANY). '11-\£9.£ AA£ 3-Cffif.-R\A. \N. ~N\NG. Nb. IBEY Al).E 1.) 'MOMENT CAPACITT Of Tl'\£ BASE RATE,, 2} MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXJTY}. Mb IS THE SMALLEST VALUE OBTAINED· FROM THE 3 CRITERIA ABOVE. Pcol = 2030 lb. . B = 7.75 in. ~= 2:84 m.\b-.· D = .5 in. ·b= '3 -in~ PIA= P~e>V(D*B) = 52.38_pst WS = Mb/((D~BA2)J6) = 5.690 psi. ·fbZ =-2bf6*fb = 3A31 ?Si,. fbl = fb-fb2 = 2.202 psi. Mease= wbTA:2/2 = oT"2/2f fa+ fbl + .-67fb2J · ·Mbase = ·1·60.s in.Jb~ Sbase = 1 *tA2/6· = 0.0234 in.A3 Fbase = . 7 5Fy * 13-3 =· 36000 psi .. fb/fb = Mbase/(Sbas-e*Fbase) = .19 t = .375 in~ b1 ·= 2.375 in. ....--- ~ 'f Pcol ; ANCN:DR TENSION . ' \· ·IMo=O "'f'kd2:·=lJ,1tbase-Pcol'khn] T = Mbase/d2: -PcoJ*b/ZdZ T =-631 Jb~ T .~t di '\· t= f _ /IYl.base d2 ----:f f dl dl } PROJECT. CALLAWAY GOLF ), t ,? Fo.R._ ___ PY_. RA_M_J_D_S_T_O_RA_. G_E_S_Y_S_T_.E __ M __ s_·, _ J. MA T:ERl:AL HANDUN.G ENGINEER:lNS TEL: (909)869-0989 • FAX: {909)8·69-09·81 161 ATLANTIC STREET• POMONA • CA 91768 SLAB AND SO.IL :TYPE C SHEET N0. _____ 4 ___ Y.___.oF 5b CALCU.LA"FE.O B'.Y BOBS.. DATE '}:9:-2.5-200'1 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASStJMEO·To DISTRIBUTE THE lOAO OVER A LARGER AREA OF SOIL ANO Wlli. ACT AS A FOOTING. (a) PUNCTURE P max = 1 .4 DEAD LOAD + 1. 7 LIVE LOAD Pmax = l.4 *· Pcof + l.7 *· {Mot/d) = 5,553 lb. ·Fpunct = Z*"sqrt(f't) = 1'00.0 psi. ,: A.punct :;::: [(w+t/2.)+(d+t/2)}*2*t = 177.5 in.A2 -fv/Fv = Pmax/(Apunct*Fpunct) = 0.31 (b) SLAB TENSlON r·; ' Asoil = Pmax/(1.33 * fsoil) = 4.16 ft.AZ -600 in.AZ L----- L = sqrt(Asoil) = 2 4. 5 in. B ~ sqrt{w.*d) + t = 1' l .2 in. b = (L-B)/2 = 6.6 in. MCQl\G ·= wbJ\2/2. = {1 .33*fsOll:t°bA2)/.{1.44*2) -203. 7 in.lb. Stone= l*tAZ/6· = 4.17 in.A3' .fconc = 50 *sqrt(f'~) = 225.00 psi. fb/Fb =· Mconc/(Sconc*Fconc) = 0.22 BASE PLATE w-= 7. 75-in. d = 5 in-~ CONCRETE t. = 5 in. frc =-2500 psL .SO:IL fs = 1' 000 psf. ~-.. l. ' PROJECL ____ C_A_L_LA_W_._·A_Y_G_O_L_f __ ___,. ___ _ . FOR._ __ . P_.Y_R_A_M_fD_S_T_O_R_A_·G_f_S_-YS_T_E_M_S __ ~ ·5(p SHEET N0._ _____ ·01: ______ _ MATERIAL HANDUNG ENGINEER1NG TEL: (909)86'9.:oga,9 • FAX: .{909)869-0981 CALCULATEDBY __ B_O_B_S_. ___ OATE.__0_9_-2_5_-_2_0_:0_1_ . 1:61 All.ANTlC'~ •POMONA• cA 917~ .· LOADS & DISTRlBUTION :TYPE.·o . LlVE LOAD PER SHELF = WII· = (BAS~Q ON CLIENT SUPPLIED DATA) DEAD LOAD P.l;R .SHELF == Wdl = 5001b BOJb TOTAL LOAD PER FRAME= 5,220 lb 500 lb 155# ·~ ~ . t-9 5001b. 136_# SEISMIC SHEAR BASED ON SECTION 1'630.2'.1 OF THE T997 UBC . WHERE V = {.(2.S x Ca x 'I) / ·R) x Wtotat WtotaJ. == (WII + Wdl) X n n -= # of shelves· Seismic Zone ·= 4 Ca= 0.44 R(long} = 5.6 R(trans) = 4.4 LONGITUDIAt .DIRECTION· •= 1 Soil Coef. = Sd Na= 1.0 Nv = 1.6 ~ r f- 144" ~ ~ ~ ~ ~ f • . -8 5001b . ~# 7 199/ 5001b. 6 5001b. ~# 5 SOOlb. -~# ·4 5001b. i,l4# 3 ~5# 500lb. 2 5001b. . 7# • 1 'lL 120'''-' --.1} lu= 120" 197# • r ~ · ·V1ong == (2.5 -x:-6.44 x 1 )/(S~6}1c.-W,} I 1.4f-2 ' 1152:7## -732. lb w./ working stress reduction 103# fl-= VWhi / ~Wh _. l"RANS\IERSE DIRECTION r i-t------1,~: r 32# Vtrans = _(2.S'x 0~44·x 1)/(4.4Jx W'/ ·L4 .. . 5L' -• = 932 lb w/ working stress reduction . · •9 # Fi = VWhi / kWh } 42"-,I, ,- ."SEIZM1C PROJECT CALLAWAY GOLF 'I ' 'I .INC. fOR _____ P_Y_R_A_M...,..JO_S_T_O_R_A_G._E _S_Ys_·r_E_M_S_t --.-J' SHEET N.O, _____ '-tv __ . Of ' 5<p MATERIAL HANDLING ENGlNEERlNG TEL: {909)869-098.9 • FAX: (909)869-0:98·1 161 All.ANllC ~•'POMONA •:-CA: 917-6:8 CALCULATED BY 808 S. DATE 09-25-2001 LONGITUDINAL ANALYSIS :TYPE D THE ANALYSIS JS :BASED 0~ THE PORTAi,. METHOD~ WITH THE POlNT Of .CONTRA FLEXURE OF THE COWMNS ASSUMED AT MJ~fiEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE·B.AS-E PLATE ~OVIOES ONLY PARTIAL 'FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR ··Cl,.OSER TO THE·BASE.(OR AT. THE .BASE .FOR PINNED CONDmON,· WHERE THE BASE 'PLATE CANNOT CARRY MOMENT). Vlong -:::; 2 * Vco1 = 732 lb. Vcol= 366 lb. F 1 == 4 lb~ F-6= 50 lb. F.2. F2= 13 lbA f7= 59 lb. f3= 22 tb. F8= 6'8 lb. F4= 31 lb. F9= 78 lb. Fl: h= 2 in. F5= 41 lb. 4m. BASE.PROVIDE PARTIAL FIXITY • .SEE BASE PLATE SHT. Mbase = 366 in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn~L' Mconn * 2 = Mupper + Miower Mconn = [Mt1pper + Mlower]/2 RE SUL TING. FORCES ON COLUMN SECTION AXIAL LOAD MOMENT Mconn 1 2610 366 '1714 2 2320 1812 2405 3 203·0 1741 2317 4 1740 1636 2183 5 1450 1479 2002 6 1160 '1276 7 870 1026 1776 1503 8 580 730 1184 9 290 388 Beam to CoLConn. ) SEIZMIC P,ROJE'CT_,,.-__ -C_A ..... LLA .......... W_A_Y_G_O_L_F _____ _ ·iNC. Fo·R..__ __ P_Y_RA_M_l_O_S_TO_R_A_G_E_S_Y_ST_E_M_S __ SHEET NO _____ ~_,_ Of 5(o MATERIAL HANOUNG ENGINEERING TEL: {909)869-0989 • FAX: {909)86.9-0981 161_ ~ll.ANTIC SIREET ~-_P_OMONA •. ~-91.7l68 CALCULATED BY 80B S. DATE 09-25-2001 -COLUMN ANALYSIS .. :TYPE b - -COUJMN JS ANALYlED PER AtSI CO{J).:.FORMED ST£El DESIGN MANUAL Pmax = 2,320 lb. Mmax = 1,812 in.lb. Kxlx/rx = 1.2 * l0 / 1.235 = 9.7 KyJy/ry = .. 8 * 52 / 1.087 = 3.8.3 <--GOVERNS Cc = (2nA2E/Fy)A.S = 102.0 SINCE Kf/r <= Cc, Fa = .522Fy-[(kt/r*Fy)/1494]A2 = '26,725 psi. fa == Pmax/ Area = 3,520 psi. fb =Mmax-/Sx = 2,685 psi. fa/Fa = 0.13 <=~ 15 f:a/Fa+fb/fb <= 1.33 · Fb = .G*fy = 33,000 psi. fb/Fb = 0.08 COMBINED STRESS·= 0.21 r-A--1 =.::iz ZI. = 1 B l SECTION PROPERTIES A= 311 B = 3" C=.75" 0=0" E=O" Wt.=0# tl = .075" t2 = O" Ar-ea = J,5911 A2 Ix= 1.012"A4 ly = .78"A4 Sx = .675"A3 Sy= A98"A3 rx = 1 .235" ry = 1.087" 8" Front View Side VieVI- MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT CALLAWAY GOLF ,FOR PYRAM1D STORAGE SYSTEMS ___________ ,_,__,__,_ SHEff NO. CAlCUUtTEa· llY 48 OF S.6 BOB S.. DAliE; 10/2.3/(ll COLUMN ANALYSIS (3X3X14GA) EXPOSED POST CHECK ANALYZED PER DJV VII, CHAP 22 OF THE 19·97 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P= 2,320 LB M= 0 IN-.LB Kxlx/rx = 1.2*10 IN/1.235 IN = 9.7 Kyly/ry = 0.8*52 IN/1.087 IN AX~AL = 38.3 <= (!<llr)max Fe= TIA-2E/.(KUr)maxA2 = 19.8.8 KSI Fy/2= 27.5 KSI SINCE, Fe > fy/2 THEN,. Fn= Fy{t-Fy/4Fe) FLEXURE = 55 KSt*[t-55 KSl/(4*198.8 KSl)J = St.2 KSi Pn= Aeff"'Fh = 331738LB .Oc= l.:92 Pa= Pn/nc = 33,738 LB/1.92 = 17,572 LB P/Pa= 0.1'3 < 0.15 CH£CK: 'P/Pa + Mx/Max :s 1.33 Pno;= Ae*Fy = 0.659 INA2 *5·5000·PSI' = .36,24.S lB Pao= Pno/Gc ·= 3'6~45 -U!/1.9-Z = lS.,-878 LB Myield=My= Sx*Fy, 'THUS, =· 0Jv7'5, INA\>s, *' 5-5000 PSf·. = 37, l25 IN-LB Max= My/Of = 37125 '1N-'1..8/L67 = 22,Z:U lN:-LB Per= nA28/(Kl)max.A2 = rr~2~95oo.ooa P.Stt(O ... B.k52 tN:J.A2 = 131.,229 L? (EQC4.1.-l) {EQ. C4-3) (EQ C4-2.) (EQC4-1) (f.Q. CS-3) l t -..;; -~-Ill-.-B ~: 'c:3 =·u SECTION PROPERTJES A= 3.0 IN. B= 3.01N C= 0 .. 7·51N t = O.U750 1N Aeff = 0.659-INA2 Ix:= l.Q.12 INA4 Sx = 0.675 INA3 rx = 1.235 IN ly = 0.780 iNA4 Sy = '0.498 iN"3 ry = 1-.087 IN Kx=· 1.2 .. Lx· = 10;0· IN· Ky= ·0.80 Ly= :52.0 IN ,f-y= '55 :KS\ E= 29,500 KSI Of= 1.6T Cmx;:;:: 1.:0 Cb= 1.0 JJX=-{T /[1-(Qc*P/Pcr}J}A-t = turt-ft-.92*-23'.20. t..B/f.31:229-ILBJ]:fA-l = .0.97 (2320 LB/HS72·lB} +{0-iN4..61-Z2i'31 tH ... Bl= -O.l2 < 1 ... -0, ,OK {f:(l C-5-3) SINCE COLUMN IS LESS. THAN HALF STRESSED. fr 5,8K FOR a>UJstON-l:OADSr (PER SE01EW 2:22,2S} J MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALE:UlA TEO· 8-Y CALLAWAY GOLF PYRAMID STORAGE SYSTEMS 4'9 OF BOBS. DATE 56- 1-0/23/01 ------------ COLUMN· ANALYSIS (.3X3Xl 4GA) DOWN AISLE LOADS ANAtY2£0 PER DJV VJ~-CHAP 22 OF THE 1997 UBC. -SECTtON PROPERTIES BASED ON THE EfFECTM: SECTION. [ P= 4320 LB _M= 1r81.'2, Ht-LR Kxlx/rx = 1.2*10 ~N/1.235 fN = 9.7 KyLy/ey = 0 .. 8*52-·IN/1.087 dN = 383 <:=--= (_IO/r)max AXtAt Fe= tt!l-2Et.(KU.r)maxl'-2 = 198.SKSI fy/2= 27.5 KSI SINCE, Fe > fy/2 THEN, fn= Fy(l-Fy/4fe) FLEXURE = 55 KSl*[l-55 KSV(4*198.8 KSl)J = S-1.2 KSt Pn= Aeff*F.n = 33"7~S LB Ge= 1.9.2 Pa= Pn/Oc = 31138:-LB/1 ~92 · = l7~57Z ts· P/Pa= 0.13 < 0.15 'CHECK: 'P-fPa +M-x/Max:S 1:3"3- P~ Ae*F.y. . = O\.:U59 fN"A2 *55-000-PSf = 361245LB Pao=:= Pno/nc = '3"G'2..4S l.'Eti 1),2. = 18,:878LB Myjeld=Myp, Sx*Fy THUS, =· (i).';675' fNll:'3 *. 5.5000-PSf>' = 37,125 tN--LB Max= My/Of = 3.7t25. m.l.S{t.£7 = 22,23 t IN-LB . Per= n:A2Efl{K[.)max.A2 = ,n:t..P.29.500006 P.Sf/{€l&k52 fN)A2 = 131,22."9t.8 (EQ C4~ 1-·1} {EQ. C4'-3) (EQC4-2) {EQC4-f) t=A=1 ~~# ## .~# -i 1 , t :. . . B =Ll SECTION PROPERTIES A= 3.0iN' B= 3.0 IN C= 0.75'.lN "t = 0.0750·\N Aeff = 0.659 INA2 Ix = 1.012 IN/1-4 Sx = 0~ 675 fN/\3 rx= 1..235 JN ~ =· 0.780 !NA4 Sy = t).4'9S-1NA3 ry= l.087 rN Kx= l.2. tx = TO·.O' 1N· 1<y= 0:80 t,y = 52.0lN fy;. '5'5.1K'Sl E= 29,500 KSf flf=-T.-6T -Cmx= 1.0 Cb= LO JJX= {1/[l-(Oc*P/Pcr)JJA-l = f'flfT-{1' .. 9'2~ (B'l'f'.3:122~ LB'}.J}A-'F = 0.97 {23io l6fl7572 UJ} + (l812 ·JN--L6/22231 lN.:t..B} = 0.2:0 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 \ PROJECT FOR SHEET NO. CAlCl::JlATED BY CALLAWAY GOLF PYRAMID STORAGE SYSTEMS 50 OF 56 · BOBS. DA-TE 10/23:/0·1 L N ANAL Y I (3X3X1 4GA) EXPOSED POST CHECK ANALY2ED PER DIV VII, 'CHAP 22'-0F THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTJON. l- P= 2,320 LB ·M= 0 IN-LB. Kxlx/rx = 1.2*10 IN/1.235 IN = 9.7 Ky'"-y/ry = 0.8*52 IN/1.087 lN =· 3·8.3, <==· (KVr)max AXIAL Fe= 11A2E/(KL/r)maxA2 (EQ C4. l-1) = 198.8 KSI Fy/2= 27.5 KSI SINCE, Fe >-Fy/2 THEN~ Fn= .fy{1-Fy/4Fe) (EQ, C4-3) = 55 KSf*[l-55 KSl/(4*198.8 KSI)] = ST.2 KSf Pn= Aeff*Fn (EQ C4-Z) = 331738LB Ile= 1.92 Pa= Pn/nc (EQ C4-1') ~ 33738 t;.ll/l.92. -= 17,572'LB P/Pa= 0.13 < 0;15 FLEXURE CHECK: Pf Pa-+ Mx/Max ;5; 1.'33 (l:Q.· CS-'3) Pno= Ae*Fy = 0.659 IN"-2 *5·5000 PSI· = 3:6,245 LB Pao:::;: Pno/Gc = 362.45 ·L'B/'\~9,2 = 1.~,878 LB Myiel.d=My= Sx*Fy THUS, = 0.675 INA.3. *-5500-0.PSf -= 37,125 tN-LB Max= My/Of --= 3.712i·-ttit;,U3t1 :-6:7 = a2,23-1 IN-LB Per= nA2El/(KL)maxA2. =: n~2*29'500000.: PSt/{M*5'2' IN,);>\2: = 13.1.,229 LB t B u SECTION PROPERTIES A= 3:0 IN B= '3.0 IN C= 0.751N t = 0.075.Q IN Aeff = 0.659 INA2 Ix= t.012 INA4 Sx = 0.675 fNA3 rx= 1.235 IN -ty = 0.7801NA4 Sy = 0-~49~ '\NA3 ry = 1-.087 tN Kx ;=: 1..2 tx= 10.0 IN Ky= 0.80 . .l,.y = 52.0 lN F-y= SSKS1 E= 29t500 KSI !If=-1.6,T , Cmx= 1.0 Cb= 1.0 µx= {t/['l-(Oc*P/Pcr)]}A-1 = {'t..ffl"-{T:.9'2*2321\l LBl.113'1'229• li.J3~flfA'-'f = -0.97 {2320 U3/17S72 U3} + {0 lN-LB/22231 IN-lB)= 0.12 SINCE. COLUMN IS LESS THAN HALF STRESSED,: ff ISO(('. roR WUJSl'QN LOADS (PER SECTION:. 2222 •. 5) J' PROJECT __ C_A_LL_A_W,_A_Y_G_O_L_F _____ _ FOQ........,__..,......-P_Y_R_A_·M_iD_· S_T_O_·R_A_G_E_S_V_ST_E_M_S __ MATERIAL HANDLING ENGINEERING TEL: {909)869-0989 • FAX: {90~)869--0.981 llil All.ANTIC.smEET •POMONA •:CA .9l?.'li8 SHEET NO S' Of _5(&:, CALCULATED BY. . 808 S ... DATE 09-2·5--2'001 BEAM .ANAL YSIS..:T.YPE. D BEAM TO :COWMN--CQNNECOONS PROVJD£ AOEQl)ATE MOMENT CAPACITY TO STABUZE THE_ SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FOOTY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PJNNED ENDS. FOR THE COMPUTATION: OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL F1XITY OF THE BEAM,-{ASSUMED-AT ·AN ARBITRARY l5% OF THE HXE0 END MOMENT OR 2,000 in.lb. WHICH EVER IS SMAU-:ER) WILL BE ADDED. I act = 1 20.0 in. lmax = '(19.50 + 1200{M1/M2)]b/Fy SINCE M1/M2 = 1.0 I max= 31 S0*b/Fy = 158 in. SINCE lmax > lact Fb = .60Fy = 33,.000 psi. MAXIMUM .STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = wlA2/8 = 3484.Bin.lb. CAPACITY= 2(8*M/I} = 4130Ib. 2) MAX1MUM ALLOWABLE DEFLECTION (U1 80). ll = 5wlA4/384EI -CAPACITY= 2{(384-El)/(5*1.8O*1"2)] = "3~34Jb . ~.75" 5"4' I• 4.035" t= .0747 in. Sx = 1.056 in."3 Ix= 1.850 in.A4 .MAXIMUM-STATIC .LOAD PER .LEVEL iS 3.,234 lb. ' ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. . - Mstatic =-wlA2/8 = UVE.LbAD*V(2*8) MaUow(static) = Sx * Fb Mimpact = 1.125*Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) ,, 'I 1.62 5" J_ LEVEL Mstatic Mi.mpact Mallow Mseismic Mallow RESULT 1 2 3 4 5 6 7 8 9 ·3749 3749 3749 3749 3749 3749 3749 3749 3749 1.125Mstatic (Static) 4218 34848 4218 34848 4218 34848 4218 .34848 4218 34848 4218 34848 421 ·a 34-848 4218 34848 4218 34848 l714 2405 2317 2183 2002 1776 1503 11.84 819 (seismic) 46463 46463 46463 46463 46463 46463 46463 46463 46463 GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT FOR SHEET NO. CALCULlffED: BY,· CALLAWAY GOLF 'I' PYRAMID STORAGE SYSTEMS 52 OF 56 B.OB $; DATE. 10/23/01 _BEAM TO COLUMN ANALYSIS: JNTERLAKE STANDARD(14GA COLUMN} ' · Mconn.ma:x.= Mcann~ seismic -+-Men1i =l-2,405. IN,-LB. l CONNECTION. C'AFACITY' DEPENDS: 01"'1'. TFIE' FOU.OWING. P-AR'Af:.1ETERS: 1} SHEAR CAPACfP(-OF SllJOS STUD DIAMETER= 7/16 IN Fy= 5~000 PSt Pmax-shear= 0.4 * Fy * Area = OA * 55000 PSI * (0.4375 JN)A2 * n/4 = 3,307.3 LB 2) BEA1UNG O\P-Acm: ON; CQtUMN Fu= 65,-000 PSI Pmax-brg= Bearing Area * Fbearing = (0.5, * thickness) * (l..O * Fu) =· (Oi 5 -1e-0'.075 IN} * (T .-0 *650'00 PSI} .. = 2,437.SO LB < 3307.3 LB ·3) MOMENT CAP'ACITT Of BRACKET Mcap= Sbracket. * Fbending. = 0.11 lNA3 * 0.66 * Fy = 3,993 IN-LB C=· M'cap/0'.75 = LH * PT THUS,... Pt= l .. 20: *' McaP, = 4~792 IN-:LB > 3307.3 LB T:HUS, GOVERNING VALUE lS THE MIN V.AUJE .OF Pl, Pl-eff= 2~43-8-LB M'l:OM<-all'i:JW= M*45 IN' +., P-2"'0.5 IN = 4.55 * P1-eff * 1.33 = 14,788 1N-LB > Mconn max, OK Mconn Mupper r, Mconn ·O o. ) ·o 0 Mlower- Pl 1" 1 4" '1/2"' ...L-------'!.- --=------1 / 2" C= P1 + PZ = P1+ P1*(0.5/4.S) = l •. 1:1:*P·l: Sbracket= 0.1 l0 1NA.3 J' .~ I ' 'l .,. PRo.JEcT, ..... __ CAL_-· ___ lA __ :w.,..,·,....AY_._;.;,..·~-o ..... .L. __ f ________ . ___ _ FoR._ _____ P __ Y __ ~_A...,.M_io_· ·ST ______ D .... ·R ..... A_G_E_.s_Y __ ST£_· _M_s _____ _ ·SH££T N0 _____ '53 __ Of __ _,___...._. 5 ....... (p_ MATER1Al..HANDUNG£NG1NEERING BOBS . 09 .. 25 2001 iNC. ~L: {9Q9}869~0989 • FAX:{90.9}8fi9-{).981 CALCULATED BY. ___ • ____ -DAT~ _ -. "' . l~l .AllANTICSDUET l!t .. P.O.MONA·•-Ol·1Jl1'.,68 .......... . .. TRANSVERSE .ANALYSJS .: .-BRACJNG :TYPE .D. :IT JS ASSUMED T:HAT THE LOWER PANELRtSISTS THE FRAME SHEAR JN.TENSJON AND COMPRESSION. -1F HORIZONT.ALANO DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE -OONE ON THE DIAGONAL MEMBER AS 1t·-w1LL GOVERN. ·DIAGONAL BRACt~ : COMPRESSIQN MEMBER L diag. = {(L-6)A2+(0-2~co1)A2]A.5 = .58.4 Vdiag --Vtrans * .Ldiag. / D ·=1'296# kl/rmin = [ 1 * 58.4 J / .495 ·= 118.0 fa -{12nA2E]/[23(kl/r)A2] ·-= 1.07'23 psi. fa/Fa =Vdiag/(Area*Fa) =0.37 DIAGONALAND HORlZONT Al BRACING 1 l= 52" l Area= .325 "Kl rmin= ,495 11 t= .0747 II W= 1.5 " H= 1.5 11 '. " ' 1 .. : ' : .. : : . ' i : 1 : .- > .. ," PROJECT CALLAWAY GOLf ... . <..., PYRAMID STORAGE SYstEMS ' J ~O~--------------. ·tNC. SffEET··NO 5°'-f Of S°(o MAJEmAL HANOL1NG'£NG1NEER1NG TEL: {909)869-0989 • FAX: {909}-8(;9-098:1 1.61 A.Tl.ANTIC snlllET • POMONA ·• ·CA .91.7.68 eAt..cut..A'reo av BOB .S. _ 1'.1-*'1"·f; 09-2.~-ZOOl. OVERTURNING ·;TYPE D .. ANALYSlS OF OVERTURNING WlU. BE BASED ON SECTION 22ZB ·• 7 .1 OF lliE 19'91-Umform 'Building :Oxfe_ .Fl)LLY LQAOEO TOTAL SHEAR = 932·1~ Mot = Vtrans·* ht* 1 .. 1 s . -191f ='93·2 * 59 '* 1.15 ·r-17·4# = 63408. inJb ... •• . 15~~ Mst ;:;;: !(Wp+,;:85wOL) * rJ/.2 ~··· 1?-J'#. = { 4500+.85 * 720) -~ 42/2 \· ,J13:# = 1-07352 in.:ih. ~ lll>f# PopUft = 1 {Mot -Mst)/d ..... S.6# Pu,pJift <== 0 .NQ UP1JFT I .. ', J.2# TOP SH\;lf .LOADED L 9# ' . .. SHEAR = 103·Jb. 'Mot = VtQp *··h * 1 .. 1-5 ,Jc. 42" -:f #:103*84*1.lS = l 0004 in.lb. Mst = (Wp+wOL) * d/2 = { 500+ .. 85 '* 720) * 4212 ::; 2i3s2 :mJb. t>uplift ::.;:: 1 {Mot -Mst)/d P-uplift <-0 NO UPLIFT USE 2 ea. 1 /2 x 3-1 /2 MIN,. EMBED. ANCHOR. CAPAClTY·OF 1/2 x 3-1/2 = 875 lb. :PULLOUT & 18401b. SHEAR COMBINED STRESS 1 = 0 / 1750 + 466 / 3680-= 0~ 13 COMBINED STRESS2 = 0 ./ 1750 + 51 / 3680 = ·o~o, ', \ : i ; \ : i. : ' ,I ;. ' l .. ' . ' SE1ZM1C PRoJecT. _ ___,..·c_A_L_LA_w_A_Y_G_O_L_F ______ _ FoR ___ .,...P_Y_R_A __ M_tD_ST_O_R_A ___ G_E_S_Y_ST_E_M_S __ -INC. SH.Ert N0._ __ .........,_5_S_ Of _____ 5_b_ MATER1AL HANOL1NG ENGlNEERlNG TEL: (909)869-0989 •'. FAX: {~0.9)869-09'8·1 1-6-l A.11.AN1lC SDlEET •POMONA,. -CA. :91 lBS_ CALCULAT£013:y __ B_O_B_S_. _ OATE 09-25-2001 BASE ~LATE ·.:TYPE D -( ' :BASE PLATE .Wll':BE:ANALYZED -WJT:H THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL 'LOAD P, COMBiNED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (]F ANY). THERE ARE 3 CRITER1A IN DETERMINING Mb. THEY ARE 1). MOMENT CAPACITY OF THE BASE PLATE, 2) .MOMENT CAPACITY-OF THE ANCHOR BOLTS, 'AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM'TI-tE 3 CRITERIA ABOVE. Pcol =: 261 O lb. B-= 7.75 -in. 'Mb= 366 in.lb. .0-= 5 in. b= 3 in. P / A = Pco1/(0*B) = 67 .35 psi. .M/S =. Mb/((0*:BA2)/6) = .7.316 psi. fb2 = 2b/B*fb ·= 4.484 .psi. fb1 = fb-fbZ = 2~8-32 ·psi. Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + ~67fb2] Mbase = .206.4 in.lb. ·sbase = 1*tA2/6·= .0.0234 in.A3 ·:Fbase = ]5:fy * 1.3·3 = 36000 psi. fb/Fb = Mbase/(Sbase*Fbase) = .24 ANCHOR TENSION I:Mo=O T*d2={Mbase-Pco1*b/2] T = Mbase/d2 -Pcol*b/2d2 T =~812 lb. t = .375 in. b1 = 2.375 in. ___ _, ~ . . iPcol fa 1 1 r t ...._ ____ _..;_ _ _.;. fb iPcol T SEIZMIC PRO-JE-eT: CALLA WA y GOLF .• , ' ,, .,. lNC. FoQ,_ __ P_Y_R_A_M_lo_·ST_O_R_-A_G_E_S_YS_T_E_M_S_''-_ ,-~ SHEET NO, . . 5(p OF 5t;o MATERIAL HANOUtQG EN~INE-ER{NG TEL: {909)869·098'9 • FAX; {90'9)869--098~ 161 A~-:SJ'REET•'P()N~ •CA' ,9.J;i'.68 CALCULATED BY. BOB s. DATE 09-25-2001 SLAB AND SOIL·:TYP.E .D _ . THE'·SLAB WILL .BE :CHECKED 'FOR PUNCTURE SlRESS. .IF ND PUNCTURE .OCCURS, 1T WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A lARGER AREA OF SOIL AND WJIJ_ ACT AS A FOOTING. _ (a) PUNCTURE Pmax ~ 1 .4 -DEAD LOAD·+ 1,.7 LIVE LOAD Pmax = 1.4 * Pcol + J) *''(Mot/d) = 6,221 lb. Fpunct = Z*sqrt(f'c) = l00.0-psi. · ·:Apdrict. -~ [(w1ft/2)+(d+v2)]*2*t = '1'77:s··1n:1-.2 ·fv/Fv = Pmax/(Apunct*Fpunct) = 0.35 _(b) .SLAB.TENSION As,oih= Pmax/(1.33 * fsoil) = 4:67: ft.A2 -672 in.A2 .L = sqrt(Asoil) .= 25.9 in. 8 ,;;:_-sqrt(w*d) + t-= 11.2 in. b = (L-B)/2 = 7 .3' in. Mconc = wbAZ/2 = (1.33*fsoil*b"2)/(144*2) -249.9 in.lb. Scone ·= 1 *tA2/6 = 4.17 in.A3 Fconc,= 50 *sqrt(f1c) = 225.00 psL fb/Fb = ·Mconc/(Sconc*Fconc) ·= 0.27 L----- BASE.PLATE w =7 .. 75 in .. ·d = 5 in. CONCRETE t = 5 in. f'c = 2500 psi:. SOIL fs = 1000 psf. ·" ' . .t' STORAGE RACKS DRIVE-IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MGE>Ul:AR·OFFICES · GONDOLAS BOOKSTACKS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PERMITllNG SERVICES PRODUCT 'TESTING FIELD INSPECTION SPECAL f'ABRICATION SEISMIC ANALYSIS OF STORAGE RACKS FOR CALLAWAY GOLF 2261 RUTHERFORD RD. CARLSBA0,CA. 92008 #01-1432 ALASKA ARJZQ,IA CALIFORNIA COLORADO IDAHO MISSOURI NEVADA NEW MEXICO OREGON PENNSYLVANIA UTAH WASHINGTON 161 ATLANTIC STREET • POMONA • CA 9176& • TEL: (909)869-0989 • FAX: (909)869-0981 C~0/3110 , MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 AlLANTICSTREET •POMONA• CA 91768 PROJECT __ CA_L_LA_W_A_Y_G_O_L_F _____ _ FoR ___ P_Y_R_A_M_ID_S_T_O_R_A_G_E_S_Y_ST_E_M_S __ SHEET N0 ___ 2 ___ OF ___ 1_8 __ CALCULATED BY __ B_O_B_S._ DATF 09-25-2001 TABLE OF CONTENTS SCOPE: 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 4-5 6-9 10 11 12 13 14 15 16 17 18 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. '1 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ C_A_L_L_A_W_A_Y_G_O_L_F ______ _ FoR ___ P_Y_R_A_M_ID_ST_O_R_A_G_E_S_Y_S_T_E_M_S ____ SHEET NO. 3 OF 18 CALCULATED BY BOB s. DATE 09-25-2001 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRl;:CTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJAC~NT 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. TRIBUTARY AREA 2. BEAM. 3. BEAM TO COLUMN. . .. ----L ______________ , . 7--' 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. LONGITUDINAL TOP VIEW '[ MATERIAi,.. HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 A11.ANTIC STREET• POMONA• CA 91768 CONFIGURATIONS PROJECT_-----::C:-:-A:::L:-:LA-:-:::W::--A-=::Y:-::::G:=::O=:=LF~------ FOR._ __ P_Y_R_A_M;.,;:_ID.....:S:..:.T-=O.;..:R:..:.AG=E:....::..SY.:...:S:..:T..::.E:.:.:.M~S __ SHEET NO. 4 OF 18 CALCULATED BY BOBS. DATE 09-25-2001 TYPE A • ,It--5001b. r 5 F-t-5001b. 4 144" t-5001b. 3 F-t-500 lb. 2 I/ +-· 5001b. L 1 2~" I., l . , 72"--~ } 30"-,I, TYPE B 5001b . ~ ~ 9 r 5001b. ~ 8 5001b. F-~ 7 5001b. ~ 6 144" 5001b. 5 ~ 5001b. ~ ~ 4 5001b. ~· 3 !/ 5001b. ~ 2 L 5001b. f 1 • r 1 20"'-----'~ SHEET NO. PROJECT_---:::C7:A:="L-:-'.LA:-:-W:=:A---:Y::=:=:G:-=:O~L~F _____ _ FOR----.;. ___ PY_R-::A:-M_ID_S_T..:..O....:.RA....:.G.=..:E=-=-SY.:..:S:..:T-=E::...:M:.=S __ 5 OF 18 . MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-25-2001 CONFIGURATIONS TYPE C . 5001b. r- -:~ t-+-7 5001b. +-6 14411 5001b. +-5 t-5001b. +-4 500 lb. 3 II +-500,lb. +-2 L S00lb. f 1 I, . . l ., 1 2011·----..rk ~ 42"~ .TYPED 5001b . .,,... +--9 r 5001b. ··. ' +--8 S.00lb. t-.+--7 5001b. +--6 \ 152" S00lb. +--5 t-5001b. +--4 5001b. +--3 I/ 5001b. +--2 L 5001b. r 1 I . , l ., 1 ·20"·----'k ~ 42"~ ·t SEIZMIC PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ _ INC. FOR._ __ P_Y_R_A_M_ID_S_T_O_R_A_G_E_S_Y_ST_E_M_S __ SHEET NO 6 · OF 18 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 All.ANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-25-2001 TYPE A . SPECIFICATION -MAIN STEEL 55000 PSI 5001b. 135# r -: '--1=;;::======I 172# ~ -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 -FLOOR SLAB 5" X 2500 PSI. REINFORCED 144" !) -26" l 1=4===5=0=0 ='b·=:::1 ~# f--1----1 ~# l . 3 5001b. 81 # __!l3# -SOIL BEARING PRESSURE 1 000 PSF -SEISMIC ZONE 4. -TYPE= SINGLE ROW UNITS. SECTION AXIAL FORCE .. 1 1,450 lb. 2 ·1, 160 lb. 3 870 lb. 4 580 lb. 5 290 lb. r ,'. 500 ... ~4# r , soo,.. J7# sl· ; 24" l • L L ,.---72" --,. ,f-30"..,J, lu = 72" MOMENT 4,476 in:.lb. 2,279 in.lb. 1,953 in.lb. 1,465 in.lb. 814 in.lb. BEAM MOMENT 3,752 in.lb. <-std.conn. 2,491 in.lb. <-std.conn. 2,084 in.lb. <-std.conn. 1,514 in.lb. <-std.conn. 782 in.lb. <-std.conn. TYPE A DESIGN LOAD = 500# BASE PLATE COLUMN BEAM 69# ... 34# • -.J -.J 3Xl-5/8Xl 4GA(LU21) 3 X 3 X .1875 COLUMN STRESS =0.52 -.J 3-5/16x2-3/4x14GA/311 H BASE PINNED MAX LOAD/LEVEL= 4, 100 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL -.J HORIZONTAL -.J DIAGONAL -.J -.J ANCHOR STRESS= 0.51 1 1/2 X 1-1/4 X 14 GA 1 1/2 X 1-1/4 X 14 GA PUNCT. STRESS= 0.45 # OF ANCHORS= 1 STRESS= 0.07 STRESS= 0.33 BENDING STRESS =0.29 NOTE: COLUMN PROTECTORS WILL BE REQUIRED FOR THIS CONFIGURATION IF HEAVY DUTY EQUIPMENT IS USED IN THIS AREA. ·-~ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • .CA 91768 TYPE B SPECIFICATION -MAIN STEEL 55000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 X 3-1 /2 -FLOOR SLAB 5" X 2500 PSI. REINFORCED -SOIL BEARING PRESSURE 1000 PSF -SEISMIC ZONE 4. -TYPE= SINGLE ROW UNITS. SECTION AXIAL FORCE 1 2,610 lb. 2 2,320 lb. 3 2,030 lb. 4 1,740 lb. 5 1,450 lb. 6 1,160 lb. 7 870 lb. 8 580 lb. 9 290 lb. PROJECT __ C_A_L_LA_W_A_Y ___ G_O_LF ______ _ FoR ___ P_Y_R_A_M_ID_ST_O_R_A_G_E_S_Y_S_T_E_M_S __ SHEET N0., ___ 7 ____ OF ____ 1_8 __ _ CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 ~ 9 8 ~ 7 ~ 6 ~ 14411 5 ~ 4 ~ +-3 +-2 " 1 L 'I 5001b. 175# S00lb. 5001b. 500Ib. 5001b. 5001b. 5001b. 5001b. 500Ib. 1 20''-----1~ 223# . I,; 169..,# 146# --,, 123# ___ _. 100# _. 77# _..,, 53# .. 30# • 7# ,. ,¥-4211 --k lu = 120" MOMENT BEAM MOMENT 366 in.lb. 1,898 in.lb. ~std.conn. 2, 179 in.lb. 2, 1 06 in.lb. 2,768 in.lb. ~std.conn. 1,979 in.lb. 2,668 in.lb. <-std.conn. 1,798 in.lb. 2,513 in.lb. ~std.conn. 1,562 in.lb. 2,305 in.lb. <-std.conn. 1,271 in.lb. 2,041 in.lb. <-std.conn. 926 in.lb. 1,724 in.lb. <-std.conn. 1,229 in.lb. 1,702 in.lb. ~std.conn. 1 ? ~ Q in lh ..,.._c,1-rf ,.nnn TYPE B DESIGN LOAD= 500# BASE PLATE COLUMN BEAM .../ .../ 3X3X14GA(LU72) .../ 7.75 X 5 X .375 COLUMN STRESS =0.23 4-1/32x2-3/4x14GA/485H Mbase = 366 in.lb. MAX LOAD/LEVEL= 3,234 lb. BEAM IS O.K. OVERTURNING B.RACING SLAB & SOIL .../ HORIZONTAL '1 DIAGONAL '1 '1 ANCHOR STRESS == 0. 1 3 1 1/2 X 1-1/2 X 14 GA 1 1 /2 X 1-1 /2 X 14 GA PUNCT. STRESS= 0.39 # OF ANCHORS = 2 STRESS= 0.13 STRESS= 0.37 BENDING STRESS =0.32 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 TYPE C SPECIFICATION -MAIN STEEL 55000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 X 3-1 /2 -FLOOR SLAB 5" X 2500 PSI. REINFORCED -SOIL BEARING PRESSURE 1000 PSF -SEISMIC ZONE 4. -TYPE = SINGLE ROW UNITS. SECTION AXIAL FORCE 1 2,030 lb. 2 1,740 lb. 3 1,450 lb. 4 1,160 lb. . 5 870 lb . 6 580 lb. 7 290 lb. PROJECT __ C_A_L_LA_W_A_Y_G_O_LF ______ _ FOR ___ P_Y_R_A_M_ID_S_T_O_R_A_G_E_S_Y_ST_E_M_S __ SHEET N0._ __ 8 ____ OF ____ 1_8 __ _ CALCULATED BY BOB s. DATE 09-25-2001 ----- 500 lb. 200# .. 167# f-5001b. --___. 6 ~ 144" 5 ~ ·4 ~ ~ 3 ~ 2 II 1 S00lb. S0Olb. S00lb. S00lb. S00lb. 135# __.., 103# _,. 71# ... 39# .. 7# .. 12011 ._ --~ lu = 120" ~ 42".,j, MOMENT BEAM MOMENT 285 in.lb. 2,036 in:lb. <-std.conn. 2,538 in.lb. 3,094 in.lb. <-std.conn. 2,399 in.lb. 2,898 in.lb. <-std.conn. 2,147 in.lb. 2,589 in.lb. <-std.conn. 1,780 in.lb. 2,166 in.lb. <-std.conn. 1,301 in.lb. 1,629 in.lb. <-std.conn. 707 in.lb. 979 in.lb. ~std.conn. TYPE C DESIGN LOAD = 500# BASE PLATE COLUMN BEAM 'V 'V 3X3X14GA(LU72) 'V 1.75 X 5 X .375 COLUMN STRESS =0.21 4-1/32x2-3/4x14GA/485H Mbase = 284 in.lb. MAX LOAD/LEVEL= 3,234 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL 'V HORIZONTAL 'V DIAGONAL 'V 'V .ANCHOR STRESS = 0. 10 1 1/2 X 1-1/2 X 14 GA 1 1/2 X 1-1/2 X 14 GA PUNCT. STRESS= 0.31 # OF ANCHORS = 2 STRESS = 0. 10 STRESS= 0.29 BENDING STRESS =0.22 PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ _ FOR,___ __ P_Y_R_A_M_ID_ST_O_R_A_G_E_S_·Y_S_T_E_M_S __ SHEET NO. 9 OF 18 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91 768 CALCULATED BY BOB s. DATE 09-25-2001 TYPED SPECIFICATION -MAIN STEEL 55000 PSI -BASE PLATE STEEL 36000 PSI 5001b. 155# 1p" -9:;::======I .___ "'f-,-500 lb. .- 1 p" -8======1 "'f-_ 500 lb. 1p11 7 197# • 174# _.,.. m# 127# -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 "'f-500 lb. 10" l=:6======1 l----1 __,. -FLOOR SLAB 5" X 2500 PSI. REINFORCED -SOIL BEARING PRESSURE 1000 PSF -SEISMIC ZONE 4. -TYPE= SINGLE ROW UNITS. 1 52 II . f--j:::s;;:===5::::Q::::0 :::::lb.::==::::j 1p" --=====I ~ ,....., 5001b. 1p" ,_4======1 "'f-......, 500 lb. 1p" -3======1 "'f-......, 500 lb. '11p"" -2======1 ~ _ 5001b. " 1 103# ~ 80# .... 56# .. 32# • 9# > }--1 20"--( ~ 4211 --k SECTION 1 ·2 3 4 5 6 7 8 9 lu = 120" AXIAL FORCE MOMENT BEAM MOMENT 2,610 lb. 366 in.lb. 2,320 lb. 1,812 in.lb. 2,030 lb. 1,748 in.lb. 1,740 lb. 1,637 in.lb. 1 ,450 lb. J ,480 in.lb. 1,160 lb. 1,276 in.lb. 870 lb. 1,026 in.lb. 580 lb. 731 in.lb. 290 lb. 388 in.lb. 1,714 in.lb. <-std.conn. 2,405 in.lb. <-std.conn. 2,317 in.lb. <-std.conn. 2, 1 83 in.lb. <:-std.conn. 2,003 in.lb. <:-std.conn. 1,776 in.lb. <-std.conn. 1,504 in.lb. <-std.conn. 1, 1 84 in.lb. <-std.conn. A 1 Cl in lh ...--cf-~ rnnn TYPE D DESIGN LOAD = 500# BASE PLATE COLUMN BEAM 3X3X14GA(LU72) STRESS =0.21 7.75 X 5 X .375 -,J COLUMt --------------"1 4-1/32x2-3/4x14GA/485H Mb as e = 366 in.lb. MAXLOAD/LEVEL= 3,234 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL -"1 ANCHOR STRESS = 0. 13 HORIZONTAL -,J DIAGONAL -,J 1 1/2 X 1-1/2 X 14 GA 1 1/2 X 1-1/2 X 14 GA -"1 PUNCT. STRESS= 0.35 # OF ANCHORS = 2 STRESS= 0.13 STRESS= 0.37 BENDING STRESS =0.27 PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F _____ _ FOR _____ P_Y_R_A_M_ID_S_T_O_R_A_G_E_S_YS..:...T_E_M~S __ SHEET NO. 10 OF 18 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (90~)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOBS. DATE 09-25-2001 LOADS & DISTRIBUTION :TYPE A - LIVE LOAD PER SHELF= WII = 500 lb (BASED o.N CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = Wdl = 80 lb TOTAL LOAD PER FRAME = 2,900 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE t-V= ((2.5 x Ca x I)/ R) x Wtotal Wtotal =· (WII + Wdl) X ·n t-n = # of shelves 144" t- Seismic Zone = 4 I= 1 t-24" Ca= 0.44 Soil Coef. = Sd R(long) = 5.6 Na= 1.0 R(trans) = 4.4 NV= 1.6 LONGITUDIAL DIRECTION Vlong =· (2.5 x 0.44 x 1 )/(5.6) x W) / 1.4 -407 lb w/ working stress reduction Fi = VWhi / ~Wh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.44 x 1)/(4.4) x W / 1.4 -518 lb w/ working stress reduction Fi = VWhi / ~Wh ·soolb. 135# 500Ib. 4 500 lb. 3 500Ib. 500Ib. 1 ~ 'l 72" ~ 'I lu = 72" r 172# .. ~ 138# ____,. 103# ~ ._. 69# ... L 34# • ,r-30",I, 't PROJECT __ C_A_LLA_W_A_Y_G_O_LF..;...· ------ FOR ___ P_Y_R_A_M_ID_S_T_O_R_A_G_E_S_Y_ST_E_M_S __ SHEET NO ___ l ._1 ___ OF ____ l 8 __ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 LONGITUDINAL ANALYSIS :TYPE A THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OP 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 M_QMENT). Vlong = 2 * Vcol = 407 lb-. Vcol= 203 lb. F 1 = 14 lb. F2= 27 lb. F3= 41 lb. F4= 54 lb. F5= 68 lb. BASE ASSUMED PINNED. Mbase = O in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 1450 4475 2 1160 2278 3 870 1953 4 580 1464 5 290 813 Mconn 3752 2490 2083 1514 F2 / 1 24in. Beam to Col.Conn. PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F _____ _ FoR._ ___ PY_R_A_M_ID_S_T_O_RA_G_E_SY_S_T_E_M_S __ SHEET N0._ __ 1_2 ___ OF ____ 18 __ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • .FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 COLUMN ANALYSIS :TYPE A COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. Pmax = 1,450 lb. Mmax = 4,476 in.lb. Kxlx/rx == 1.2 * 23 / 1.1205 = 24.6 Kyly/ry = .8 * 52 / .6269 = 66~4 <-GOVERNS Cc = (2nA2E/Fy)A.5 = 102.0 SINCE Kl/r <= Cc, Fa = .522Fy -[(kl/r*Fy)/1494]A2 = 22,742 psi. fa = Pmax/ Area = 3,367 psi. fb = Mmax/Sx = 12,323 psi.· fa/Fa = 0.1 5 <=.15 fa/Fa+fb/Fb <= 1 .33 Fb = .6*Fy = 33,000 psi. fb/Fb = 0.37 COMBINED STRESS = 0.52 B SECTION PROPERTIES A= 3" B = 1.625" C=.75" D=0" E = O" Wt.·= 1.558# t1 = .0747" t2 = 0" Area= .4307"A2 Ix= .5448"A4 ly = .1693"A4 Sx = .3632"A3 Sy= .1957"A3 rx = 1.1205" ry = .6269" - f 1 24" 52" f::::====::::I + 23" t 52" + Front View Side Vie\\- PROJECT __ C_A_LLA_W_A_Y_G_O_LF __ . ____ _ FOR ___ P_Y_R_A_M_ID_ST_O_R_A_G_E_S_Y_S_T_E_M_S __ SHEET NO 13 OF 18 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 CALCULATED BY BOB s. DATE 09-25-2001 BEAM ANALYSIS :TYPE A · BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE 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 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 72.0 in. +---2-75" t-1.?s"-f I max = [1950 + 1200(M1 /M2)]b/Fy SINCE M1 /M2 = 1.0 -: ~ r;::z:::.z::z:~ ., ., I max = 31 50*b/Fy = 1 58 in. 1.625" SINCE lmax >-lact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY ~J_ M == Sx* Fb = wIA2/8 = 20757in.lb. CAPACITY= 2(8*M/I) = 41 OOlb. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). ll = 5wlA4/384EI CAPACITY= 2[(384El)/(5*180*IA2)] = 5496Ib. 3.312" t = .0747 in. -, "--t:::z:::z::z:::z::::z::::z=z:.J Sx = 0.629 in.A3 Ix= 1.132 in.A4 MAXIMUM STATIC LOAD PER LEVEL IS 4, 1 00 lb. ALLOWABLE AND ACTUAL BENDING MOMENT Ar EACH LEVEL Mstatic = wIA2/8 = LIVl:.LOAD*l/(2*8) Mallow(static) = Sx * Fb Mimpact = 1.125*Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic 1 2 3 4 5 2250 2250 2250 2250 2250 1 .125 Mstatic (Sta tic) 2531 20757 2531 20757 2531 20757 2531 . 20757 2531 20757 3752 2490 2083 1514 781 Mallow (seismic) 27675 27675 27675 27675 27675 RESULT GOOD GOOD GOOD GOOD GOOD <( SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 PROJECT __ C_A_L_L_A_W_A_Y_G_O_LF ______ _ FoR ___ P_Y_R_A_M_ID_ST_O_R_A_G_E_S_Y_S_T_E_M_S __ SHEET NO 14 OF 18 CALCULATED BY BQB S. DATE 09-25-2001 BEAM TO COLUMN 'CONNECTION Mconn= ( Ml6Wer + Mll'pper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area= .4375A2rrf4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. =t * D t = .0747 min. = . 5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing = .5t * 2.22 * Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .11 O"A3 Mcap = S * Fbehding = .110 * .66 * Fy C.= Mcap/.75= 1.11 P1 P1 = 1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1=3,000# Mconn. cap.= P1 * 4.5 + P2 * .5 = 4.555 * 3,000# *1 -~3 = 18,220 11# Mconn. r~ 1 5/8" 3"/ 1"eff. L ........,____,_ '-./ Mlower BEAM TO COLUM CONNECTION P1 Mconn. 'k 1" I C C= P1 + P2 = P1 + (.5/4.5)P1 = 1.11 P1 4" 1/2" Sbracket = .110""3 PROJECT __ C_A_LLA_W_A_Y_G_O_LF ______ _ FoR ______ P_Y_R_A_M_ID_S_TO_RA_G_E_S_Y_S_T_E_M_S __ SHEET N0. ___ 1 _5 ___ OF ____ 18 __ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY __ B_O_B_S_._ DATE 09-25-2001 TRANSVERSE ANALYSIS : BRACING :TYPE A 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)"2+(D-2*Bcol)A2]1\S = 51.8 Vdiag =Vtrans * Ldiag. / D =895# kl/rmin = [ 1 * 51.8] I .4085 = 127.0 Fa =[12rrA2E]/[23(kl/r)A2] = 9256 psi. fa/Fa =Vdiag/(Area*Fa) = 0.33 DIAGONAL AND HORIZONTAL BRACING l L= 52" l Area= .295 ""2 rmin= .4085 11 t= .0747 II W= 1.5 " H= 1.25 " .. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC SlREET •POMONA• CA 91768 PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F _____ _ FOR ___ P_Y_R_A_M_ID_ST_O_RA_G_E_S_Y_S_T_E_M_S __ SHEET N0._ __ 1._6 ___ OF ____ 1 8 __ _ CALCULATED BY __ B_OB_S._ DATE 09-25-2001 . OVERTURNING :TYPE A ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 22JE.7.1 OF THE 199":1-Uniform Building Ccx:fe. FULLY LOADED TOT AL SHEAR = 51 7 lb. TOP SHELF LOADED Mot ::;: Vtrans * ht * 1 .1 5 = 517 * 87 * 1.15 = 52407 in.lb. Mst = L(Wp+.85wDL) * d/2 = ( 2500+.85 * 400) * 30/2 = 42600 in.lb. Puplift = 1 (Mot -Mst)/d = 326 lb. <-CRITICAL SHEAR = 103 lb. Mot = Vtop * h * 1 . 1 5 = 103 * 120 * 1.15 = 14292 in.lb. Mst == (Wp+wDL) * d/2 = ( 500+.85 * 400) * 30/2 = 12600 in.lb. Puplift = 1 (Mot -Mst)/d = 56 lb. USE 1 ea. 1 /2 x 3-1 /2 MIN. EMBED. ANCHOR. CAPACITY OF 1 /2 x 3-1 /2 = 87 5 lb. PULLOUT & 1 840 lb. SHEAR COMBINED STRESS1 = 326 / 875 + 258 / 1840 = 0.51 COMBINED STRESS2. = 56 / 875 + 51 / 1840 = 0.09 ~ 30"-,r ,, ,,. SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 BASE PLATE :TYPE A PROJECT __ C_A_L_LA_W_A_Y_G_O_L_F ______ _ FOR._ __ P_Y_R_A_M_ID_S_TO_RA_G_E_S_Y_S_T_E_M_S __ SHEET NO. 17 OF 18 CALCULATED BY BOB s. DATE 09-25-2001 BASE PLATE WILL BE ANALYZED WITH iHE 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, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Peal= 3196 lb. B = 3 in. P/A = Pcol/(D*B) = 355.2 psi. Mbase = wlAZ/2 = IA2/2(fa) Mbase = 0.0 in.lb. $base = 1 *tA2/6 = 0.006 in.A3 D= 3 in. b= 3 in. Fbase = . 7 SFy * 1 .33 = 36000 psi. t = .1875 in. b1 = O in. fb/Fb = Mbase/(Sbase*Fbase) = 0.000 bl+-b-+ bl B-----,r fa l 1 1 l l 1 1 SEIZMIC PROJECT CALLAWAY GOLF INC. Fo R PYRAMID STORAGE SYSTEMS SHEET NO. 18 OF 18 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 · CALCULATED BY -BOBS. DATE 09-25-2001 SLAB AND SOIL :TYPE A THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE P max = 1 .4 DEAD LOAD + 1 . 7 LIVE LOAD . Pmax = 1.4 * Pcol + 1. 7 * (Mot/d) = 5,000 lb. Fpunct = 2*sqrt(f'c) = 100.0 psi. Apunct = [(w+t/2)+(d+t/2)]*2*t = 110.0 in.A2 fv/Fv = Pmax/(Apunct*Fpunct) = 0.45 (b) SLAB TENSION Asoil = Pmax/(1 .33 * fsoil) = 3.75 ft.AZ = 540 in.A2 L = sqrt(Asoil) = 23.2 in. B = sqrt(w*d) + t = 8.0 in. · b = (L-B)/2 = 7.6 in. Mconc = wbA2/2 = (1.33*fsoil*bA2)/(144*2) = 268. 7 in.lb. Scone = 1 *tA2/6 == 4.17 in.A3 Fconc = 50 *sqrt(f'c) = 225.00 psi. fb/Fb = Mconc/(Sconc*Fconc) = 0.29 b~B-+ L----- BASE PLATE w = 3 in. d = 3 in. CONCRETE t = 5 in. -f'c = 2500 psi. SOIL fs = 1000 psf. ~ ti! tht ... lfr, . I -1 r I ,,./ SCHIRMER ENGINEERING CORPORATION 11770 BERNARDO PLAZA COURT. SUITE 116 .A. SAN DIEGO, CA 92128 .A. PHONE (858) 673-5845 .A. FAX (858) 673-5848 FIRE PROTECTION/LIFE SAFETY REPORT FOR CALLAWAY GOLF BUILDING 8 2261 RUTHERFORD ROAD CARLSBAD, CALIFORNIA P~epared For: Mr. Andrew Gracey. _Callaway Golf 2285 Rutherford Road. Carlsbad, California 92008 SEC Project No. 2001091-000 June 14, 2001 This report is the propef-fy of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for this use and'occupancy of the project, not for the purpose of construction of any other projects. Fire Protection Engineering • Code Consulting • Loss Control • Security Consulting (1/Jof J110· , " . 1,~ ?, I . I I Callaway Golf -Building 8 Carlsbad, California TABLE OF CONTENTS June 14, 2001 SEC Project No. 2001091-000 INTRODUCTION ................................................................................ ~ ................................ 1 APPLICABLE CODES ........................................................................................................ 1 BUILDING DESCRIPTION ..•......... : ..................................................................................... 1 OCCUPANCY ..................................................................................................................... 2 CONSTRUCTION AND FIRE-RESISTANCE RATING·s .................................................................. 2 ALLOWABLE AREA ..........••.................•..•... -...................... : •.....................................•.............. 2 ALLOWABLE HEIGHT .........•.•....•.....•................... _ ......•...................•............... : ....................... 3 FIRE SUPPRESSION SYSTEM REQUIREMENTS-....•.......•... , .....................•........•........................ 3 HAZARDOUS.MATERIAL STORAGE AND USE REQUIREMENTS ... ~ .............................. 3 GENERAL REQUIREMENTS ..•......••.........•..................•........................................................... 4 COMPRESSED GASES .•...•...•...•...... ; ........ .-......................•.............•.....•.........................•....... 5 FLAMMABLE &_.COMBUSTIBLEUQUIDS ................................................................... : .............. 6 MECHANICAL VENTILATION ........ · .................. , ...... : .. ~ ........................................................ 6 CONCLUSION ................................. _ ..................................................................................... 8 INDEX OF TABLES TABLE 1. CONSTRUCTION REQUIREMENTS ............................................................................. 2 TABLE 2. FIRE SUPPRESSION SYSTEM REQUIREMENTS .......................................................... 3 APPENDICES APPENDIX A -HAZARDOUS MATERIALS SUMMARY APPENDIX B -HAZARDOUS MATERIALS INVENTORY APPENDIX C -HAZARDOUS MATERIALS CLASSIFICATION DATA APPENDIX D -DILUTION VENTILATION CALCULATIONS :, -· Callaway Golf -Buildir,g 8 Carlsbad, California INTRODUCTION 1 Jyne 14, 2001 SEC Project No. 2001091-000 · ..... Callaway Golf is· proposing to renovate an existing shell building at 2261 Rutherford_ Road for offices, warehouses,· and storage areas associated with the manufacturing and maintenance of golf equipment production tools. Schirmer Engineering has been retained to provide an evaluation of the fire protection and life safety requirements applicable to the proposed occupancy. Specifically, this report will address hazardous materials and general building requirements due to manufacturing and maintenance ?f golf equipment production tools. APPLICABLE CODES The following ·cc;,aes were used in preparing this report: J • California Building Code ·(CBC) -1998 Edition • · California Fire Code (CFC) -1998 Edition · • California Mechanical Code (CMC) -1998 Edition • National Fire Protection Association (NFPA) 13, Standard for the Installation of Sprinkler Sys.terns, 1999 Edition • Uniform Fire Code (UFC), Standard 79-3, Identification of the Health, Flammability and Reactivity of Hazardous Materials, 1997 Edition BUILDING DESCRIPTION Callaway Golf will occupy this approximately 21,743 square foot building with office (Group 8), mant:1facturing (Group F, Division 1 ), and storage (Group S, Division 1) occupancies. An area utilization of the building is as follows: • Offices (Group 8) -12,364 square feet • Engineering and Facilities Warehouses (Group F, Division 1) -6,610 square feet • Storage Areas (Group S, Division 1)-2,769 square feet , ' • Callaway Golf -Building e Carlsbad, California OCCUPANCY 2 June 14, 2001 SEC Project No. 2001091-000 The facility will be used for executive, ·administrative, training, and engineering offices, rack storage of office supplies, and r:nanufacturing and maintenance of production tools. Production tools will be constructed in the Engineering Warehouse (Room #134) and transported to Callaway's other manufacturing facilities for use in manufacturing various types of golf equipme~t. Production _tools are brought back to the Facilities Warehouse (Room #133) for maintenance. The Office Services Warehouse (Room #132) will_ be_ used '.or rack storage of office_ supplies._ . . Storage of office supplies (Class IV commodity) in the· racks will not exceed 12 feet in height. CONSTRUCTION AND FIRE-RESISTANCE RATINGS The facility will comply with the CBC requirements--tor Type V Non-rated construction. The requir~d exterior wall and opening protection for Group B,. ~roup F, Division 1 _ and Group S, Division 1 occupancies is c~mpliant as summarized in Table 1, Construction Requirements. T bl 1 C t f R t a e . ons rue 10n equiremen s _ . Construction Fire Resistance Rating Requirement Exteripr Bearing Wall· Four-hour.less than 5 feet, two-hour elsewhere Exterior Nori-bearing Wall Same as bearinq . Opening Protection · Openings not permitted less than 5 feet, protected less than 20 feet ALLOWABLE AREA The building has a total area of 21,743 square feet. Section 505.2 of the CBG states that, "The · area of any ~ne or two story building of Groups B; F, Division 1 or 2, M; S, Division 1, 2, 3, 4, or 5; and H,· Division 5 occupancies shall not be limited if the building is provided with an approved automatic sprinkler system throughout and entirely surrounded and adjoined by public ways or yards not less than 60 feet." The building complies with these requirements and therefore, will have unlimited allowable area.· l I· ! l l .,• Callaway Golf -Building 8 Carlsbad, California 3 ALLOWABLE HEIGHT June 14, 2001 SEC Project No. 2001091-000 The-allowable height for a building with _Type V Non-rated construction with Group B, S-1, and F-1 Occupanci~s is 40 feet (CBC Table 5-8). The maximum height of the building is approximately 22'feet; therefore, the requirements for allowable height are s_atisfied. FIRE SUPPRESSION SYSTEM REQUIREMENTS The fire suppression requirements, based on occupancy are summarized in Table 2, Fire Suppression System Requirements. T bl 2 F" S a e ire uppress,on S t R iys em t eqmremen $ Occupancy Type of Sprinkler Temperature/ Required Sprinkler Design Reference System Orifice Size Criteria (°F/_inch} Offices, Wet 165/ 1/2 ·-Light Hazard-· 0.1 O gpm/sq.ft. NFPA 13, Reception, and over most remote 1,500 sq.ft. Figure 5- Restrooms 2.3 Manufacturing/ Wet 286/ 17/32 Ordinary Hazard Group 2 -NFPA 13,· Storage· Q.20 gpm/$_q.ft. over most Fig·ure 5- remote 1,500 sq.ft. 2.3 -, The existing shell building is equipped with an automatic sprinkler system designed to provide a density of 0.45 gpm/sq.ft. for the most remote 3,000 square feet. The existfng system is therefore adequate. Below suspended ceiling spaces will be protected with sprinklers designed as presented in Table 2, Fire Suppression System Require"!lents. HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS The entire building will be treated as one control area as defined in CBC, Section 204. The quantities of hazardous material used and stored within the control area will be below the CFC exempt amounts for_~ fully sprinklered building. A table showing quantities versus CFC exempt amounts is shown in Appendix A, Hazardous Materials Summary. When the material density .is not available, a conversion of 10 pounds per gallon is used. A list of the hazardous materials to be used and stored within the facility is shown in Appendix B, Hazardous Materials Inventory. A list of hazard classification information for each material as transcribed from the Material Safety Data Sheet (MSDS) is included as Appendix C. I·· J I l · l Callaway Golf -Building 8 Carlsbad, California . 4 June 14, 2001 SEC Project No. 2001091-000 In accordance with CFC Section 8001.15.1, storage, dispensing, use and handling of hazardous . materials in quantities not exceeding exempt amounts shall be in accordance with Section 8001. GENERAL REQUIREMENTS The general safeguards required for the use and storage of hazardous materials in non- hazardous occupancies· are as follows: • Design and construction of containers, cylinder~ and tanks: Containers shall be designed : and constructed in accordance With nationally recognized standards (CFC Section 800.1.4.1 ): · • Suitaqility of equipment, machinery and processes: . Equipment, machinery and processes ·used for dispensing, u~e or handli'ng· shall be approved, listed or· designed and constructed in accordance with approved sta·ndards_ for intended use. S~ch equipment, machinery and .processes shall _be maintained· in an operable condition (CFC Section 8001 .4.4). A pneumatic_ally-powered machine in the Engineering Ware~ouse is used to mix and dispense two-part epoxies (Combustible Liquid, Clas~ 111-8) from original :five gallon containers.. No other equipment in the building is used for dispensing, use or handling of hazardous . materials. · • Material Safety Data Sheets (MSDS): MSDS shall be readily available on the·premises for . . all hazardous materials regulated by Article 80 (CFC Section 8001.6). • Identification Signs: Visible hazard identification signs as specified in UFC Standard 79-3 shall be placed at entrances to the locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Each entrance to the Engineering Warehouse and Facilities Warehouse should be provided with. a sign indicating health hazard 1 (blue), flammability hazard ·3 (red) and reactivity hazard 2 (yellow). Individual containers, cartons or pac_kages shall be conspicuously marked or labeled in accordance wi_th nationally recognized standards (CFC 8001.7). I_ I - l I 1. I 7 -· Callaway Golf -Building 8 Carlsbad, California 5 June 14, 2001 SEC Project No. 2001091-000 • Separation of Incompatible Materials: Incompatible materials in storage and storage of . . materials incompatible with materials in use shall be separated when the stored materials are in containers having a capacity of more than 5 pounds or½ gallon. Separation shall be accomplished by the following: (CFC Section 8001 .11.8). 1. Segregating incompatible material storage by a distance of not less than 20 feet. 2. Isolating incompatible material storage by a· noncombustible partition extending not less than 18 inches above and to the sides of the _stored material. 3. Storing liquid ar,d solid material in hazardqus materials.storage cabinets. 4. Storing compressed gases in gas cabinets_ or exhausted. enclosur~s. Corrosive mat~rials stored in confainers over one half gallon in size (items 167 4 and 3017) . . . are segregated from flammable materials in a hazardous materials storage cabinet in the . . Engineering Warehouse.- COMPRESSED GASES A single 103 cubic foot acetylene cylinder.and single 247 cubic foot oxygen cylinder will be used · at each of three dedi_cated areas for cutting and welding._ Two welding setups will be located on the east side of the Facilities Warehouse· and one in the northeast come~ of the Engineering Warehouse. Cylinders will be secured by _bracket to a wall or column and will not be manifolded.-At le~st one 2-A, 20-B:C-rated fire extinguisher will be provided in each welding area. All provisions of CFC Article 49 (Hot Work) will be met. A total of 4,458 cubic feet (15 cylinders) of inert, simpl~ asphyxiant compressed gas (argon, argon/carbon dioxide, and nitrogen) will be stored in the Facilities Warehouse for use in welding operations. Cylinders will be secured by chain in a designated area. This quantity will be below the permit amount of 6,000 cubic feet as specified in CFC Table 105-A, thus, a permit will not be -required. ' . f 1 Callaway Golf -Building 8 . Carlsbad, California 6 June 14, 2001 SEC Project No. 2001091-000 FLAMMABLE & COMBUSTIBLE LIQUIDS . . . Small quantities of Class 1-B, 1-C, II and Ill liquids will be used in the Engineering Warehouse and the. ·Facilities Warehouse for construction .and maintenance of production tools. Various . . epoxies, paints, and aerosols will be used for finishing and repair of production tools. These products are normally stored in a hazardous materials storage cabinet. Solvents s~ch as isopropyl alcohol, acetone, and naphtha will be applied to rags in very smalf quantities and used to wipe down production tool components. The rags are the_l) dis_posed of properly in designated flammable waste containers·. One half gallon spill-proof plunger can of . . isopropyl alcohol is L!Sed in the Facilities Warehouse and one in the Engineering Warehouse. One. half gallon. spill-proof plunger can ·of acetone and one of naphtha are-used in the . . Engineering Warehouse:· Each .can is filled approximately once every two months from a five . .. gallon safety can normally stored.·in_a h_aza~dous_ materials storage cabin~t in thE?. E_~gineering ·warehouse~··: Electrical wiring an~ equipment shall be installed and maintained in accordance with the Electrical Code in areas where flammable and combustible liquids are_ used. Locations where flammable vapor/air mixtures could exist under normal operations shall be classified ~s Class I, Division 1 when the-area is _within five feet of any edge of the equipment and Class I, Division 2 when the area is.be_tween five feetand eight feet of.any edge of the equipment, ex_te,:1ding in all directions (CFC Table. 7901 .4-A). Occasional use of epoxies, paints, aerosols, and other· solvents is not considered applicable to these requirements. MECHANICAL VENTILATION CBC Section 1202.2.2 requires that in areas where Class I, 11_, or Ill-A liquids are used, mechanical exhaust shall be provided iri sufficient quantities to produce six air changes per hour. The ·mechanical exhaust shall be taken at or near floor level. The intent of this requirement is to provide dilution v~ntilation such that the amount of vapors liberated from the flammable or combustible liquids would not be sufficient to cause an explosion or fire. Since most flammable or combustible liquids are heavier than air, the requirement to locate exhaust inlets at or near floor level is intended to direct exhaust ventilation to the most likely area of vapor accumulation. r l I I I I 7 Callaway Golf -Building 8 Carlsbad, California 7 June 14, 2001 SEC Project No. 2001091-000 Ignitable mixtures of flammable liquids occur when the concentration of vapors in the air are within a definite percentage range, con:imonly referred to as the flammable (explosive) range. The lower limit of the range is known as the lower flammability limit {LFL). The upper limit is 'known as the upper flam~ability limit (UFL). Explosions can take place anywhere within this flammab)e range, however explo$ions of flammable vapor-air mixtures near the lower or upper limits of the flamm~ble range are Jess intense than those occurring in the intermediate concentrations. An effect!ve method to prevent deflagration or ignitiqn of v~pors is the use of dilution ventilation.- If sufficient. dilution is provided· such th~t the area in questi~n is maintained below the LFL for the respective material, deflagration or ignition ·wm not occur. Both the ·Engineering-Warehouse and the Facilities Ware~ou.se Will be ·provided with dilution v~ntilation sufficient to maintain the concentration of .flammable vapors belciw 25 ·percent .of the . ~. . ~ LFL. Industrial Ventilation, A Manual Of Recommended ·Practice, 22nd Edition, 1995, Third Printing,' published by the Americ:an Confere_nce of Governmental Industrial Hygienist provides . . design guidelines for this method. The amount of ventilation, Q ·(cfm), required to dilute the Vapors evaporated from a known amount of solvent to 25 percent of the LFL can be calculated fro_m the following equation: Q = (403) (SG) (100) (ER) (SF) (MW) (LEL) (B) Where:· 403 = Constant St = Safety Factor SG =Specific.Gravity of Volc;1tile Liquid ER = Evaporation Rate of Volatile Liquid in pints/minute MW= molecular Weight of Volatile Liquid LEL = Lower Explosive Limit or Lower Flammability Limit 8 = Temperature Constant · All of th~ above variables can be determined from the material characteristics. The above equation is used to determin~ the amount of ventilation air in cubic feet to dilute a known amount of solvent to 25 percent of its LEL. In order to determine the ventilation rate in cubic feet per minute (cfm), the evaporation rate of the solvent in pints per minute must be determined. 1··' I I 7 I I Callaway Golf -Building 8 Carlsbad, California 8 June 14, 2001 SEC Project No. 2001091-000 To simulate the worst case spill, the entire contents of a five-gallon (40 pints) bottle of acetone was assumed to spill and evc;lporate within 30 minutes. This assumption is considered to be extremely conservative since the bottle· must be physically dropped to dispense the liquid and it is unlikely the entire contents will spill at one time. Using the assumed worst case splll and the above equation, the ventilation rate necessary to dilute the flammable vapors to 25 percent of th~ l..EL was calculated for acetone. Based on the material properties of the solvent and the assumed evaporation rate, the amount of dilution ventilation required is t, 185 cfm. Sample calculatior)s are included in Appendix D of this report. The· exhaust ventilation provided for the Engineering Warehouse and Facilities Warehouse will be 7,600 cfm (8 air-changes per hour) and 10,000 cfm (9 air,..changes per hour), respectively. CONCLUSION. In conclusion, this facility will meet or exceed the requirements of the CBC and CFC due to exceptional automatic sprinkle(system and limited amounts of hazardous materials. Prepared by: SCHIRMER ENGINEERING CORPORATION Vj«JwJJ 11/adt!ltjf lmg/ Michael S. Marlowe Fire Protection Consultant MSM/mg:lc . . Reviewed by: SCHIRMER l::NGINEERING CORPORATION Ybww a. A2tnd:,1~ Garner A. Palenske, P.E. 1 Regional Engineering Manager P:\JOB 2001\201091 Callaway\rpmsm.319 Callaway Bldg 8 FPl:.S.doc t· . l I APPENDIX A HAZARDOUS MATERIALS SUMMARY ALI Aerosol AL2 Aerosol AL3 Aerosol CAR Aerosol CAR Liauid CAR .Solid CL2 Liauid CL3A Liquid CL3B Liquid COR Aerosol COR Liquid FGG Gas FLlB Liauid FLlC Liquid IRR Aerosol iRR Liauid IRR Solid NON Gas NON Liauid OHH Aerosol OHH Liauid OHH Solid OGG Gas SEN Liauid URI Liquid URI Solid UR2 Gas ALI Aerosol AL3 Aerosol CAR Aerosol CAR Liauid CAR Solid Callaway Golf But/ding 8 Hazardous Materials Summary - 2261 Rutherford Road Carlsbad, CA 92008 37.875Ob) Not Re!!Ulated 2.906(1b) 5001b 29.078(1b) 500 lb 6.906(1b) 20000 lb 12.750(gal) 2000 gal· 0.500 (gal) 0.938(1b) 20000 lb· 0.204(gal) 240 gal 5.000(gal) ·660 gal 38.326( gal) Not Limited 15.000 ( gal) . Not Limited l.125(lb) 10000 lb 10.250( gal) · 1000 gal 5.000 faal) 1000 gal 193.000(cu ft 1500 cu ft 103.000 (cu ft' 1500 cu ft 19.945{gal) 120 gal 1.500 (gal) l.O00(gal) 180 gal 68.734Ob) Not Limited 53.776( gal) Not Limited 5.000 faal) Not Limited 1.500 {gal) .. 2.569(1b) Not Limited 672.000( cu ft Not Annlicable 0.063(gal) Not Aonlicable 58.609(1b) Not Limited 26.300( gal) . Not Limited 10.000 (gal) Not Limited 0.500' (gal) l.000(lb) Not Limited 247.000(cu ft 3000 cu ft 247.000 (cu ft' 3000 cu ft 11.037( gal) Not Limited 5.000 (gal) Not Limited 5.000(gal) Not Limited 5.000 (gal) Not Limited 0.938(lb) Not Limited 103.000(cu ft 1500 cu fj 103.000 (cu ft' 1500 cu ft 1 l.625(1b) Not Regulated 51.750(lb) 500 lb 16.656(lb) 20000 lb 2.000(gal) 2000 gal l.000(lb) 20000 lb © 2001, Schirmer Engineering Corporation i_ , .. 06/14/2001 "~ Section 8801.l Section 8802.1.1 Section 8802.1.1 Table 8001.15-B, footnote~ · 500 gal Table 800i.15-B. footnote 5 Table 8001.i5-B. footnote 5 Table 7902.5-A. footnote 3 Table 7902.5-A. footnote 3 Table 7902.5-A footnote S Table 8001.15-B footnote 5 Table 8001.15-B footnote 5 · Table 8001.15-A footnote l 30 gal Table 7902.5-A footnote 3 Table 7902.5-A footnote 3 Table 8001.15-B 500 gal Table 8001.15-B Table 8001.15-B Not Applicable Not Annlicable Table 8001.15-E 500 gal Table 8001.15-B Table 8001.15-B Table 8001.15-A. footnote l Table 8001.15-B Table 8001.15-A Table 8001.15-A Table 8001.15-A footnote 6 Section 8801.1 . Section 8802.1.1 Table 8001.15-B. footnote S Table 8001.15-B footnote' Table 8001.15-B. footnote 5 Pag~ I of 2 CL3A CL3B COR FGG FLlB Liquid FLlC Liquid IRR Aerosol IRR LiQuid IRR Solid NON Gas NON Solid OHH Aerosol OHH Liquid OGG Gas SEN Aerosol URI Solid UR2 Gas WRI Liquid © 2001, Schirmer Engineering Corporation 206.000 1500 cu ftl 0.500 (gal 30 gall 0.500 (gal 500 gal Not Limited' 3000 cu ft 494.000 (cuft' 3000 cuft Not Limited Not Limited 1500 cu fl 206.000 ( cu ft' 1500 cu ft Not Limited ___ ._, Table '7902.5-A, footnote 5! Table 8001.15-B, footnote Table 8001.15-A. footnote Table 7902.5-A, footnote 3' Table 7902.5-A, footnote 3! Table 8001.15- Table 8001.15- Table 8001.15- Table 8001.15-A :footnote Table 8001.15- Table 8001.15-, Table 8001.15-A, footnote Table.8001.15-A, footnote 11 Page 2 of 2 (-' ~, ,_ } I APPENDIX B- HAZARDOUS MATERIALS INVENTORY I' r ,, Callaway Golf Building 8 Inventory Thursday, June 14, 2001 I 2261 Rutherford Road Carlsbad, CA 92008 . . l FLlB,IRR Liquid 0.500 (gal) FLlB,lRR Liquid 5.000 (gal) 0028 Loctite X-NMS Cleanup Solventfor I FLlC, IRR Liquid 1.000 (gal) 0055 rgon Compressed Gas ON Gas 672.000 (cu ft) 0084 DuPont Lacquer Thinners and Cleani FLIB, IRR, OHH Liquid 1.000 (gal) 0130 Tap Magic Original Cutting Oil iRR,OHH Liquid 0.750 (gal) 0145 Acetylene Gas FGG, UR2 Gas 103.000 (cu ft) 0146 Oxygen Gas OGG Gas 247.000 (cu ft) 0167 Starrett-Cleaner IRR, OHH, SEN Liquid 1.000 (gal) 0588 Stoner No-Wash Wax Pattern Release AL3, IRR, OHH Aerosol 0.750 (lb) 0660 GI-1 000A Silicone CL3B, IRR, OHH Liquid 1.000 (gal) 0690 Rust-Oleum Hard Hat Primers and To AL3, IRR, OHH Aerosol 13.12·5 (lb) 0706 Loctite Pneumatic/Hydraulic Seal 545 CL3B,SEN Liquid 0.013 (gal) 0763 F-720 Plasti-Dip FLlB,IRR Liquid 1.000 (gal) 0176 Krylori Decorator Paints DEC/KR-2 AL3,IRR,OHH Aerosol 0.688 (lb) 0815 Spraybrite Cal OK Gray Primer ALl, IRR, OHH Aerosol 0.688 (lb) 0817 Spraybrite Cal OK Medium Gray AL3,iRR,_OHH Aerosol 0.688 (lb) '0824 LPS Tapmatic #1 Gold CL3B,IRR Liquid 0.250 (gal) 0824 LPS Tapmatic #1 Gold CL3B,IRR Liquid 1.000 (gal) 0850 Krylon Industrial & Touch-up AL3, IRR, OHH Aerosol 0.938 (lb) I 0877 DP-420 Epoxy Part "A" CL3B,IRR Liquid 5.000 (gal) 0955 Isopropyl Alcohol 99% Anhydrous FLlB,IRR Liquid 0.500 (gal) 0955 Isopropyl Alcohol 99% Anhydrous FLlB,IRR pquid 5.000 (gal) I 1077 aturalizer Orange Degreaser AL3,IRR Aerosol 0.750 (lb) 1203 Invisi-Lube Clear Multi-Purpose Lubr AL3,IRR Aerosol 4.219 (lb) 1251 D-165 Degreasing Solvent IRR Liquid 4.000 (gal) 1365 Golf Club Wipe #2 FLlB, IRR, OHH Liquid 0.039 (gal) 1393 .M. & P. NAPHTHA (Polyurethane CAR, FLlB, IRR, OHH Liquid 5.000 (gal) 1393 V.M. & P. NAPHTHA (Poiyurethane CAR,FL!B,IRR,OHH Liquid 0.500 (gal) 1442 Mesamoll (Aromatic Su.lfonic Ester) ON Liquid 0.063 (gal) 1488 3M Brand Stainless Steel Cleaner & P ALl,IRR Aerosol 0.875 (lb) 1607 IPS Weld-On #16 for Acrylic FLlB, IRR, OHH Liquid 0.023 (gal) 1673 RP 3262 Resin (Epoxy) CL3A, IRR, OHH Liquid 5.000 (gal) 1674 RP 3262 Hardener (Casting) CL3B, COR, SEN Liquid 5.000 (gal) 1682 Ace Rust Stop-! (Gloss White, Gloss AL3, CAR, IRR, OHH Aerosol 0.938 (lb) 1796 3M Super 77 Spray Adhesive AL2,IRR Aerosol 1.031 (lb) 1817 Ace Premium Enamel (Almond, Flat/ AL2,IRR Aerosol 1.875 (lb) 1823 Bonda Lightweight Body Fillers CAR, IRR, URI Solid 0.938 (lb) 1833 Locite Removeable Threadlocker 242 CL3B, IRR, OHH, SEN Liquid 0.011 (gal) 2036 DRl All Purpose Lubricant-Aerosol ALI, CAR, IRR Aerosol 1.250 (lb) 2072 PGR Paint and Graffiti Remover 1, CAR, COR, OHH Aerosol 1.125 (lb) 2073 TEF Lubricant Release Agent AL3,1RR Aerosol 1.250 (lb) 2106 Steel Blue DX-I 00 Transparent Layo FUB, IRR, OHH Liquid 0.094 (gal) 2438 Dry Release Teflon Lube & Release · ALl, IRR, OHH Aerosol 8.125 (lb) © 2001, Schinner Engineering Corporation Page 1 of 3 . r. ' t 2544 Ace Premium Enamel (Machinery Gr AL3, CAR, IRR, OHH Aerosol 0.719 (lb) 2547 Zero Charge Anti-Stat Static Dissipat IRR,OHH Liquid 0.250 (gal) 254.8 Mobil ] Synthetic Grease CL3B Liquid 1.000 (gal) 2549 Mobilith A W-2 Industrial Grease CL3B Liquid 0.219 (gal) 2554 Kilz Alkyd Resin Primer FLlB, IRR, OHH Liquid 0.102 (gal) 2574 Penetrating Gel Lubricant (Aerosol) ALl, IRR, OHH Aerosol 2.500 (lb) 575 Industrial Silicone Spray (Aerosol) ALI, JRR, OHH Aerosol 12.375 (lb) 2578 Devcon Aluminum Putty (F) Res"in OHH Solid 1.000 (lb) 2581 Loctite 290 Threadlocker CL3B,SEN Liquid 0.013 (gal) 2584 FL-70 Detergent Biodegradable IRR,OHH Liquid 1.000 (gal) 2585 EP 811 PT "A" Epoxy CL3B,OHH Liquid 5.000 (gal) 2586 EP 811 PT "B" Polyamide CbR Liquid 5.000 (gal) 2600 MobilubeHD 80W-90 CL3B Liquid 2.500 (gal) 2822 AIS Break Away Penetrant ALI, CAR, IRR, OHH Aerosol 1.125 (lb). 2840 Color Guard Tough Rubber Coating FLlB, IRR :f.-iquid . 1.000 (gal) 2928 Steel It High Temp Aerosol AL3, CAR, IRR, OHH Aerosol 1.750· (lb) 2929 2X723B Clear Plastic AL3, IRR, OHH Aerosol 0.750 (lb) 2930 Statclean AL3, IRR, OHH Aerosol 0.500 (lb) 2931 Airlube l0W-NR CAR, CL3B, IRR Liquid 1.000 (gal) 2932 Coppermate Paste Soldering Flux IRR Solid 1.000 (lb) 2933 748 Non-Corrosive Sealant (Sealing IRR Solid 0.631 (lb) 3032 Shell Alvania EP Grease 2 CL3B,IRR Liquid 0.110 (gal) 3046 AHS -320 (PT "A") Epoxy CL3B, IRR, SEN, URl Liquid 5.000 (gal) 3047 AHS 320 (PT "B") Epoxy CL3B,OHH Liquid 5.000 (gal) 3109 Hangsterfer's S-500 Metalworking Fl CAR, CL3B, IRR Liquid 5.000 (gal) 3157 Chain Life Foaming Lubricant ALI, IRR, OHH Aerosol 1.063 (lb) 3161 Dow Corning 111 Valve Lubricant & CL3B Liquid 0.110 (gal) 3162 S-100 Silicone Mold Release AL3, IRR, OHH Aerosoi 1.000 (lb) 3163 DAPtex Latex Foam Sealant(White) CL2, IRR, OHH Liquid 0.094 (gal) 3167 eutra Gree11 CJeaning Compound IRR Liquid 0.031 (gal) 3193 Equipment Flushing Solvent CAR,COR,O~ Liquid 0.125 (gal) 3224 Loctite Antiseize FLlB, IRR, OHH Liquid 0.188 (gal) 3257 Perchloroethylene·(All grades) CAR,IRR Liquid 1.000 (gal) 3264 !PS Weld-On 3 for Acrylic CAR, COR, IRR, OHH Liquid 0.125 (gal) 3265 Zep 2000.Lubricating Grease AL3, IRR, OHH Aerosol 1.016 (lb) 3270 GI-Ultra Fast Catalyst CL3B,IRR Liquid 0.100 (gal) 3271 Power Team Hydraulic Fluid CL3B,IRR Liquid 1.000 (gal) 3275 Dry Aerosol ALI, IRR, OHH Aerosol 8.750 (lb) 3276 Grease Out Solvent Degreaser CL2,.IRR Liquid 0.110 (gal) 0023 Loctite Black Max 380 Instant Adhesi CL3A, COR, WRl Liquid 0.016 (gal) 0055 Argon Compressed Gas NON Gas 2,016.000 ( cu ft) 0055 Argon/Carbon Dioxide Compressed !NON Gas 1,680.000 (cu ft) 0145 Acetylene Gas FGG, UR2 Gas 206.000 (cu ft) 0146 Oxygen Gas OGG Gas 494.000 (cu ft) 0148 Nitrogen, compressed Gas NON Gas 90.000 (cu ft) 0508 Super D Dry Powdi;r NON Solid 100.000 (lb) 0673 Elmer's Carpenters Wood Glue IRR Liquid 0.094 (gal) © 2001, Schirmer Engineering Corporation Page2 of 3 r r, 0712 70% Isopropyl Alcohol, Rubbing FLlC,IRR Liquid 0.125 (gal) 0773 Pledge Furniture Polish ALl, IRR, OHH Aerosol 3.125 (lb) 0802 Famowood Putty (ALL COLORS) FLJB, IRR, OHH Liquid 0.047 (gal) 0804 Tel-X Plus Dry Lubricant and Release AL3, JRR, OHH Aerosol 1.313 (lb) 0804 Tel-X Plus Dry Lubricant and Release AL3,IRR,OHH Aerosol 3.938 (lb) 0955 Isopropyl Alcohol 99% Anhydrous FLlB,IRR Liquid 0.500 (gal) li88 Chemstrip Paint, Varnish, Gasket Re COR,OHH Liquid 0.586 (gal) 1488 3M Brand Stainless Steel Cleaner & P ALl, IRR Aerosol 0.750 (lb) 1619 DTL876E Acrylic Lacquer Thinner . FLlB, IRR, OHH Liquid 0.250 (gal) 1765 · Ace Multipurpose Floor Covering Ad CL3B,IRR Liquid 1.000 (gal) 1793 Pledge Aerosol -Lemon AL3, IRR, OHH Aerosol 6.250 (lb) 1817 Ace Premium Enamel (Almond, Flat/ AL3, IRR, OHH Aerosol 25.875 (lb) 1822 Deft 27X37 Clear Wood Finish Gloss FLlB, IRR, OHH Liquid 0.096 (gal) 1823 Bonda Lightweight Body Fillers CAR, IRR, URI Solid 1.000 (lb) 2106 Steel Blue'DX-100 Transparent Layo FLlB, IRR, OHH :i;,iquid 0.469 (gal) 2437 Super Sil *RTV Silicone 114-blue, 11 ALl, IRR, OHH Aerosol 1.000 (lb) 2544 Ace Premium Enamel (Machinery Gr AL3, CAR, IRR, OHH Aerosol 13.656 (lb) 2601. Sher-Wood Shading Bases!Penetratin FLJB, IRR Liquid 10.000 (gal) 2602 Sher-Wood Conve:r:sion Varnish CAR, FLJB, IRR, OHH Liquid 1.000 (gal) 2700 Sherwin-Williams Polane Reducers FLlB,IRR Liquiq 0.375 (gal) 2815 Shell Valvata J Oil 460 CL3B, IRR, OHH Liquid 5.000 (gal) 2817 Lubriplate 1200-2 Lubricating Grease IRR-Solid 0.625 (lb) 2843 Chevron Cylinder Oil W ISO 460 CL3B Liquid 5.000 (gal) 2847 · Touch 'N Foam ALI, IRR, OHH, SEN Aerosol 3.750 (lb) 2879 Tellus Oil 46 CL3B,IRR Liquid 5 .000 .(gal) 2898 Ace Metallics (Chrome) . AL3, IRR, OHH Aerosol 0.719 (lb) 2949 SSR Ultra Coolant Air Compressor L CL3B · Liquid 0.250 (gal) 2963 Skid-No-More Rubberized Non-Skid IRR Liquid 1.000 (gal) 2964 Foam Plus ALl, CAR, IRR, SEN Aerosol 3.000 (lb) 2972 Bonda Glazing & Spot Putty nrn, IRR, OHH Liquid 0.070 (gal) 3006 Dibutyl Phthalate (Shur-Grip Adhesiv CL3B,IRR Liquid 1.000 (gal) 3017 Jasco Premium Paint & Epoxy Remo CAR, COR, OHH Liquid 1.000 (gal) 3166 Mobil 1 lOW-30 Motor Oil CL3B Liquid 2.500 (gal) 3172 Strong Steel Renewel Composite NON Solid 1.000 (lb) 31·82 Loctite Naval ':Telly Rust Dissolver IRR Liquid 0.094 (gal) 3184 ozzle Gel ON Solid 1.000 (lb) © 2001, Schirmer Engineering Corporation Page3 of 3 APPENDIXC- HAZARDOUS MATERIALS CLASSIFICATION DATA · l Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford_ Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME 0588 Chemical l11gredients Physical State jAEROSOLI STONER NO-WASH WAX PA TIERN RELEASE (S333) !Qty I Callaway008 STONER INCORPORATED CAS# ~ize12 0690 RUST-OLEUM HARD HAT PRIMERS AND TOPCOAT IQty 14 ~izel5 Callaway0J0 RUST-OLEUM CORPORATION Xylene 1330-20 7 propane-isobutane mixture 68476-86 8 Methyl n-Amyl Ketone 110-43 0 Toluene 108-88 3 high flash naptha 64742-95 6 Acetate Ester 88230-35 7 Ethylene Gl)!col Monobutyl Ether 111-76 2 Methyl Ethyl Ketone 78-93 3 ethyl benzene 100-41 4 % IUOMoz IUOMoz 40 25 15 15 10 5 5 5 4 0773 PLEDGE FURNITURE POLISH 1Qty4 ~ize 12.5 IUOM oz Callawayll3 S.C. JOHNSON WAX Water 7732-18 5 70 naptha (petroleum), hydrotreated heavy 64742-48, 9 20 Propane 74-98 6 5 N-B11tane 106-97 8 5 dimethyl siloxane 63148-62 9 5 © 2001, Schirmer Engineering Corporation UFCHazards [!otal: -12 oz I AL3, IRR, OHH [!otal: 210 oz I AL3, IRR, OHH [!otal: 50 oz I ALI, IRR, OHH I I LD50 Oral I 11-Jun-Ol LD50 LC50 Flash Skin Inhalation Point I I I Boiling_ Point· Page 1 of24 ,. ID Number UPC 0776 Calla,vayOJ 4 0804 Callaway015 0804 Ca/laway122 0815 CallawayOJ 6 Callaway Golf Building 8·Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME I LD50 Chemical I11g_redie11ts CAS# % UFCHazards Or!!l K.RYLON DECO RA TOR PAINTS DEC/KR-2 IQty1 ~ize 11 luoMoz ~otal: 11 oz . I AL3, IRR, OHH I I K.RYLON/SHERWIN-WILLIAMS DIVERSIFIED Carbon, Black 1333-86 4 .0 Titanium. Dioxide 13463-67 7 0 Barium Sulfate 7727-43 7 0 Methoxy Propano/ Acetate 108-65 6 0 Methyl Isobutyl Ketone 108-101 0 Methyl Ethyl Ketone 78-93 3 0 Acetone 67-64 1 0 1-butano/ 71-36 3 0 Xylene 1330-20 7 0 ethyl benzene 100-41 4 0 N-Butane 106-97 8 0 Propane 74-98 6 0 TEL-X PLUS DRY LUBRICANT AND RELEASE AGNE IQty 2 ~ize 10.5 IUOM oz ~otal: 21 oz I AL3, IRR, OHH I .1 CHEMSEARCH (DIV OF NCH CORP) isopropyl alcohol 67-63 0 0 N-Butane 106-97 8 0 Isobutane 75-28 5 0 poly tfe, omega-hydro-alpha-methylcyclohexyl 65530-85 0 0 Propane 74-9/! 6 0 TEL-X PLUS DRY LUBRICANT AND RELEASE AGNE IQty 6 ~ize 10.5 luoM oz ~otal: 63 oz I AL3, IRR, OHH CHEMSEARCH (DIV OF NCH CORP) SPRA YBRITE CAL OK GRAY PRIMER !Qty 1 ~ize 11 IUOMoz ~otal: 11 oz I AL1' IRR, OHH ZYNOLYTEPRODUCTSCOMPANY Dimethyl Ether 115-106 25 Methyl Ethyl Ketone 78-93 3 10 Lt. Aliphatic Petroleum Distillate 64742-898 JO Xylene 1330-20 7 7 ethyl benzene 100-41 4 2 crystalline silica 14808-60 7 0.15 Diacetone Alcohol 123-42 2 0 © 2001, Schirmer Engineering Corporation ---:;;;: ll-Jun-01 LD50 LC50 Flash Boiling Skin Inhalation Point Point'· I I I I I 1 · Page2 of24 ID Number UPC 0817 Callaway017 0850 Callaway020 1077 Callaway023 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME Chemical Ingredients. SPRA YBRITE CAL OK MEDIUM GRAY ZYNOLYTE PRODUCTS COMPANY Dimethyl Ether Toluene solvent naphtha hydrocarbon resin Butyl acetate Xylene Methyl Ethyl Ketone stoddard-solvent M. Aliphatic Petroleum Distillate petroleum ether Diacetone Alcohol KRYLON INDUSTRIAL & TOUCH-UP SHERWIN-WILLIAMS COMPANY Titanium Dioxide Lt. Aliphatic Petroleum Distillate Methoxy Propanol Acetate Methyl Ethyl Ketone Acetone 1-butanol Xylene ethyl benzene lsobutane Propane NATURALIZER ORANGE DEGREASER CHEMSEARCH (DIV OF NCH CORP) Jsobutane Propane_ Octylphenol Ethoxylate nonyl pheno~polyethylene glycol ether d-Limonene CAS# !Qty 1 ~ize 11 115-10 6 108-88 3 64742-94 5 26813-14 9 123-86 4 1330-20 7 78-93 3 8052-41 3 64742-89 8 8032-32 4 123-42 2 IQty i ~izel5 13463-67 7 64742-898 108-65 6 78-93 3 67-64 1 71-36 3 1330-20 7 100-41 4 75-28 5 74-98 6 !Qty 1 ~ize12 75-28 5 74798 6 9036-19 5 127087-87 0 5989-27 5 % luoMoz 30 12 5 5 5 4 2 0 0 0 0 lm;>Moz 0 0 0 0 0 0 0 0 0 0 IUOMoz 0 0 0 0 0 UFCHazards (rota!: 11 oz I AL3, IRR, OHH frotal: 15 oz I AL3, IRR, OHH frotal: 12 oz I AL3, IRR LD50 Oral LD5Q Skin LC50 Inhalation JJ-Ju11-0J Flash Point Boiling Point·· _.....,. ~ © 2001, Schirmer Engineering Corporation Page ··3 of 24 ~ ID Number MANUFACTURER UPC PRODUCT NAME Callaway Golf Building 8 Hazardous .Materials Inventory Classification 2261 Rutherford Road Carlsbad,. CA 92008 Chemical l11G_redie11ts CAS # % UFC Hazards LOSO Oral LOSO Skin LCS0 Inhalation 11-Jun-0l Flash Point Boiling, Point · 1203 INVISI-LUBECLEARMULTI-PURPOSELUBRICANT 1Qty5 ~izel3.5 IUOMoz frotal: 67.5oz ! AL3,IRR ! ! ! l l I Cal/away024 STATE CHEMICAL MANUFACTURING CO. n-Hexane 110-54 3 50 oil, paraffinic, solvent refined material 64742-65 0 20 Petrolatum 8009-03 8 10 aliphatic hydrocarbon mixture 64742-63 8 JO N-Butane 106-97 8 JO Isobutane 75-28 5 JO Propane 74-98 6 JO 1488 3M BRAND STAINLESS STE~L CLEANER & POLISH !Qty I ~ize 14 juoMoz frotal: 14 oz l ALI, IRR I Callaway029 3M mineral oil, white 8042-47 5 40 !so butane 75-28 5 13 Sorbitan Monooleate 1338-43 8 5 1488 3M BRAND STAINLESS STEEL CLEANER&-POLISH !Qty 1 ~ize 12 juoMoz [total: 12 oz l ALI, IRR Callaway088 3M 1682 ACERUSTSTOP-l(GLOSSWHITE,GLOSSBLACK,sjQtyl ISize15 IUOMoz frotal: 15oz I AL3,CAR,IRR,Ol;IH I I I I I I Callaway033 SHERWIN-WILLIAMS COMPANY Magnesium Sulfate Carbon, Black Titpniwn Dioxide Calcium Carbonate Magnesium Silicate Acetone Xylene ethyl benzene Toluene solvent naptha (petroleum}, medium aliphatic Lt. Aliphatic Petroleum Distillate N-Butane Propane 1793 PLEDGE AEROSOL-LEMON Callawayll2 S.C. JOHNSON WAX © 2001, Schirmer Engineering Corporation 7785-87 7 0 1333-86 4 0 13463-67 7 0 471-34 1 0 14807-96 6 0 67-64 1 0 1330-20 7 0 100-41 4 0 108-88 3 0 64742-88 7 0 64742-898 0 106-97 8 0 74-98 6 0 jQty 8 ~izel2.S IUOMoz jTotal: 100 oz I AL3, IRR, OHH Page4 of24 ~,,.......,---:: ID Number UPC 1796 Callaway034 1817 Callaway035 1817 Callaway092 2036 Cal/away038 2072 Callaway039 Callaway Golf Buildin,g 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME LD50 Chemical Ingredients CAS# % UFCHazards Oral 3M SUP.ER 77 SPRAY ADHESIVE !Qty l ~ize 16.5 !UOMoz. (!otal: 16.5 oz I AL2, IRR I I 3M Trade Secret 0-0 0 30 Cyclohexane JJD-82 7 20 Propane 74-98 6 15 Isobutane 75-28 5 15 Isohexane isomers 101-83 5 15 Dimethyl Ether 115-106 15 Dimethyl Ether Jl5-106 13 3-Dimethylbutane 79-298 7 3-Methylpentane 96-14. 0 7 2-Dimethylbutane 7'i-R1:? 5 < --·----~ ---· -~ -~ --~- ACE PREMIUM ENAMEL (ALMOND, FLAT/GLOSS B jQty 2 ~izel5 juoivr oz · [!otal: 30-oz j AL2,IRR SHERWIN-WILLIAMS COMPANY Acetone 67-64 ! 30 Xylene 1330-20 7 23 Propane 74-98 6 14 N-Butane 106-97 8 13 ethyl benzene 100-41 4 4 ACE PREMIUM ENAMEL (ALMOND, FLAT/GLOSS B !Qty 36 ~ize l 1.5 juoM oz frotal: 414 oz j AL3, IRR, OHH SHERWiN-WILLIAMS COMPANY DRI ALL PURPOSE LUBRICANT-AEROSOL !Qty 1 ~ize20 !ooMoz lrotal: 20 oz I ALI' CAR, IRR STATE CHEMICAL MANUFACTURING CO. Tetrachloroethylene 127-18 4 80 stoddard solvent 8052-41 3 20 Carbon Dioxide 124-38 9 JO PGRPAINT AND GRAFFITI REMOVER !Qty 1 ~ize18 IUOMoz ~otal: 18 oz I ALl, CAR, COR, OHH STATE CHEMICAL MANUFACTURING CO. Dich/oromethane 75-09 2 60 Jsobutane 75-28 5 20 Propane 74-98 6 20 Methanol 67-561 10 © 2001, Schirmer Engineering Corporation -----------·-------__..--- JI-Jun- LD50 LC50 Flasl1 Boih Skin Inhalation Point Poi, I I ----- ~---... ------- --·-- Callaway Golf Building 8 Hazardous Materials Inyentory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC 2073 Callaway040 PRODUCT NAME Chemical I11G!edients TEF LUBRICANT RELEASE AGENT STATE CHEMICAL MANUFACTURING CO. Lt. Aliphatic Petroleum Distillate Isobutane CAS# % !Qty I ~ize20 IUOMoz 64742-89 8 75-28 5 70 20 Propane 74-98 6 20 isopri:Jpyl alcohol 67-63 0 JO UPC Hazards frotal: 20 oz I AL3, IRR LD50 Oral LD50 Skin LC50 Inhalation ll-Ju11-0J Flash Point Boiling Point'· 2437 SUPERSIL*RTVSILICONE114-BLUE, 115-RED, 116-lQ~y2 ~ize8 looM(;i:i,: frotal: 16oz l ALl,IRR,OHH l l l l l I Callaway121 MCGEE INDUSTRIES INC. 2438 Callaway042 Silica, Amorphous Hydrated Liquefied Petroleum Gas Methyltriacetoxysilane Ethy/triacetoxysilane DRY RELEASE TEFLON LUBE & RELEASE TERAND INDUSTRIES, INC. Liquefied Petroleum Gas 7631-.869 68476-85 7 4253-34 3 JO 5 5 17689-779 5 !Qty 13 ~ize 10 IUOMoz 68476-85 7 60 Aliphatic hydrocarbon 64741-66 8 60 Teflon 9002-84 0 5 {total: 130 oz l ALI, IRR, OHH 40·]200 2544 Ca/laway043 ACEPREMIUMENAMEL(MACHINERYGRAY,GRA jQtyl ~izell.5 IUOMoz frotal: 11.5oz I AL3,CAR,IRR,OHH l I I l l I SHERWIN-WILLIAMS COMPANY Carbon, Black Titanium Dioxide Calcium Carbonate Magnesium Silicate Acetone Xylene ethyl benzene Toluene N-Butane Propane 1333-864 13463-67 7 471-341 14807-96 6 67-641 1330-20 7 100-41 4 108-88 3 106-97 8 74-98 6 0 0 0 0 0 0 0 0 0 0 2544 ACE PREMIUM ENAMEL (MACHINERY GRAY, GRA IQty 19 @ize l 1.5 1uoM oz lfotal: 218.5 ozl AL3, CAR, IRR, OHH I I I I I I Callaway093 SHERWIN-WILLIAMS COMPANY © 2001, Schirmer Engineering Corporation Page 6 of24 "' Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME Chemical l11E!'edie11ts 2574 PENETRATING GEL LUBRICANT (AEROSOL) Callaway048 TERAND INDUSTRIES, INC. 2575 Callmvay049 Liquefied Petroleum Gas Acetone Aliphatic hydrocarbon INDUSTRIAL SILICONE SPRAY (AEROSOL) TERAND INDUSTRIES, INC. Liquefied Petroleum Gas Aliphal(C hydrocarbon dimethyl siloxane 2822 AIS BREAKAWAY PENETRANT Callmvay057 · AMERICAN INDUSTRIAL SUPPLY INC. Tetrachloroethylene Carbon Dioxide 2847 TOUCH 'N FOAM Ca/la,vayl2.3 CONVENIENCE PRODUCTS Polyurethane Resin Chlorodifluoromethane methylene bisphenyl diisocyanate 2898 ACE METALLICS (CHROME) Callaway090 SHERWIN-WILLIAMS COMPANY Carbon, Black Magnesium Silicate Acetone Xylene ethyl benzene Toluene solvent naptha (petroleum), medium aliphatic N-Butane Propane © 2001, Schirmer Engineering Corporation CAS# % 1Qty4 @izelO !UOMoz 68476-85 7 60 67-64 1 20 64741-66 8 20 !Qty 18 @ize 11 !UOMoz 68476-857 60 64741-66 8 60 63148-62 9 5 !Qty 1 @ize18 !UOMoz 127-184 85 124-389 0 1Qty5 ~izel2 IUOMoz 9068-94 4 . 85 75-45 6 25 101-68 8 15 jQty 1 @ize 11.5 !UOM oz 1333-864 0 14807-96 6 0 67-64 1 0 1330-20 7 0 100-414 0 108-88 3 0 64742-88 7 0 106-97 8 0 74-98 6 0 UFCHazards frotal: 40 oz !· ALl, IRR, OHH fi'otal: 198 oz ! ALl, IRR, OHH frotal: 18 oz I ALI, Cf.:R, IRR, OHH 'frotal: 60 oz I ALl, IRR, OHH, SEN frotal: I1 .5 oz ! AL3, IRR, OHH . I I LOSO Oral l I LOSO Skin I LCS0 Inhalation I ll-Jun-01 Flash Point 49 I Boiling Point'· 125 300 ....,_._.... .... Page 7 of24 ID Number UPC 2928 Callaway061 2929 Callaway062 2930 Callaway063 . 2964 Callawayl05 Callaway Golf Building.8 Hazardous Materials Inventory Classification 2261 Rutherford Road CarlsfJad, CA 92008 MANUFA,CTURER PRODUCT NAME Chemical 111!1.redie11ts STEEL IT HIGH TEMP AEROSOL STAINLESS STEEL COATINGS INC. Xylene stoddard solvent Dichloromethane Methanol Jsobutane Propane 2X723B CLEAR PLASTIC SPRAYON PRODUCTS Methyl Ethyl Ketone Acetone ethyl benzene Toluene Xylene Isobutane Propane STATCLEAN PERFECTDATA CORP Propane lsobutane ammonia solution, 10 -50%. Ethylene Glycol Monobutyl Ether isopropyl alcohol FOAM PLUS INSTA FOAM PRODUCTS CO. polymethylene polyphenyl isocyanate methylene bisphenyl diisocyanate Chlorodijluoromethane CAS# 1Qty2 ~izel4 1330-20 7 8052-413 75-092 67-561 75-28 5 74-98 6 IQty i ~ize12 78-93 3 67-64 1 100-41 4 108-88 3 1330-20 7 75-28 5 74-98 6 IQty 1 _ ~izc8 74-98 6 75-28 5 7664-41 7 111-76 2 67-63 0 !Qty4 ~izel2 9016-87 9 101-68 8 75-45 6 % IUOMoz 0 0 0 0 0 0 IUOMoz 0 0 0 0 0 0 0 IUOMoz 0 0 0 0 0 IUOMoz 60 60 40 UFCHazards (rota): 28 oz I AL3, CAR, IRR, OHH . ~otal: 12 oz I AL3, IRR, OHH ~otal: 8 oz I AL3, IRR, OHH frotal: 48 oz J ALI, CAR, IRR, SEN LD50 Oral' LD50 Skin ll-Ju11-0l LC50 Flash Inhalation Point Boiling Point'· I © 2001, Schirmer Engineering Corporation Page 8 of 24 .~ .c ID Number UPC 3157 Callaivay072 3162 Callaway074 3265 Callaway083 3275 Callaivay086 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad,. CA 92008 MANUFACTURER PRODUCT NAME Chemical I11gredie11ts CHAIN LIFE FOAMING LUBRICANT CHAMPIONS CHOICE Petroleum Hydroc;arbon Chlorinated Paraffin N-Butane Propane S-100 SILICONE MOLD RELEASE ZIP-CHEM PRODUCTS Ch/orodifluoromethane Trichlorojluoromethane ZEP 2000 LUBRICATING GREASE ZEP MANUFACTURINGG COMPANY n-Hexaize /so butane N-Butane Propane DRY AEROSOL GLOBAL CHEMICAL Carbon Dioxide Tetrachloroethylene hydrotreated light napthenic petroleum distillate CAS# % !Qty 1 ~izel7 looMoz 64741-964 85 63449-398 15 106-97 8 5 74-98 6 5 !Qty l ~izel6 looMoz 75-45 6 0 75-694 0 !Qty 1 ~ize16.3 luoMoz 110-54 3 50 75-28 5 30 106-97 8 0 74-98 6 0 jQty 1() ~ize-14 luoMoz 124-38 9 a 127-184 0 64742-47 8 0 UPC Hazards frotal: 17 oz I ALI, IRR. OHH frotal: 16 oz I AL3, IRR, OHH frotal: 16.25 ozl AL3, IRR, OHH frotal: 140 oz I ALI, IRR, OHH i- LD50 Oral © 2001, Schirmer Engineering Corporation LD50 Skin LC50 Inhalation ll-J,m-01 Flash Point Boiling Point· ____:;:_ .,,, Page 9 of24 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME LDSO Chemical Ingredie11ts GAS# % UFCHazards Oral Physical State I GAS 0055 ARGON COMPRESSED GAS !Qty 2 ~ize336 luoMcu ft frotal: 672 cu ftl NON Ca//away004 AIRGAS argon 7440-371 99 0055 ARGON COMPRESSED GAS IQty 6 ~ize336 luoMcu ft frotal: 2016 cu ft NON Callaway095 AIR PRODUCTS AND CHEMICALS, INC. argon 7440-37 1 99 0055 ARGON/CARBON DIOXIDE COMPRESSED GAS !Qty s ~ize336 luoMcu ft frotal: 1680 cu ft NON Ca//away096 AIR PRODUCTS AND CHEMICALS, INC. 0145 ACETYLENE GAS IQty 1 ~ize 103 IUOM cu ft . frotal: 103 cu ftl FOG, UR2 I I Callal)'ay094 PRAXAIR INC. acetylene 74-86 2 JOO 0145 ACETYLENE GAS 1Qty2 ~ize 103 IUOM cu ft frotal: 206 cu ftl FOG, UR2 I I Callaway129 PRAXAIR INC. acetylene 74-86 2 100 0146 OXYGEN GAS IQty 2 ~ize247 IUOMcu ft frotal: 494 cu ftl OGG I I Callaway] I I PRAXAIR INC. oxyge11 7782-44 7 JOO 0146 OXYGEN GAS !Qty 1 ~ize247 IUOM cu ft frotal: 247 cu ftl OGG Ca/laJ11ay130 PRAXAIR INC. oxygen 7782-44 7 100 0148 NITROGEN, COMPRESSED GAS 1Qty2 ~ize45 IUOMcu ft frotal: 90 cu ft I NON Cal/aJ11ay109 AIR PRODUCTS AND CHEMICALS, INC. © 200 I, Schirmer Engineering Cmporation --,,.- 11-Jun-01 LDSO LCSO Flasl1 Boiling Skin Inhalation Point Point' I I I I Page 10 of24 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME Lpso Cliemical I11gredie11ts CAS# % UFCHazards Oral Physical State I LIQUID I 0005 ACETONE IQty I ~ize5 IUOMgal (!otal: 5 gal I FLIB,IRR I I Callaway00J CROWN CHEMICAL CORPORATION Acetone 67-64 I JOO 0005 ACETONE !Qty 1 ~ize_0.5 IUOMgal (!otal: 0.5 gal ! FLIB, IRR I I Callaway131 CROWN CHEMICAL CORPORATION Acetone 67-641 100 0023 LOCTITE BLACK MAX 380 INSTANT ADHESIVE !Qty 1 ~ize2 IUOMfl oz (!o~al: 2 fl oz I CL3A, COR~ WR.I I I Callaway002 LOCTITE CORPORATION Ethyl Cyanoacrylate 7085-85 0 90 ethylene copolymer rubber 54545-505 12 Carbon, Black 1333-86 4 3 Benzenedicarboxylic Anhydride 85-44 9 I HYDROQU!NONE 123-31 9 0.5 0028 LOCTITE X-NMS CLEANUP SOLVENT FOR INST ANT IQty l ~izel IUOMgal (!otal: 1 gal I FLlC,IRR I I Ca/laway003 LOCTITE CORPORATION nitromethane 75-52 5 JOO Toluene 108-88 3 JO 0084 DUPONT LACQUER THINNERS AND CLEANING soLjQty I ~izcl IUOMgal f!:otal: 1-gal I FLIB, IRR, OHH I I Cal/away005 DUPONT CO. Toluene 108-88 3 13 solvent naptha (petroleum). medium aliphatic 64742-88 7 13 0130 TAP MAGIC ORIGINAL CUTTING OIL jQty6 ~ize16 IUOMfl oz (!otal: 96 fl oz I IRR, OHH Ca/laway006 THE STECO CORP methyl chloroform 71-55 6 90 vegetable oil, essential 104-55 2 .3 petroleum oil, aliphatic 68815-10 I 3 dimethoxymethane 109-87 5 3 Butylene oxide 106-88 7 3 t-butanol 75-65 0 3 ©.2001, Schirmer Engineering Corporation Lb50 LC50 Skin Inhalation I I I I I 11-Jun-01 Flash Boiling Point Point'· ---, .» : I· -is I 133 I -15 I 133 I 150 . I 90 I I 73 I 129 Page 11 of24 ID Number UPC 0167 Callaway007 0660 Callaway009 0673 Callaivayl03 0706 Cal/away012 0712 Callaway089 0763 Ca/la111ay0l3 -----,..- Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME Cltemical Ing_redie11ts CAS# % STARRETT CLEANER IQty i ~izel IUOMgal SURRY CHEMICALS, INC. Dipropylene Glycol Monobutyl Ether 34590-94 8 2 nonionic surfactants 68131-408 1 potassium hydro;xide, 5.8% aqueous 1310-58 3 0.5 Tetrasodium _Salt 64-02 8 0.25 Direct Red 243 52953-363 0.01 GI-IOO0A SILICONE IQty 1 ~izel IUOMgal SILICONES, INC polymeric ethyl silicate 68412-37 3 0 ethyl silicate 78-10 4 0 ELMER'S CARPENTERS WOOD GLUE !Qty 1 ~ize12 !UOMfl oz- BORDEN, INC. LOCTITE PNEUMATIC/HYDRAULIC SEAL 545 THRE IQty 1 ~izel.69 !UOMfl oz LOCTITE CORPORATION polyglycol diotanoate 18268-70 7 45 hydroxyalkyl methacrylate 8680779 25 polyglycol dimethacrylate 25852-47 5 25 cumene hydroperoxide 80-15 9 5 n,n-dialkyltoluidines 613-48 9 3 Silica, amorphous, fumed, crystalline ji·ee 112945-52 5 1 Saccharine 81-07 2 1 maleic acid 110-16 7 I l-Acetyl-2-phenylhydrazine 114-83 0 1 70% ISOPROPYL ALCOHOL, RUBBING IQty 1 ~ize 16 IUOMfl oz CUMBERLAND-PERRIGO MANUFACTURING isopropyl alcohol 67-63 0 70 F-720 PLASTI-DIP !Qty I ~izel !UOMgal P.D.l. INC. naptha (petroleum), hydrotreated heavy 64742-48 9 37 n-Hexane 110-54 3 18.5 Toluene 108-88 3 14.8 Methyl Ethyl Ketone 78-93 3 3.7 UFCHazards (!otal: 1 gal I IRR, OHH, SEN (!otal: 1 gal I CL3B, IRR, OHH (!otal: 12 fl oz I IRR_ (!otal: 1.69 fl oj CL3B, SEN_ (!otal: l 6 fl oz I FLI C, IRR (!otal: l gal I FLIB,IRR LD50 Oral © 2001, Schirmer Engineering Corporation LD50 Skin LC50- Inhalation -- 11-Jim-0l Flash Point 208 200 ·I Boiling Point· 2 I 151 Page 12 of24 _.., Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURE~ UPC PRODUCT NAME Chemical I11G!edie11ts 0802 Callaway104 FAMOWOOD PUTTY (ALL COLORS) 0824 Callaway018 ECLECTIC PRODUCTS INC. Acetone Methyl Ethyl Ketone isopropyl. alcohol Lt. Aliphatic Petr.ole11m Distillate Zinc Stearate LPS TAPMATIC#l GOLD LPS LABORATORIES Minera/. Spirits olefin sulfide dia/kylpnyllphosphorous acid/alkyl alkanolamine 0824 LPS TAPMATIC #1 GOLD Ca/lpway019 LPS LABORATORIES Mineral Spirits olefin sulfide dialkylpnyllphosphorous acid/alkyl alkanolamine 0877 DP-420 EPOXY PART "A" Callaway021 3M 4, 7, 1 O-trioxatridecane-l, 13-diamine Trade Secret epoxy resin Silica, Amorphous Hydrated 2, 4, 6-Tri(dimethylaminomethyl)phenol 0955 ISOPROPYL ALCOHOL 99% ANHYDROUS Ca/laway022 CROWN CHEMICAL CORPORATION isopropyl alcohol 0955 Callaway133 ISOPROPYL ALCOHOL 99% ANHYDROUS CROWN CHEMICAL CORPORATION isopropyl alcohol 0955 JSOPROPYL ALCOHOL 99% ANHYDROUS Ca/lawayl34 CROWN CHEMICAL CORPORATION isopropy/ alcohol © 2001, Schirmer Engineering Corporation CAS# !Qty 1 @ize6 67-64 1 78-93 3 67-63 0 64742-898 557-051 1Qty2 @ize 16 64742-52 5 141808°04 0 !Qty 1 ~izel 64742-52 5 141808-04 0 IQty 1 . @ize5 4246-51 9 0-0 0 25068-38 6 7631-86 9 90-72 2 !Qty 1 ~ize5 67-63 0 !Qty 1 ~ize0.5 67-63 0 IQty 1 @ize0.5 67-63 0 % lUOMfl oz 8 8 5 5 1 lUOMfloz 80 5 5 IUOMgal 80 5 5 IUOMgal 60 30 10 7 5 IUOMgal 99 luoMgal 99 IUOMgal 99 UFC Hazards· trotal: 6 fl oz l FLlB, IRR, OHH trotal: 32 fl oz I CL3B, IRR trotal: I gal j CL3B, IRR trot~I: 5 gal I CL3B, IRR !Total: 5 gal I FLlB, IRR frotal: 0.5 gal I FLIB, IRR (rota!: 0.5 gal I FLlB, IRR LD50 Oral LD50 Skin Jl-Jun-01 LC50 Flash Inhalation Point 20 L 300 I l 300 340 I 53 53 53 Boiling Point'· 133 180 180 180 _,_ .. Page 13 of24 Callaway Golf Building 8 Hazardous JJ;faterials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME LOSO Chemical In!f_redients CAS# % UFCHazards Oral 1188 CHEMSTRIP PAINT, VARNISH, GASKET REMOVER !Qty 5 ~izel5 !UOMtl oz [otal: 75 fl oz I COR, OHH Ca/laway099 CHEMSEARCH (DIV OF NCH CORP) isopropyl alcohol 67.:63 0 0 Methanol 67-561 0 Dichloromethane 75-092 0 1251 ND-165 DEGREASING SOLVENT 1Qty2 ~ize2 !UOMgal (!otal: 4 gal ! IRR I I Callaway025 CHEMSEARCH (DIV OF NCH CORP) 2, 6,8-trimethyl-4nonyloxypolyethyleneoxyethanol 60828078 6 0 tripropylene glycol monomethyl ether 20324-33 8 0 - Sodium Silicate 6834-92 0 0 1365 GOLF CLUB WIPE #2 IQty I ~ize5 !UOMfl oz (!otal: 5 fl oz I FLIB, IRR, OHH Callaway026 CROWN CHEMICAL CORPORATION Lt. Aliphatic Petroleum Distillate 64742-898 68.5 Methyl lsobuty/Ketone 108-101 31.5 Ethanol 64-17 5 31.5 1393 V.M. & P. NAPHTHA (POLYURETHANEHNISH) IQty I ~ize5 .!UOMgal frotal: 5 gal I CAR,FLIB, IRR:OHH Callaway027 CROWN CHEMICAL CORPORATION Lt. Aliphatic Petroleum Distillate 64742-89 8 JO Heptane 142-82 5 1.8 Benzene 71-43 2 0 Toluene 108-88 3 ·O 1393 V.M. & P. NAPHTHA (POLYURETHANE FINISH) !Qty 1 · ~ize0.5 !UOMgal (!otal: 0.5 gal l CAR, FLIB, IRR, OHH Callaway132 CROWN CHEMICAL CORPORATION Lt. Aliphatic Petroleum Distillate 64742-89 8 10 Heptane 142-82 5 1.8 Benzene 71-43 2 0 Toluene 108-88 3 0 1442 MESAMOLL (AROMATIC SULFONIC ESTER) !Qty l ~ize8 !UOMfl oz (!otal: 8 fl oz I NON Callaway028 LIQUID CONTROL CORPORATION Su/Jonie acids 70775-94 9 JOO -JJ-Ju1t-0l LOSO LCS0 Flash Skin Inhalation Point Boiling Poini· 103 20 I 171 20 I 208 20 I 208 © 200 I, Schirmer Engineering Corporation Page 14 of 24 ID Number UPC 1607 9~llaway030 1619 Callawayl02 1673 Callaway031 1674 Callaway032 1765 Callaway091 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 ~utherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME Chemical Ingredients CAS# IPS WELD-ON #16 FOR ACRYLIC 1Qty2 ~ize 1.5 IPS CORPORATION Dichloromethane 75-09 2 Methyl Ethyl Ketone 78-93 3 Methyl methacrylate 80-62 6 DTL876E ACRYLIC LACQUER THINNER !Qty 1 ~izel PPG INDUSTRIES Acetone 67-641 Xylene 1330-20 7 petroleum dista/lates 64741-84 0 Methoxy Propanol Acetate 108-65 6 isopropyl alcohol 67-63 0 ethyl benzene 100-41 4 RP 3262 RESIN (EPOXY) !Qty 1 ~ize_S CIBA SPECIALTY CHEMICALS Bisphenol A-epichlorohydrin copolymer 25068-38 6 butyl glycidyl ether 2426-08 6 RP 3262 HARDENER (CASTING) jQty 1 ~ize5 CIBA SPECIALTY CHEMICALS phenol, 4-4'-(J-methylethylidene)bis-. polymer 68610-560 triethylene tetramine polymer with methyl oxirane 68441-70 3 triethylenetetramine 112-24 3 Diethylenetriamine 111-40 0 ACE MULTIPURPOSE FLOOR COVERING ADHESIVE IQty I ~izel FRANKLIN INTERNATIONAL ·-"•· ,) % jUOMtl oz 45 27 1 -juoMqt 40 30 20 10 5 5 !UOMgal 0 0 liJOMgal 0 0 0 0 IUOMgal UPC Hazards {rota!: 3 fl oz I FLlB, IRR, OHH {rotal: 1 qt ! FLIB, IRR, OHH {rotal: 5 gal j CL3A, IRR, OHH {rotaI: 5 gal I CL3I), COR, SEN {rota!: I gal ! CL3B, IRR tD50 Oral l © 2001, Schirmer Engineering Corporation --:.. ll-Jim-01 ..,, LD50 LCS0 Flash . Boiling Skin Inhalation Point Point · 21-104 11 133 -I 160 229 200 Page 15 of24 ID Number UPC 2106 Callawayl19 2547 Callaway044 2548 Callaway045 2549 Callaway046 2554 Callaway047 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Cq,rlsbad, CA 92008 MANUFACTURER PRODUCT NAME LD50 Chemical I11gredie11ts CAS# % UPC Hazards Oral STEEL BLUE DX-100 TRANSPARENT LAYOUT FLUI IQty 5 ~ize12 luOMfl oz frotal: 60floz·I FLIB,IRR,OHH I I ITW FLUID PRODUCTS GROUP B1Jtyl acetate 123-86 4 50 Ethanol 64-17 5 50 propy/ acetate 109-60 4 5 1-butano/ 71-363 5 Celluose nitrate 9004-700 5 isopropyl alcohol 67-63 0 5 ZE~O CHARGE ANTI-STAT STATIC DlSSIPATOR jQty 1 ~izel juoMqt frotal: 1 qt I IRR,OHH I I TECH SPRAY Ethanol 64-17 5 JO quaternary ammonium compounds 68071-95 4 5 isopropyl alcohol 67-63 0 0.7 Methanol 67-561 0.3 MOBIL 1 SYNTHETIC GREASE IQty t ~ize 1 IUOMgal !Total: 1 gal ICL3B I I MOBIL OIL CORPORATION Pentanedioic Acid, Monomethy/ 64601-12 3 0 Hexanedioic Acid, Monomethyl Ester, Lithium Salt 64601-11 2 0 lithium 12-hydroxystearate 7620-77 1 0 Lithium Hydroxide 1310-65 2 0 MOBILITH AW-2 INDUSTRIAL GREASE 1Qty2 ~ize14 IUOMfl oz frotal: 28 fl oz I CL3B I I MOBIL OIL CORPORATION KILZ ALKYD RESIN PRIMER IQty i ~ize 13 luOMfl oz frotal: 13 fl oz ! FLlB, IRR, OHH I I MASTERCHEM INDUSTRIES, INC. Magnesium Silicate 14807-96 6 30 Alkyd Resin 71243-64 6 25 Lt. Aliphatic Petroleum Distillate 64742-89 8 21.29 Titanium dioxide 13463-67 7 15 solvent naptha (petroleum), medium aliphatic 64742-88 7 · 14.94 © 2001, Schirmer Engineering Corporation ---·- 11-Juir-0l LD50 LC50 Flash Boiling_ Skin Inhalation Point Point I I 53 I 163 I I I 400 I I 400 I I 70 I 240 Pag_e 17 of24 ID Number UPC 2581 Callaway051 2584 Calla,vay052 2585 Calla1vay053 2586 Callaway054 2600 Callaway055 2601 Callaway116 ___ ;.. Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Car(sbad, CA 920Q8 MANUFACTURER PRODUCT NAME LD50 Chemical Inc_redients CAS# % UFCHazards Oral LOCTITE 290 THREADLOCKER 1Qty5 ~ize0.34 IUOMfl oz frotal: 1.7 fl oz j CL3B, SEN I I LOCTITE CORPORATION polyglycol dimetlzacrylate 25852-47 5 95 cumene hydroperoxide 80-15 9 5 Saccharine ,81-07 2 3 n,n-dialkylioluidines 613-48 9 I FL-70 DETERGENT BIODEGRADABLE IQty 1 ~izel luoMgal (!otal: 1 gal I IRR,O1-IH FISHER SCIENTIFIC COMPANY Sodium Carbonate 497-198 3 oleic acid 112-801 3 nonionic surfactants 68131-408 1.8 Tetrasodium Salt 64-02 8 1.4 Triethanolamine 102-71 6 1.3 polyethylene glycol 25322-68 3 1 BP 811 PT "A" EPOXY IQty i ~ize5 luoMgal (!otal: 5 gal I CL3B,OHH I I INNOVATIVE RESIN SYS'f.EMS, INC Bisphenol A-epicl,lorohydrin copolymer 25068-386 75 Kaolin 1332-58 7 31 Silica, Amorphous Hydrated 7631-86 9 4 EP 811 PT "B" POLYAMIDE !Qty 1 ~ize5 . · juoMgal [!otal:' 5 gal I COR_ I I INNOVATIVE RESIN SYSTEMS, INC Kaolin, 1332-58 7 35 Silica, Amorphous Hydrated 7631-869 4 Titanium Dioxide 13,463-67 7 2 MOBILUBE HD 80W-90 IQty 1 ~ize2.5 IUOMgal (!otal: 2.5 gal I CL3B I I MOBIL OIL CORPORATION SHER-WOOD SHADING BASES/PENETRATING STAI jQty 2 SHERWIN-WILLIAMS COMPANY ~ize5 IUOMgal [!otal: 10 gal I FLlB, IRR I I Toluene 108-88 3 60 © 2001, Schirmer Engineering Corporation LD50 LC50 · Skin Inhalation I I I I I ll-J1111-0l Flash Boiling Point Point· I 200 I 300 I 450 I .1 I · 327 I 38 I 222 Page 18 of24 , "' ..: ---~-- ~D Number UPC 2602 CallaJ11ay 115 2700 Cal/a1Vayl17 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad; CA 92008 MANUFACTURER · PRODUCT NAME Chemical Ing_redients SHER-WOOD CONVERSION VARNISH SHERWIN-WILLIAMS COMPANY Xylene Toluene Jsobutyl Alcohol Ethanol ethyl benzene Formaldehyde SHERWIN-WILLIAMS POLANE REDUCERS SHERWIN-WILLIAMS COMPANY CAS# 1Qty4 ~izel · 1330-20 7 108-88 3 78-83 1 64-17 5 100-41 4 50-00 0 1Qty3 ~izel % fuoMqt 23 11 9 8 4 0.7 fuoMpt Butyl acetate 123-86 4 28 lsopropyl Acetate 108-21 4 27 Methyl Elhyl Ke/one 78-93 3 25 Toluene 108-88 3 20 UF<;::Hazards frotal: 4 qt I CAR, FLIB, IRR, OHH frotal: 3 pt I FLIB, IRR LD50 Oral ll-J,m-01 LD50 LCSO Flash Skin Inhalation Point 37 21 Boiling Point 172 174 2815 SHELL VALVATA J OIL460 !Qty 1 Wize5 jUOMgal (rota): 5 gal j CL3B, IRR, OHH j j l l 480 j I Callaway056 SHELL INTERNATIONAL CHEMICAL COMPAN Petroleum Lubricating Oil vegetable oil 2840 COLOR GUARD TOUGH RUBBER COATING Calla11'ay058 LOCTITE CORPORATION naptha (petroleum). hydrotreated heavy Styrene Polymer 'Toluene n-Hexane Melhyl Elhyl Ketone 2843 CHEVRON CYLINDER OIL W ISO 460 Callaway059 CHEVRON PRODUCTS COMPANY residues vacuum heavy parafinnic vacuum dislillale deasphalted residuum 64742-57 0 68153-811 IQty I ~izel 64742-48 9 66070-58 4 108-88 3 110-54 3 78-93 3 IQty I ~ize5 64741-56 6 64742-161 64741-95 3 95· 5 fuoMgal 35 30 20 20 10 !Total: I gal I FLIB, IRR luoM gal frotal: 5 gal I CL3B 0 0 0 residual oils solvent refined 64742-01 4 0 2 151 525 2879 TELLUS OIL 46 !Qty 1 !size 5 luoM gal (rota I: 5 gal l CL3B, IRR I l l ! ! l Callaway060 EQUILON ENTERPRISES LLC PRODUCT STEW © 2001, Schirmer Engineering Corporation Page 19 of24 ,.~ ID Number UPC 2931 Callaway064 2949 Callaway067 2963 Callawayll8 2972 Callaway097 3006 Callawayl0l 3017 Callaway 106 3032 Callaway068 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME LD50 Chemical Inc_redie11ts CAS# % UFCHazards Oral AIRLUBE IOW-NR IQty i ~izel IUOMgal [!otal: 1 gal I CAR, CL3B, IRR I I NFO TECHNOLOGIES INC Highly Refined Naphthenic Oil 64742-53 6 0 Mineral Spirits 64-742-52 5 0 SSR ULTRA ·coo LANT AIR COMPRESSOR LUBRICA IQty l ~izel luoMqt [!otal: 1 qt ICL3B I 4000 I INGERSOLL-RAND CO. SKID-NO-MORE RUBBERIZED NON-Sl(.ID COATING IQty 1 -~izel luOMgal [!otal: 1 gal I IRR I I FIBRE GLASS EVERCOAT CO.,. INC. Magnesium Silicate 14807-96 6 JO BONDO GLAZING & SPOT PUTTY 1Qty2 ~ize4.5 IUOMfl oz [!otal: 9 fl oz I FLIB,IRR,OHH I I DYNATRON/BONDO CORPORATION Proprietary 0-00 0 DIBUTYL PHTHALATE (SHUR-GRIP-ADHESIVE) !Qty 1 ~izel luoMgal (!otal: 1 gal I CL3B, IRR I I SHUR-GRIP ADHESIVES Dibutylphthalate 84-74 2 100 JASCO PREMIUM PAINT & EPOXY REMOVER !Qty 1 ~izel IUOMgal (!otal: 1 gal I CAR, COR, OHH JASCO CHEMICALS Dichloromelhane 75-092 82.38 Metha11ol 67-561 10 Deodorized kerosene 64742-96 7 SHELL AL VANIA EP GREASE 2 !Qty 1 lsize 14.1 IUOM fl oz !Total: 14.1 fl o} CL3B, IRR I I SHELL OIL COMPANY Petroleum Lubricating Oil 64742-570 45 Mineral Spirits 64742-52 5 45 lithium 12-hydroxystearate 7620-77 1 10 © 2001, Schirmer Engineering Corporation LD50 LC50 Skin Inhalation I I I I :I I I I ·1 I ll-Ju11-0l Flash Boiling Point Point'· 325 520 63 I 129 362 430 _,,. .,. ';'" " ..., Page 20 of24 Callaway Golf Building 8 Hazardous Materials Inventory Classijic:ation 2261 Rutherford Road Carlsbad, CA. 92008 ID Number MA!'llJFACTURER UPC PRODUCT NAME Cl,emical [11g_redients CAS# % 3046 AHS -320 (PT "A") EPOXY IQty I ~ize5 IUOMgal Callaway069 3M 4, 7, 1 0-trioxatridecane-1, 13-diamine 4246-519 60 Trade Secret 0-0 0 30 Bisphenol A-epichlorohydri11 copolymer 25068-38 6 JO 2,4, 6-Tri(dimethylamillomethyl)phe11ol 90-72 2 7 Silica, Amorphous Hydr~ted 7631-869 7. Trade Secret 0-0 0 5 3047 AHS 320 (PT "B") EPOXY !Qty 1 ~ize5 IUOMgal Callaway070 3M Bisphenol A-epichlorohydrin copolymer 25068-38 6 JOO methyl methacrylate-butadiene-styrene polymer 25053-09 2 30 Carbon, Black 1333-86 4 I 3-(trimethoxysilyl) propyl glycidyl ether 2530-83 8 1 3109 HANGSTERFER'S S-500 METALWORKING FLUID IQty 1 ~ize5 IUOMgal Callmvay071 HANGSTERFER!S LABORATORIES, INC. severely refinedpetroleum distillates (heavy) 64742-68 3 0 Highly Refined Naphthenic Oil 64742-53 6 0 3161 DOW CORNING 111 VALVE LUBRICANT & SEALAN jQty 1 lsizel4.l IUOMfloz Cal/away073 3163 Cal/away075 3166 DOW CHEMICAL CO. dimethyl si/oxane Poly( dimethylsi/oxane Silica, Amorphous Hydrated DAPTEX LA TEX FOAM SEALANT (WHITE) DAPJNC. isopropyl alcohol ethylene glycol Acetic acid MOBIL 1 lOW-30 MOTOR OIL Callaway076 MOBIL OIL CORPORATION 3167 NEUTRA GREEN CLEANING COMPOUND . Callaivay077 SHERWIN-WILLIAMS COMPANY © 2001, Schirmer Engineering Coqioration 63148-62 9 60 70131-67 8 13 7631-869 13 jQty 1 ~izel2 lUOMfl oz 67-63 0 5 107-211 5 108-05 4 0.2 1Qty2 ~ize5 IUOMqt !Qty 1 jsize4 IUOMfl oz UFCHazards frotal: 5 gal ! CL3B, QtR, SEN, URI frotal: 5 gal ! CL3B, OHH frotal: 5 gal I . CAR, CL3B, IRR froial: 14.j fl o4 ·CL3B frotal: 12 fl oz I CL2, IRR, OHH frotal: 10 qt I CLJB frotal: 4 fl oz I. IRR LD50 Oral LD50 Skin LC50 Inhalation ll-J1111-0l Flash Point 340 ·340 340 214 -1 105 392 Boiling Point', -e. . f.: .,, Page 21 of24 Callaway Golf Building' 8 Hazardous Materials Inventory ·classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC 3182 Callrz111ay107 3193 Cal/away079 PRODUCT NAME Chemical lns_redietJts LOCTITE NA VAL JELLY RUST DISSOLVER LOCTITE CORPORATION phosphoric acid, <80% solution Polysaccharide isopropyl alcohol Sulfuric Acid Silica, amorphous, fi1med, crystalline free EQUIPMENT FLUSHING SOL VENT LOCTITE CORPORATION Dichloromethane 3224 LOCTITE ANTISEIZE Ca/la111ay080 LOCTITE CORPORATION 3257 Cal/away081 3264 Callaway082 3270 Callaway084 3271 Ca/laway085 PERCHLOROETHYLENE (ALL GRADES) VULCAN CHEMICALS Tetrai:hloroethylene IPS WELD-ON 3 FOR ACRYLIC IPS CORPORATION Dichloromethane Trichlorethylene Methyl methacrylate GI-ULTRA FAST CATALYST SILICONES, INC polymeric ethyl silicate ethyl silicate POWER TEAM HYDRAULIC FLUID SPX POWER TEAM · Solvent refined Heavy Para.ffinic Oil oil, para.ffinic, solvent refined material 3276 GREASE OUT SOLVENT DEGREASER Ca/laway087 GLOBAL CHEMICAL Poly( oxy-1,2-ethanediyl}-alpha(non-phenyl}-omega(h · d-Limonene © 2001, Schirmer Engineering Corporation LD50 LD50 GAS# % UFCHazards Oral Skin !Qty 1 ~ize 12 !UOMfl oz frotal: 12 fl oz ! IRR I . "7664-38 2 30 11138-662 3 67-63 0 3 7664-93 9 1 112945-52 5 1 !Qty 1 ~ize16 !UOMflo;:: (rota): 16 fl oz I CAR, COR, OHH 75-092 100 !Qty 3 ~ize8 !UOMfl oz (rotal: 24·fl oz I FLlB, IRR, OHH !Qty 1 ~izel !UOMgal (rota): ·1 gal ! CAR, IRR ] 127-18 4 100 !Qty 1 @izel !UOMpt (rotal: 1 pt I CAR, COR, IRR, OHH 75-092 90 79-01 6 9 80-62 6 1 !Qty 1 @izel !UOMlb (rotal: 1 lb ! CL3B, IRR 68412-37 3 0 78-10 4 0 !Qty 1 ~ize 1 !UOMgal !Total: 1 gal I CL3B, IRR 64741-88 4 96 64742-65 0 5 jQty 1 @ize 14.1 jUOMfl oz frotal: 14.l fl oJ CL2, IRR 9016-45 9 0 5989-27 5 0 LC50 Inhalation Ji-J1111-,0l Flash Point 230 350 112 .I Boiling Point'· Page 22 of24 -., . y ~ ! ---L Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME LOSO Chemical Ingredients CAS# % UFCHazards Oral Physical State I SOLU> .I 0508 SUPER D DRY POWDER 1Qty2 ~ize20 luoMqt (!otal: 40 qt I NON I 3000 I Cal/away120 AMEREX CORPORATION Sodium Chloride 7647-14 5 95 Fullers earth 8031-18 3 4 Hydrated Alumina Silicate 1318-94 1 ·2 Potassium Aluminum Silicate 12001-26 2 2 · Amorphous Silica Fumed 112926-08 1 Magnesium Stearate 557-04 0 1 1823 BONDO LIGHTWEIGHT BODY FILLERS IQty I ~izel5 luoM-oz (!otal: 15 oz I CAR, IRR, URI Cal/away036 DYNATRON/BONDO CORPORATION Magnesium Silicate 14807-96 6 50 Unsaturated Polyester :Resin 26123-45 5 35 Styrene 100-42 5 18 1823 BONDO LIGHTWEIGHT BODY FILLERS !Qty I ~izel IUOMlb (!otal: I lb I CAR, IRR, URI I I Cal/away098 DYNATRON/BONDO CORPORATION Magnesium Silicate 14807°966 50 .Unsaturated Polyester Resin 26123-45 5 35 Styrene . 100-42 5 18 2578 DEVCON ALUMINUM PUTTY (F) RESIN IQty I ~izel luoMlb (!otal: I lb I OHH Callaway050 ITWOEVCON Bisphenol A-epichlorohydrin copolymer 25068-38 6 40 crystalline silica 14808-60 7 1 2817 LUBRIPLATE 1200-2 LUBRICATING GREASE IQty I ~izc IO IUOMoz [!:otal: IO oz I IRR Callaway] 08 LUBRIPLA TE (DIV OF FISKE BROTHERS REF! 2932 COPPERMATE PASTE SOLDERING FLUX IQty 1 ~izel IUOMlb [!:otal: 1 lb I IRR Ca/laway065 M.C. CANFIELD Petrolatum 8009-03 8 50 Zinc chloride 7646-85 7 20 Ammonium chloride 12125-02 9 JO © 2001, Schirmer Enginee~ing Corporation ---~ ~~ ll-Ju11-0l '• .,,, LOSO LCS0 Flash Boiling Skin Inhalation Point Point·· 1 · I Page23 of24 --,,':, ------,-------------------;-------,----------,----~------'~~ .-.'"" Jl-Jun-01 ID Number MANUFACTURER UPC PRODUCT NAME Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 Chemical In1:_redie11ts CAS # % UFC Hazards LD50 Oral LD50 Skin LC50 Inhalation Flash .Point Boiling Point 2933 748NON-CORROSIVESEALANT(SEALINGCOMPOU!Qtyl ~izelO.l IUOMoz frotal: 10.1oz I IRR I j ! ! ! l Callaway066 DOW CHEMICAL CO. . Proprietary 0-00 0 3172 STRONG STEEL RENEWEL COMPOSITE IQfy i ~izel IUOMib frotal: 1 lb I NON 450 . I soo Callaway078 LPS LABORATORIES Iron Powder 65997-195 70 Bisphenol A-epichlorohydrin copolymer 25068-386 30 Magnesium Silicate 14807-96 6 5 Hydrophobic Silicon Dioxide, Amorphous 67762-90 7 2 BisphenolF 28064-14 4 2 3184 NOZZLE GEL IQty i ~izel !UOMlb frotal: 1 lb ! NON CallawayllO AIRGAS INC © 2001, Schirmer Engineering Corporation Page 24 of24 4-.. DILUTION VENTILATION CALCULATIONS · Manufacturing Given: One five gallon bottle of acetone spilled and evaporated in 30 minutes. St = Safety Factor = 4 1 . SG = Specific Gravity= 0.8 r -1 ·· ER = Evaporation Rate = 40 pts/30 minutes -I I MW= Molecular Weight= 58.04 LEL = Lower Explosive Limit = 2.5% B = Temp~rature Constant = 1 for temperature up to 250°F Using the material balance equation, the amount of. air required to dilute one gallon of acetone to 25% of the LEL is as. follows: Q = (403) (SG) (100) (ER) (SF)= 1 185 cfm (MW) (LEL) (B) ' This is the required amount of ventilation air per minut~ needed to maintain the concentration of vapors below the lower explosive limit. ·