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Home My WebLink About1695 FARADAY AVE; ; CB992872; Permit1' 06/20/2000 City of Carlsbad Commercial/Industrial Permit Permit No: CB992872 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: MULVANIA ED Building Inspection Request Line (760) 602-2725 1695 FARADAY AV CBAD Tl Sub Type: 2121303400 Lot#: $35,000.00 Construction Type: Reference #: RACK SYSTEM COMM 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 08/03/1999 JM 06/20/2000 06/20/2000 5807 VAN ALLEN WAY CARLSBAD CA 92008 760-929-7588 0617 06/20/00 0001 01 C-PRMT Total Fees: $515.27 Building Permit Add'I Building Permit Fee. Plan Check Add'I Plan Check Fee Plan Check Discount j I ! Strong Motion Fee ' Park Fee \ LFM Fee \ Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Inspector: ·:(otal P?Jyments·'fii;q~te: . ,$:$200:bQ '·<,;-, C :Bal~i:ice Due: (, .... ,., / ;/' i /\ \\.~ \ 's..,./ \ /'",. / t'v,, \ '~,/....__..,, "·~ ,:' .. ,·---.. ----,,----~ ___,.,.-._,_., '--. -~-"'/ \. ·, .:-·-· $0.00 $0.00 FINAL APPROVAL $315.18 $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 $515.27 Date: _____ _ Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow 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 /. ·, :1 } / \.' I 'I I 315-18 ~L::tt1 /41 & PERM,ff APPLICATION ~ ,, C1TY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-11,61 Validated By__.,<d---#<-'-:;,,,,,,,.--E:rl7'7--#:n-":r- Date _________ """" ...... _ _..--J...__ 1695 FARADAY AVE. Address'(inclµde Bldg/Suite #I CARLSBAD, Business Name (at this address) CA 920Q8 SMAC WAREHOUSE 109 CARLSBAD RESEARCH Legal Description Lot No. Subdivision Name/Number CENT~ 08107 199 0001 Oif ;?,~ Unit~. 4 7fhase Nt'-PRMTotal; u~.09 212-130-34-000~094 WAREHOUSE WAREHOUSE ~ Assessor's Parcel # Existing Use Proposed Use FINISHED PRODUCT RACKING N/A N/A N/A N/A Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms ~g~~~~~lf!miit?~tf~~1wR,:1fff~~~~¥~rt.r0·1l{::~~~x~;~~~B~~.~);~~~~~~~;t~~§1:~~1:f4~·~~~~~,=-~ s a a Name Address City State/Zip Telephone # Fax # mr~~~1~~w.m.¥faW"~.1\l~~~a1r-.wr~ · ~e6.Fiw,~~;::011;t.~t'it,0~f:I~.r:~~:r@~G-~1t~·~:z;~;~ SMAC EN WAY 5 Name Address Telephone# Name Address City S,tate/Zip Telephone # lffi{JfflNR•8l~~l~~~~tik~~~i~~:~~~~<~~~~~:~~f.!:?l-\fi~~J,~¥.0s.:t:)~i;;,'1~~~::t~'fJ~2::t\~0.~~rif:}~~:;;t;~s~a::~;: (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 pe~mit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone# State License # · N/A License Class N/A City Business License # N/A Designer Nall)e Address City State/Zip Telephone State License # NIA F~&rPB1ft~lQ~Rfflffllfiffli~~t~~)kf ¥~£;:~R~l.:{~M~~~~{la{f~~:~(~¥~~~J;rntt1~-~~~:~~(.~1::;i_~;.t1r~::~~'.-'lfty~~£~~~G}::::~~~;>;\~:-;~:~~* ~ Workers' Comp1msation 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. Iii 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: lnsuranceCompany REPUBLIC INDEMNITY PolicyNo. 005485-08 Expiration Date 4/20/2000 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 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. WARNlr,.IG: 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, n to thi;, cost of compensation, damages as provided for In Section 3706 of the Labor code, i terest and attormiy's fees. SIGNATURE-::::;;i!'!-,~~=2 ~~S-,~~~~===-~-=:-::::-:=::7"'.-:-::-::::-:::-::-:-:-:::-.:-::::--:-::-. DATE _r...,e,.,,£,Ji!!!=-,..<:~'--4'---£fij~~f11WB~! llu)i~~ ~~ ~~J1tt.1,a~1.1&Sfi~·~ll;~~w21l:;;rrtt~::rr1~"t-~fl.~11:~~I :t{~11/1J:::;;~~0;~~~1-:r1g~_i;fEJR:;t~1~:~~TI{(~l~::;;~~;~:(1~±::r;·~~.t::1:-1:\~ I hereby affirm that I am exempt from the Contr tor's License Law for the following reason: .IK\ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 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 not apply. {o an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address I 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):, __________ 7"'::::...7"-g,.,:;_,;.~=---=-----,,--------------------,----.--:----------- Is the applicant or future building occupant required to sub 1t 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 1jJ NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES '.l8J' NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 8 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097 (ii Civil Code). LENDER'S NAME N / A LENDER'S ADDRESS N / A ---------------------------- I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the 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 the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not co enced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the w e ed for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE -~-r~'----::~.,.,_~------,...,_~--- YELLOW: Applicant PINK: Finance City of Carlsbad 1-1! 11 G 11 Ii~ i •J4 ·El iii ,14 Iii November 10, 2000 SMAC PARTNERS LP 5807 VAN ALLEN WAY CARLSBAD CA 92008 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: TI Permit Number: Issue Date: CB992872 6/20/2000' ADDRESS: 1695 FARADAY AV PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 12/17/2000. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: "EXPIRATION. Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void. if the. btiiJding or. wor):c authoriz~d by such· permit is not coIT.menced within 1-80 days from the date of such permit (unless issued prior to 7 /1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check helow indicating your Lritentions and return this letter to us. / Project abandoned. A new permit will be ob~ained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Department at (760) 602-2700. PAT KELLEY Principal Building -Inspector 1, 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 @ City of Carlsbad i=i!iit?Hii~i•J4•Eiiii,14iil 06/12/2000 MULVANIAED 5807 VAN ALLEN WAY CARLSBAD CA92008 Re: Application Date: 8/3/1999 Plan Check #: CB992872 Address: 1695 FARADAY AV Expiration Date: 8/2/2000 You applied to have your plan~ checked on the date noted above. To date, the related building permit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the pian check expiration date noted above will be destroyed. The provisions of sections 304 (d) of the Uniform Building Code state: "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, .and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. __ Project Abandoned -I will pick up plans within 1 O days __ Project Abandoned -Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2718. Raenette Abbey Building Department 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 @ .City of Carlsbad Bldg Inspection Request Permit# CB992872 Title: RACK SYSTEM Description: For: 6/28/2000 Type:Tl Sub Type: ·COMM Job Address: 1695 FARADAY AV Suite: Lot Location: APPLICANT MULVANIA ED Owner: SM AC PARTNERS LP Remarks: RACK INSPECTION Total Time: 0 CD Description Act Comments Inspector Assignment: Phone: Inspector: ~ Requested By: ED Entered By: CHRISTINE 14 Frame/Steel/Bolting/Welding ;V!l. C:t:Jv~-1? &tttf:E:,wR AH,() 11> l>i?/7 µo PH. -:/J::. Associated PCRs Inspection History Date Description Act lnsp Comments EsGil Corporation 'l.n Partnersliip witli government for '13uiCaing Safety DATE: 9/27 /99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2872 SET: II D APPLICANT ~ D PLAN REVIEWER D FILE PROJECT ADDRESS: 1695 Faraday Ave. PROJECT NAME: Storage Racks for SMAC D The plans transmitted herewith have been corrected where necessary and substantially comply with the Jurisdiction's building codes. [8J 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 D D The plans transmitted herewith have significant deficiencies identified on the er:iclosed check list and should be corrected and resubmitted for a complete recheck. . •' .. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is_ enclosed for the jurisdiction to forward to the applicant contact person. ,, \ The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Fax#: Mail Telep~on ax In Person Date contacte~: (by: ) REMARKS: 1 · y to review that the path of travel from the handicapped parking space to the racks area and the·bathrooms serving the rack area comply with all the current disabled access requirements. 2. File Depa1t111eA-t--approval is requiroo. 3. Note on the plan to provide minimum 4" between the racks and existing walls and columns. t· Please slip the rack layout sheet into the city set l(at building department). 6[~ By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/16 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 'l.n Partnersliip witli qovernment for 'Buiufing Safety DATE: 8/13/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2872 PROJECT ADDRESS: 1695 Faraday Ave. PROJECT NAME: Storage Racks For SMAC SET:I ~ANT ~ CJ PLAN REVIEWER CJ 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. [8J 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: SMAC (Ed Mulvania) 5807 Val Allen Way Carlsbad CA 92008 [8J 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: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/5 trnsmU.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-2872 8/13/99 · GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1695 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/5 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-2872 DATE REVIEW COMPLETED: 8/13/99 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. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438- 1161. 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. 2. 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 99-2872 8/13/99 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 4. Provide a rack layout plan showing the location of all racks.(Please clearly identify the locations of type A rack, type 8 rack and type C rack. 5. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 6. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 7. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 8. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC. 9. Indicate the clearance from the new racks to the existing building walls and building columns. 10. Provide forklift protection. Recheck the "pallet" racks as follows: 11. Recheck all connections on sheet 1 as follows: a) The rivet bearing capacity is only dtF u = 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. 12. Indicate the safety pin size and verify it is adequate for the 1000# load. 13. 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. 14. 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). Carlsbad 99-2872 8/13/99 . . . 15. 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 re.garding these plan review items, please contact David Yao at Esgil Corporation. Thank you. .. Carlsbad 99-2872 8/13/99 · VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 1695 Faraday Ave. BUILDING OCCUPANCY: BUILDING PORTION BUILDING AREA (ft.2) Storage racks Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-2872 DATE: 8/13/99 TYPE OF CONSTRUCTION: VALUATION I VALUE MULTIPLIER ($) 35000 (per city) D 199 USC Building Permit Fee [:8J Bldg. Permit Fee by ordinance:$ 307.83 D 199 USC Plan Check Fee [:8J Plan Check Fee by ordinance: $ 200.09 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 160.07 Comments: Sheet 1 of 1 macvalue.doc 5196 I PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB qq ,J-fJ?J-/) -1·7 ,,Clo/ DATE __ O __ /_/ __ _ ADDRESS __ / b_. C/_5_H_~_--f,'11£::....--1v_f_---.--___ _ .RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC OTHER ----------J~---------- DATE ------ DATE--;-,J~/t/ ~f'J2_ ~ .• BY ·~·: .. ·~a--:~:~·~·~,·~ 01' TE ................................. . SUBJECT. .......................... ~ ,;_ ;_., A··c_ , I (, &J 5 . , RACK DESIGN & ENGINEERING CO. 3788 LA CRESCENTA A VE., SUITE 204- GLENDALR, CA. 01208 TEL:(818)957-2980 FAX:(818)9&7-8603 ft-t~ A 1:>A '-L , Ct1ttR. LrlJ A-l:>1 CA . f SHEET NO ........................ . JOB NO •....... t3..0..Y'.~.8.0 q , Y-1--1 • ...t. C <-~,-,R Aut. E l 0. ()e,1<tJtF1 ./tll"1 i1-t~ 7 ~A 11. v~I.! r/1-f,~tl"' 7 ~ c. tlM II CA vr~ e. o ,,.,_Aft~ oF "(il1J1 8A-y , Tlt'-c K~A.,. w ti...(.. !vffoAT' 1~t ~IJTt,t{ L•A,1 r~ ~ '' ·1 k > 2 )( I• '1 :s 1. .• g ~ .. ..( C5 'd' .., fl -"°' ;;, "l.-k.. ,,, 't J le.. 1/ S p,., C.,-,,t [Ci"-~ -t ( / .._"' 2 ,, ) J ><'I· 3.3.r f'Aa W(!'l/J ~ (J.f "-f '2 'I) )( tO 7t,~ '' )(.. f • JJ: /1 .. J •'Jr.. ·• Tc-M ~" N ,./ s I 'L ( l,) . .,. ./l. ,, ti ~H(.~ • . k. '"-:. • 87 ~ '2 :r I· 7 I "I .. .... C\ -,_,_ '1 , 1 , q -r1 8 - C:0 39\;td I9N3 QN1;t N9IS3Q ~81;1~ Sept. 13, 1999 SMAC 5807 VAN ALLEN WAY, CARLSBAD, CA 92008 TEL: (760) 929-7575 FAX: (760) 929-7588 City of Carlsbad Building Dept. 2075 Las Palmas Dr. Carlsbad, CA. 92009 The attached information and Rack Layout Print for our SMAC Storage Rack Project, Plan Check #99-2872 is in response to the General Plan Correction List which we had received from EsGil Corp. Please advise if any additional information is needed. Thank You; EdMulvania BY ......... 9.: ... .9.~A~!.~.~···. DATE ...... ?::.?.~.-::-.~.~······· . . SUBJE;CT ... ~ ..................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE. CA. 91206 'J'EL:(818)957-2980 FAX:(818)957-8603 STRUCTURAL CALCULATIONS OF "LMT" STORAGE RACKS FOR: SMAC 1695 FARADAY CARLSBAD, CA. 92008 PER UBC 1 997 EDITION STORAGE RACKS CAPACITY: 1 800 # / LEVEL REF: CALCS. 1 THRU 6 DRAWINGS: RD-4080 SH. 1 SHEET NO •........... 1-.. ......... . JOB NO ........ R.!?.~.4:9.!?.9 .. . BY ........ .9 ..... .9..1:!At!!A.~ ... . DATE ...... ?.::-:-.?_~::-:-.~.~······· ' . SU9JECT .... ~ ..................... . 130" OJ a, OJ a, TYPE "A" FRONT VIEW 1 130" l 'N I(} N, ... I(} . N st TYPE "C" FRONT VIEW RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO, ........... ?. ........... . JOB NO ........ R.P.::-:.49.~9. .. SIDE VIEW SIDE VIEW . (X) I(} 130'' l 1 56" r TYPE 11 811 FRONT VIEW SIDE VIEW LBF354 BEAM 1800 # / LEVEL + 25% IMPACT LOAD 1000 #/BEAM 1 7/8" n ~ ,l 2 3/4" l M= 130"x1 K = 16.3 "K 8 "K SR= 16-3 = .54<.76 30 Ix= 1.47 Sx =. 76 KSI. Fy =50 3 b:. = 5xWxL = _57,, < 130 = .72" 384xl xXE 180 BY DATE G. OHANIAN 7-23-99 SHEET NO. JOB NO. 3 RD-4080 SUBJECT • RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA .. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SEISMIC DESIGN V= 2.SxCaxl x W R Ca=.44xNa Ca=.44x1 .2=.53 LOAD PER COLUMN TYPE "A" K K P= 2x1.8 =1.8 2 ( 8 K 7 ) = 1 .4 K W=.1 + 1. x. D.L. L.L. UTIL. V= 2.5x.53x1 .4 5.6 V= 2.5x.53x1 .4 4.4 V= 2x.42 = .84 K K =.33 K = .42 LONGIT. SEISMIC ; CX) (J) ------.--;-· 17" ,___ ________ 15 K 8.2 "K 15,8 "K .99 1800 # / LEVEL use 1997 SEC. 2222 1=1 R=5.6 Rw=4.4 LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) Na= 1.2 W:::D.L.+L.L. TABLE 16.5 "K BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 15.8 "K "K .99 TYPE "8" K K P= 4x1 .8 =3.6 2 W=.1 +(3.6K x. 7 ) =2. 6 K D.L. L.L. UTIL. K H "K M = .61 x56 =17 COL. 2 TYPE "C" K K P= 5x1.8 =4.5 2 1 W (4 5 K 7 ) :::::3.2K =.1 + . x. D.L. L.L. UTIL. S K tt "K M =: .7 x28 =10,5 COL. 2 K V= .61 BY ......... 9: .... 9..t!A~!A.~ ... . DATE ..... .!.:-:-:.?.~::.~.~ ....... . SUBJECT .... ~ .................... .. COLUMN ANALYSIS I ,. 1:3 ~[~-x ll::J Kl-~-77 8 rx -1 .26 -· RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 'l'EL:(818)957-2980 FAX:(818)957-8603 A=.62 lx=1.02 Sx =.68 rx = 1.26 KSI Fy =50 fy::::,87 Sy =.56 ry=1.16 SHEET NO ............ 1: ........... . JOB N0 ........ ~.!?.:-:-:.19.~9 .. . Fe>_ix_ 2 F KSI Fn =Fy (1-4;)= 36.8 "K K P0 =Fn xA = 22.8 COMBINED STRESS RATIO L+ _M_ = _1d._ + 15·8 = .89< 1.33 Pa Max 11.9 20.4 L+_M_ == 2.66 + 21074 = 1.01 < 1.33 P0 Mox 14. . BASE PLATE "K K ANCH. TENSION = ·99 -(1.4 x3") = 0 6" ANCHOR SHEAR = ~ = . 17 K 2 USE (2)-1/2"¢ HILT! ANCH. (ICBO #4627) 3 1/2" EMB. (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS TYPE ,, A,, TYPE "8,, [ .. .. -- .· .. . . . . . K 1.4 j "K .99 ) 7"x4"x3/8" BASE PLATE ... ,,4, . . ~ . .. .. .. I") .. . . . . ... 5 1/2" 7" BY ......... q: .... 9.HA~!A.~ .... 7-23-99 DATE .................................. . 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 .99+ 15.8 "K M1= = 8.4 2 15.8+8.2 "K M2= = 12 2 USE 3 PIN CONNECTOR ALL LEVELS TYP. I c" 095 Fy --79 KSI 7 1 o ¢ RIVET A = . K Va= .095x79x.4 = 3.0 7 /16"¢ RIVET ASTM A354-79 3 PIN CONNECTOR TH'K:;:3/16" K ,, "K Ma = 3.0 x4 x 1.33 = 16 CONN. ' c- 12 a.2~ I I t ~ l"K ~15.8 Mz SHEET NO ...... : ..... ~ .......... .. JOB N0 ........ ~.!?.:-:-:.19.~9 .. . "K 12 BY DATE G. OHANIAN 7-23.-99 SUBJECT 0 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO. JOB NO. TRANSVERSE SEISMIC (OVERTURNING) TYPE "A" GOVERNS K " ~ M0r = .84 x204 x.5x1 .15 = 98.5 K u "K MR = 1.4 x48 = 67 .2 "K "K UPLIFT= 98.5 -;,67.2 =.65K 48 TWO 1 /2"¢ ANCHOR BOLTS PER BASE PLATE OK. LOAD TO DIAGONAL K P ::c: .84x 56 = 1 . 1 42 KSI Fy =50 A=.31 rx =.48 Q=.74 L= 56" CHECK WELDS KSI Fa = 11.2 K Pa= 3.5 1 1/2" ~ t=t ~A-X .,... i=.0711 SEC. A-A TYP 1/8 1" 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) K 3x.125x. 707x70x.3 = 5.4 CHECK SLAB <I 4500 I 4 6" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL .. 6.5" I, 6.2" .. 12.7" 12.7" 25.4" SEC. 8-B • 4500 ° 1000 ::: 4·5 4.5x144=648 0" -J 648 =25.4" 2 "# M= ( ~i ) x1 OOOx i x12= 1601.6 2 S= 12x6 =72 6 16~d-6 = 22.2< 1,6 -J 2000 =72 6 RD-4080