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Home My WebLink About2180 RUTHERFORD RD; ; CB991444; Permitr, \ 1/~\~~y ( City of Carlsbad 05/25/1999 Commercial/Industrial Permit Permit No: CB991444 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: ZILONKA RICHARD PO BOX 1528 POWAY CA 92074 619-679-8714 Total Fees: 2180 RUTHERFORD RD CBAD Tl Sub Type: 2120702300 Lot#: $50,000.00 Construction Type: Reference #: CALLAWAY GOLF PALLET RACK STORAGE INDUST 0 NEW·· Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 04/14/1999 JM 05/17/1999 05/25/1999 Owner: AbbAWA.Y GOLF CO /0 DONAUJt+DYE 285 RW'tHE~ORO,RD , / (2\ b1A.RLSB~D eA92008i\s9 00125,. 99 0001 01 rr\,\S ~l(;-uc(r 1' . ) C-PRMT \::::::!) /__, "' (Sn 0 -. . $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 $674.34 Inspector~ FINAL APPROVAL Date: 6j'/o/"/ff I Clearance: _____ _ NOTICE: Please take NOTICE that al)provalof your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have.90 dayi; from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor.planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 -rf 412-83 V .. /t05I PERMIT APPLICATION FOR OFFICE USE ON'ovd //.t~ PLAN CHEC NO. ~VfL77':_ EST. VAL. __,;t.~U,·~/J~D:;.__s~_.:-.,,---CITY OF CARLSBAD BUILDING DEPARTMENT ·2015 Las Palmas Dr., Carlsbad CA 92009 {760) 438-1161 Address (include Bldg/Suite #) Business Name (at this address) CALL.AWA,' 4ot£ 'P->ALL 2~eo ~UIHET?fogP gD Legal Description Lot No. Subdivision Name/Number Unit No. Phase' No.· N 8562 04/14/99 Total # of units Assessor's Parcel# I • Oi o--Ob .,... -APIJ 212--010-23--ao Existing Use MAt-.ltJF, .,j LuJl.f.,Etfo!J '>E Proposed Use W~bl)S ff C-PRMT ·Description of Work SO. FT. #of Stories # cif Bedrooms -# of Bathrooms l,t.l.S1ALL PALLE1 ~4¢r j'P,10l>O -I ~.,;2.J.Q0~1'MT:e&!ii~.r:'-:<!.t-4ifft!l~QlJ!'!lill•PPli~Q~};';,· c •• ·~,-~; ,,-..;:: ,,:_:~~:.;,, • .,; • .,,;: -~--~:.:,;,,;;,,.,,. Name Address City S.tate/Zip Telephone# ~~cro]fJa>'M!KtWNA'filf:7 --:::·-. -.,;-·-: ,> •· (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, commen_ding with Section 7000 of Division 3 of the Business and .ProfElssions Code] or tliat he is exempt therefrom, and the basis for the alleged ·exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). pcs IN$TALI..A11~ P () k>t: 1,;2£ 'fowA-'f ·· CA (btq) '2,q.e11t , Name · Address City · State/Z~ ,.d/J _--re}/phone # State License # ]27 0 75 License c:lass L-{;, r . Cit"'. Business License # Ii /2fE{4_ Designer Name {Z~ 'Pe; !Cc I.J Address ? 7 j {., lA 4:tSCE>.ttA City/.'. State/Zip Telephone ·State-License# b7;>5 2.L/: qLEJ.JJ>Al.f CA ( 6/~ )q57. 2.9_$ IJ !§;,,; ·yv.QJiKJ:f\S[,·QOJV!l;';EtiJ,$AT(()ij:· .. .-.·.:; .. ':~.:·~:=.::: .::· :: ::-:::::.:~:.,:,:.:.~.: ,~ .,_::,;; .... ~",:~:;;;.\,.-:.c; .t._;~~,,--,,?;-?£:_::-,:f~';::.-;':·:'.";;77,:-~-'.::·;~;;;7E-·:: "£,;;2:·".:~] Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: : 0 I have anc! will maintain a certificate of consent to self-insure for worker$' compensation as _provided by Section 3700 of thEl Labor Code, for the performance _ of the work for which this permit is issued. · ·o I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for .the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No.____________ Expiration Date _______ _ :'i(TH S-SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($.100] OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this ·permit is issued, I shall not employ any person in any manner so as o ecome subject to t orkers'. Compensation Laws of California. -· ·· WARNING: Failure cur workers' mpensation· coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred · thousand dollars {$ 0 ,000 , in ad o to e co of c mpensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE . . . __ DATE 4/-11/---99 lf L/~Q_W~ER~,h JLDERJ)ECLAR~TION", _ ~,2.1.,,-.;,1, ..... · .. a,,·~ l,. ';"':'W~~::1:f r: ·,A_~--~--~~ ;;t:c~:.,.~,~-:::: --::;~;-~:- ' I hereby affir that I am exempt from th ontractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.]044, Business and Professions Code: The Contractor's License Law does not apply to an owner of prop_erty 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 tl:iat he did not build or imp_rov.e for the purpose of sale). 0 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 i:lot apply to an owner of property who ouilds or improves tnereon, and' contracts for such projects with contractor(sl licensed pursuant to the Co~tractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I .personally plan to provide the major labor and materi<1ls for constructi9n of the propc;,sed property i~provement. D YES ONO 2. I (have / have riot) signed an application for a building permit for the proposed work. 3. I have c6ntracted,_with the following person (firm) to provide the proposed construction (include name / <jddress / phc;>ne 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 numberl=-------------'---------------------------------- 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 ________ _ {g'QMR!fii!tt!::!!§~RQt!Q.N.lQ.lf .N.Q/l-M~/t[.@(~t,'3,l!l!;DJN.G2f§llNl!lt6t!WY" ·. ;'..,:.,; .. :~.:!;:'c'. ,·; .;,[-:.;;:;~:;.::f.!:L£'.;,~~t·! -~'.1'~:io:Eirl:.:l • .:6:h.::~~1::::::::;.:,l;,.;..~:}:.:-_.;:;,.~,:L-::,J ls 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? 0 YES D NO Is the applicant or future building occupant required-to obtain a permit from the air pollutii;m control district or air quality management district? 0 YES O NO ls the facility .to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO Ii= 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 COI\ITROL DISTRICT. ~::C:@$;r@'f-fi61fCENbft{fiGENCY· .-, ____ ---·· -·-·. · I hereby affirm that there is a construction lending agency for the performance of the wor.k for which this permit is issued. (Sec., 3097(il Civil Code}. LENDER'S NAME LENDER'S ADDRESS ::;::::::;::::;::-;:::::::-::::;:;::::;;:;;::;::::;;:;::::;;::;;;::;:;:::;;::;;:;;:;;::::;::::::;:;:::::;;;::;:::;:::::;;;;;;;;:;;:::;::::;,~::;:;;:::;;= tt~:.:Re~Jca~l!~q~lt-TJBP:~iJlON:,~i .. -. -:-: _, -.: ; _ ;, -->,, :'!:;;..;;. ':-.-~-J--..:-~ -1:, ___ ~--~"', ~,_J::.:is«<,\w~~~~-~~~::~;~,5:r~~~~=~~;:,,~{i\,::~;3:2!.:':Z::}:l~~-~--'~~,,:.,::t~:] , I certify that I have read the application and state that the above information is correct and that. the information on the plans is accurate. I agree to comply with all City' ordinances and State law$ relating to building construction. I hereby aut.hori~e repre~entatives of the Cit~ of Carlsbad to ·enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS; COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA:· An OSHA permit is required for excavations over 5'0" deep and demolition or-construction of structures over 3 stories in height. EXPIRATION: Every permit issued by. Buildfng Official llnder the provisions of this .Code.shall expire by limitation and become null and void if the building or work authorized by such permit is n menced within 65 days from thlil date. of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the r eriod-180 ys (Section 106.4:4 Uniform Building Code). DATE _ ___,_-(_-_IL-,./__,-9'--q __ _ PINK: Finance UNSCHEDULED BUILDING INSPECTION 6 DATE ----•~µ~~J.~9~1--INSPECTOR ~d=----- PER.MIT # 19-tti'f4 PLAN CHECK# ____ _ JOB ADDRESS ---='Z:..:..:I Bi:::;:;..:. o~&ui::;u..JJ.7c,1t.ziii.!f-=,t,~6z=ru?=-'l?;;.uri;a._,,_. _________ _ DESCRIPTION ____ ..;...._ __________________ _ CODE DESCRIPTION ACT 19 Es.Gil Corporation 2n Partners/i.ip Wit/i. (jovernment for 'lJuiCaing Safetg DAfE: 5/ 13/'99 JURISPICTION: Carlsbad PLAN CHECK NO.: 99-1444 PROJECT ADDRESS: 2180 Rutherford Road SET: II PROJECT NAME: Callaway Golf Ball Facility Storage Rac:ks CJ APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected Where necessary and substantially comply with the jurisdiction's building codes. [g) 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 d~ficiencies identified on the enclosed check list and should be corrected and res0bmitted for a complete recheck. D The check list transmitted herewith is for your infqrmation. The plans are being held at Esgil Corporation until corrected plans ~re submitted for recheck. D The applicant's copy of the 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: IZ] Esgil Corporation staff did not advise the a:pplicant that the plan check has been completed. · D · l;sgil Corporation staff did advise the applicant that the plan check has been completed. Per~on contacted: Telephone#: Oate contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: 1. City to verify that the path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area ·comply with all the current disabled access requirements. 2. Fire Department approval is required. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/4 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ;::::::=:==;;::===;::: .. Es-GH Corporation 1.n Partners/i.ip _wit/i. qov~rnment for '.Bui[aing Safety DATE: 4/22/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1444 PROJECT ADDRESS: 2180 Rutherford Road SET:I .. PROJECT NAME: Callaway Golf Ball Facility Storage Racks ~~T 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 reso_lved 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, 0 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: RichardZilonka P.O.Box 1528 Poway CA 92074 0 Esgil Corporation staff did not advise the appiicant 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: ) Fax#: Mail Telephone Fax In Person D· REMARKS: By: David Yao Enclosures: Esgil Corporation [J GA .D . MB D EJ D PC 4/15 tmsmtl.dot 9320 Chesapyake Drive, Suite Z08 + .San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 . Carlsbad 99-1444 4/22/99 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PI..AN RECEIVED BY ES'GIL CORPORATION: 4/15 . REVIEWED BY: David Yao F~REWORD (PLEASE READ): PLAN CHECK NO.: 99-1444 DATE REVIEW COMPLETED: 4/22/99 This plan review is limited to the technical requirements contained in the Uniform Building Code, Unifqrm 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 oh laws and ordinances enforced by the Planning Department, Engineering Department or other departments. ihe following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conform~nce with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1; Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to· each item, the sheet of the plans upon which each correcti(?n on this sheet has been made and return this sheet with the revised plans: 3. Please indicate here if any changes have b~en made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? · D Yes D No· . 1. Only the stor9ge racks are included .in this plan review 2. Provide a statement on the Title Sheet of the plans th~t this project shall comply with Title-24 -and 1994 use. 3. (?:rovide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. Carlsbad 99-1444 4/22/99 4. City to verify that the path of travel to the rack area and the bathrooms serving the racks . area comply with all the cur:rent"disabled access requirements. Title 24, Part 2. 5. Obtain Fire Department approval for groups F, Mand S occupancy storage per USC Sections 306.8, 309.8 and 311.8. 6. Indicate the clearance from the new racks to the existing building building columns per Section 1631.2.11. The clearance must be at least 3Rw/8 times the deflections of both the rack and the building .. 7. Provide forklift protection per Section 2231.5. Rech.eek the "pallet" racks as follows: 8.. Recheck all connections on sheet 1 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 2230 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the welc;I stress, whichever is lower). c) Check the bracket maximum weak axis moment. 9.. Indicate the safety pin size and verifyitis adequate for the 1000# load. Section 2236.1. · 10. Recheck the base plate anchors as follows: . . a) Check the transverse seismic for overturning with only the top shelf loaded with the force acting through the center of gravity of the top load per Section 2237.7. 11. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base .Plate to the first diagonal brace (not only to the first horizontal member). 4. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding-these plan review items, please contact David Yao at Esgjl Corporation. Thank you. Carlsbad 99-1444 4/22/99 VALUATION AND PLAN CHECK FEE JURISOICTION: Carlsbad PREPARED BY: David Ya9 BUILDING ADDRESS: 2180 Ruth~rford Road BUILDING OCCUPANCY: F-1 BUILDING PORTION BUILDING AREA (ft. 2) Storage racks . ' ,. " ,. Air Conditioning Fire Sprinklers .. TOTAL VALUE PLAN CHECK NO.: 99-1444 DATE: 4/22/99 TYPE OF CONSTRUCTION:. V-N VALUAilON VALUE MULTIPLIER ($) 50000 (per city) D 199 UBC Building Permit Fee ~ Bldg. Permit Fee by ordinance: $ 402.33 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ 261.51 .. . Type of Review: D Complete Review· D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 209.21 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB C\CJ } 4 lf q DA~E L..{ / l 6 l 99 ______ .~P._D~-~~-s ~ l i O R v\ + h c I: -fur d Rd , -· ·:,\?-: ..... ,.RESIDENTIAL-'. . ., ' ~ . . r:\·\;,E,;iRESIDENTIRL''.ADDITI.ON:.MINOR\:;-. ./?~;:_:,:" _: -~-. ::·;,HPEAZA:·cAMIND-'REAL: --··: ... , ·· . .') ?:1 .· ... : r· ·.:.. 1<$10,000.00>. ... ·r: .: · . CARLSBAD COMPANY STORES . VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE_½ __ / j___,j./ /~q_°{_ DATE--+{~(zv!:~~='- Carlsbad Fire Department -. -' 990149 2560 Orion Way Carlsbad, CA 92008 Fire Prevention (760) 931-2121 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 05/24/1999 ------------ Name: Richard Zilonka Address: PO Box 1528 City, State: Poway CA 9207 4 Plan Checker: Job#: 990149 ------- Job Name: Callaway Racks CB991444 Job Address: 2180 Rutherford Rd Ste. or Bldg. No. [gJ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for r:eview has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or I specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in .suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At thi$ time, this office cannot adequately conduct a review-to determine compliance with the applicable codes and/ or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 990149 2nd . FD File# 3rd Other Agency ID Carlsbad Fire Department . . 990149 2560 Orion Way Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 931-2121 Date of Report: 04/30/1999 Building Plan Reviewed by: ------------ Name: Richard Zilonka ------------------------Address: PO Box 1528 ------------------------------- City, State: .Poway CA 92074 Plan Checker: _______________ Job#: _99_0_1_49 ____ _ Job Name: Callaway Racks CB991444 ------------------Job Address: 2180 Rutherford Rd Ste. or Bldg. No. D Approved D Approved Subject to ·[gl 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 modificatlons, 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 / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 990149 2nd FD File# 3rd Other Agency ID Requjr~meats Category: Building. Plan Page 1 Requirement: P~nding 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 qwner 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. 04/30/99 ~. ' BY ........ g~ .. .9.HAr:-!!.~.~···. "RACK DESIGN & ENGINEERING CO. SHEET NO •......... L.J!.f.. '"l.. JOB NO •.... R.P .. }F>..i. .. ~ DATE .· ... ~.::J.q,.~ .. ~.1 ... . 3786 LA CRESCENTA AVE.,. SUITE 204 GLENDALE. CA. 91208 SUBJECT. ......................... . TEL:(818)957-2980 FAX:(818)957-8603 c., - cAtl.,AWAy ~OL(:--, 2.1@'1 Rv1H~Fi)/l.() §9, CAAt.J(I.Al:)'1 t,A, I ,. f1.. ., \I 'J ~ • '? ;-I ' S + w A 1.-L M ~ Vcr"'1 ::-· '1 ,.._,.,1 10 l'l\vSE (.Jl.t.,Af>S~ ()f-. '1Hti 7 13Ay 1 ,o Sc) f Po~, TH e f-111.,,c.. '--",4--/.> , t\ .;•lf "'·IVS x ~">~ JI,(., z -7 14 1(,_,,'' ftt>J li,S. v°'-::-10,n.J -c. ( ryP<..< A) fc. ( 1' YP~ .IJ>, ) )c \J().._,t:1 ~ 7t;,1--<,S·f .::=:·31 tv'\o -r ~ , .. I ,<.._ (YY .::; 71-"L- y ,_ l:?'OL\ ::JI: 11-,L S(L( Q_Jf _;) q"l I I L{ u t,_,f BY ........ -9.'. .. .Qt!A~J.A.~ ... . DA TE ... ~ .. :-:.J..~ ... ~-~ .. l. SUBJECT ......................... . >fRACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE.. SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO •.... .f. ................ . RD J&i..~ JOB NO •.............................. BY ......... G: .... 9.fjAN!.~.~···. D~ TE ...... 1:-::.~.-::-.~.~-·-······· ,t.:· -~" "'' ~OBJECT ......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDAL$, CA. 91206 TEL:( 818 )957-2980 FAX:( 818 )957-8603 SHEET N0 ............ 1 ........... .. JOB NO ...... J~P.:::.~.?..-?..? .. STRUCTURAL CALCULATl·ONS OF "RACK & ROLL" STORAGE RACKS FOR: CALLAWAY GOLF BALL FACILITY 2180 RUTHERFORD ROAD CARLSBAD, CA. 92008 PtR UBC LATEST EDITION STORAGE RACKS CAPACITY: 3000 # / LEVEL REF: CALCS. 1 THRU 8 DRAWINGS: RD-3826 SH. 1 BY ......... 9: .... 9.HAt-!!.~.~ ... . DATE ...... f~.?.-::-.~.~ ........ .. SHEET NO ........... .?. .......... .. ,. SUBJECT .......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 JOB NO ........ R!?.:-::.~.~?.~ .. . b <O b <O b .. "' b <O l 95• 1 b .. "' •• ',I' b <O . 0 <O ' 0 <O 0 <O l 106" ,:· , . ..... •. " .. ' TYPE "A" FRONT VIEW 3000 # / LEVEL + 25% IMPACT LOAD 1800 # / BEAM PF5 BEAM ' <D ..:::::. :: X - "" r1 3/4",, '' 1 =1 -------x t=0.07" l 2 3/4" l 'I 'I 1 4 ,, , 1 8 K "K M= 4 X • = 32.4 8 . "K SR= 32.4 = 1.08< 1.11 30 lx=2.78 Sx = 1 .11 KSI • Fy =50 3 !). = 5xWxL = .72" < 144 = .80" 384xlxxE 180 11 144" l PF4 BEAM <D .::::. l'1 x-------X "" t=0.07" J 2 3/4" J " 1 8 K "K M= 108 X • = 24.3 8 "K SR= 24-3 = .81 <.97 30 1717 SIDE VIEW Ix =2.24 Sx =.97 KSI. Fy =50 3 b,. = 5xWxL = .38" < 108 = 60" 384xlxxE 180 · BY ........ .9 ..... .9.HA.~!.~.~ ... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:{818)957-8603 DATE ...... 4.::-:.~.-.-:".~.~·········· ' SUBJECT··························· 96" n 1 l . "' ,-. . ..,. :; ' "' ,-. ', ~:. ,. .. . TYPE ,,8,, FRONT VIEW SIDE C3x4.1 BEAM 3000 #/LEVEL+ 25% IMPACT LOAD 1800 # / BEAM f-[-x lx=1.66 Sx = 1.10 5 KSh Fy = 0 " K "K M= 96 x1 .8 = 21 .6 8 "K SR= 21 ·6 = .72<1.10 30 3 t::. = 5xWxL = .36" <Z ~ = .53" 384xl x xE 180 VIEW SHEET NO •......... } ........... . JOB NO •....... ~.P.:-::.~~?~ .. . BY.-........ Q.-.... 9.!JAN.IA.~ ... . RACK DESIGN & ·ENGINEERING CO. 3-786. LA-CRESCENT.A.. AW...r SUl-TE-204- GtENDALE, CA. 9-1-200-- SHEET NO •.......... .-:1: ........... . DATE ...... 4.::-:.~.~.~;~ ......... . . JOB-NO.. ....... ~.P..:-:-:.~.~?_§___ SUBJECT .......................... . ·TEL:( 818 }957-2980 FAX:{818)957-8603 0 c.o 0 c.o 0 c.o 0 c.o SEl·SMIC DESIGN V= Z.I.C xW Rw LOAD PER COLUMN TYPE "A" RACK·· P= 4x3.0. = 6.Q K 2 W=.1 + _Q_,_Q_ =3.1 K D.L. 2 L.L. , V= .4x.+x-2. 75x.3-.1-= .42.K 8 V= .4x 1 x2. 75x3.1 = .S6. K 6 V =--Zx . s-e-· =· 1 . 1 K LONGIT. SEISMIC 3000 # / LEVEL Z=.4 ZONE 4 1=1 C=2·.75 Mme Rw=8 LONGIT. DIR. (MOM. CONN.) Rw-=e· rRAN-SV. mR. (BRAC[D) W=D.L.+50%L.L. OF BACK TO BACK RACKS BA3E SHEAR PER COttJMN-LO-NGtTtJ&ANAt. D~RECHON ffASE-SHEAR PER COLUMN TRANSVERSE. DIRECTION B"ASE SHEAR PER FRAME "FRAt'fSVERSE DtRECH?N TYPE "B" RACK P-= 2x3,Q = 3:·QK 2 ~ K · W=.1 <T°c+3.0 =3.1 v. . LL. .17 K "K -4..-9.. It V= .42 K .42 .13 K .08 K .04 ~ 4,9 "K 8,7 "K 11.0 "K 12.2 "K 8.7 "K 11.0 "K fZ-.Z'.K r-----+----.21 K- ,__ ____ ,___.._1 K K .42 7.3 7.3 "~ ''K 14.7 "K BY ........ .Q:-... .9..t!AN.JA.~ ... . DATE ..... .4.::.?.-:-:-.~.~·········· • SUBJECT .......................... . COLUMN ANALYSIS COLUMN AT TYPE "A" Jg -__QQ_ -49 2 rx -1.22 -· RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957~8603 ~:. ' A=.91 Ix =1.36 Sx =.91 rx = 1.22 KSI Fy =50 ly =.104 Sy =.66 ry=1.07 118.3 SHEET NO •........... ~ ........... . JOB NO •....... B.P.:-:-:.~.~?.? ... .KJ ---52.._ -45 6 ry -1.07 -· F Fe>--y- 2 F KSI Fn =Fy (1-4f)= 44.7 "K COMBINED STRESS RATIO L+ MM = 261.02 + 2172.23 = . 73< 1 .33 Pa ax • . • BASE PLATE "K K ANCH. TENSION = 12·2 -(3-1 x3·25") -35 K 6" -. ANCHOR SHEAR = ~ = .21 K 2 USE (2)-1/2"¢ HILT! ANCH. (ICBO #4627) 3 1 /2" EMB. (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS P -Pn -21 2 K a -1.92 -· K 3.1 j 5 1/2" 7" "K 12.2 7"x5"x3/8" BASE PLATE BY ......... Q ..... .9. .ti A t(IA.~ ... . DATE ..... .::!:::-:.~.-:::~.~·········· • SUBJECT··························· COLUMN ANALYSIS COLUMN AT TYPE "B" Kl -_ll,__ -57 1 r; -1.26 -· RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 A=.62 Ix =1.02 Sx =.68 rx=1.26 KSI, Fy =50 ly=.87 Sy =.56 ry=1.16 87.6 SHEET NO •........... ? ........... . JOB NO ........ ~.!?.:-:-:.~.~?~ .. . Kl=--22_=448 ry 1.16 · Fe> · Fy 2 F KSI Fn =Fy (1-4f)= 42.8 "K COMBINED STRESS RATIO BASE PLATE ·"K K ANCH. TENSION = 14·7 -(3. l x3,2 ~") = .77 K 6" ANCHOR SHEAR = ~ = .21 K 2 USE (2)-1 /2"¢ HILTI ANCH. (ICBO #4627) 3 1 /2" EMB. (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS ~[ .. .. ,,,. . . P0 = /~2 = 13.8 K K 3.1 j -r::v'-=-7~ ,o o, ,o o, IQ 01 "K 14.7 ) 'o o' 7"x5"x3/ BASE PLA ~, 'o 0~ ..,.;- ~ ' ..... .. N ~ . .. '-~ .. .. ,,.. I') .. . , . . . . . . . .... 5 1/2" 7" 8" TE BY ........ -9.• .... 9.t!AN.!A.~ ... . DATE ..... .4.::-:.~.-::-.~.~·········· ,, A SUBJECT .......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE .• SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 MOMENT AT BEAM CONNECTION M1= 12.2+11.0 = 11 .6 2 "K TYPE "A" 11.0"~ 11.0+8.7 2 "K 14.7+7.3 2 :;: 9.8 = 11.0 USE 3 PIN CONNECTOR ALL LEVELS TYP. ,,,K, TYPE "13" I ,, 79. KSI 7 16 ¢ RIVET A = .095 Fy =. K Va= .095x79x.4 = 3.0 c-l=--=-=JI 11.6 I I I 1/8 SHEET NO •........ ..? ........... . JOB NO •....... ~.P.:-:-:.~.~~~··· "K 11.6 7 /16"¢ RIVET TH'K=3/16" 7 /16"¢ RIVET TH'K=3/16" ASTM A354-79 3 PIN CONNECTOR K "K Ma = 3.0 x4"x1 .33 = 16 CONN. ASTM A354-79. BY ......... q: .... 9.HAN .,.~.~ ... . DATE ...... 1::-:.~.-::-.?~ ........ .. ' . ,,. ~ SUBJECT .......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCE?fl'A AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:{818)957-8603 TRANSVERSE SEISMIC K "K Mor= 1.1 x144"x.5x1.15= 91.0 K 11 "K MR = 3.1 x42 = 130.2 NO UPLIFT TWO 1 /2"r,6 ANCHOR BOLTS PER BASE PLATE OK. LOAD TO DIAGONAL K p = 1. 1 X 56 = 1 .46 42 ,: I KSI Fy =50 A=.31 KSI Fa = 11.2 rx =.48 Q=.74 L= 56" CHECK. WELDS K Pa= 3.5 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) K 3x.125x. 707x70x.3 = 5.4 BOTH SIDES TYP. 1 /8 t=.06" SEC. A-A TYP>--~~ 1/8 1.5' SHEET NO ............ ~ .......... .. JOB NO ........ R.9.~.~~?.~ .. . SEC. B-B CHECK SLAB 3100 I 4 4,:1 <I ., 4 4 ., 44 ., 3" I 5" 5" 1 o" 6" CONCRETE SLAB 2500 PSI. CONC. 4500 PSF. SOIL ., 4 4 2" 3100 = .69 ° 4500 ' .J 99.4 = 1 o" o" .69x144=99.4 2 "# M= ( 1~ ) x4500x 1 x12=750.0 2 S= 12x6 72 6 7~~-0 = 10.0< 1.6 .J 2500 =80