Loading...
HomeMy WebLinkAbout2765 LOKER AVE W; ; CB004098; PermitV City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11/16/2000 Commercial/Industrial Permit Permit No: CB004098 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: ALMRYDE KEITH 2765 LOKER AV WEST CBAD Tl Sub Type: 2090811800 Lot#: $11,000.00 Construction Type: Reference #: ASWORTH, INC ADD TO EXIST RACK SYSTEM COMM 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: 2765 LOKER AVE WEST CARLSBAD CA 92008 760-929-6176 COBCPARCEL18LLC C/O KEN SATTERLEE 4510 EXECUTIVE DR #5 SAN DIEGO CA 92121 APPROVED 11/06/2000 JM 11/16/2000 Total Fees: $204.15 Total Payments To Date: $79.51 Balance Due: $124.64 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount 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: $122.33 $0.00 $79.51 $0.00 $0.00 $2.31 $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 SDCWAFee CFD Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFD Fund) LFMZ Transportation Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: Redev Parking Fee: TOTAL PERMIT FEES FINAL APPROVAL $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 $204.15 Date: f .., ( { -' 0 ( 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 ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. FOR OFFICE USE Ofj,L ~ PLAN CHECK NO. LA) ~tf'l,0 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. // {Jj[) Plan Ck. De~osi~=----:-++-=--1-- Validated By __ u=i.L~---,-;++->c...,-,,--- Date ________ ~~""+-'"-"';...._-- ;1:,.: 'PROJECT iNFORilliA:troN· . .2_-i·&·s " Le ~R ® E \;\JC: ?·:c Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Assessor's Parcel # Existing Use Proposed Use $"TT:_)~ Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms E. Name Address City State/Zip Telephone# Fax# f#f; APPLICANT ." O·¢qiifriotqr . o· Ag_E1nt :fqr C9ntr~otor'",.,~~OWh()r . {J Agen( fo'r 6-vtner .. Name Address City State/Zip Telephone# ~"--~--"~.: AbovE Address City S.tate/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ 6, ···:wQR"i<!:FfS' ¢oiVJPt!\ISA]'{ON .. . .. · . _ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company____________________ Policy No .. ____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 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. 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 provi~ed for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ______________________________ DATE _________ _ :1.:: . QW~i;R_;-,B!Jf.~Pl;,lfP,EQl;AQAJIQl'f : . . . • . . .. -. • . ...... I hereby affirm that I am exenipt from the Contractor's License Law for the following reason: 'gt 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 to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Qi:( YES ONO 2. I ~ have not) signed an application for a building permit for the proposed work. 3. I have contracted_with the following person (firmi to provide the proposed construction (include name / address / phone number/ contractors license number): 4. I plan to provide portions of the work, ut I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number):_-'-','-L=------------------------------------------- 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)=-----------.--+---+l--='1----,-,-----------------------+----l'---------------- DATE lL --'----+----'....+~'-------PROPERTY OWNER SIGNATURE ~->-<>=:::...;:>-=~C-\,9~_,,,_,~-------------0 iCQMPLEtf:3, THIS SEOTIQN'FOR,NON4iESIDENTIAL-;B 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 O 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 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. ;s-;:0·:·.:co.lil~tRuctiti~l:.~iji5Jrfq A.~t;Nc,Y:. ---.. :~·:· :·:. ~---. :: ·;:--: '. ~· .' _.. .. . ... "" · · · I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _ !fil.'. :APP,LIP~NT:9!:flTIF!CP.TlQN, .:. . ' .. -,~ . · '"'"''-,.,._ . - 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 ov~r 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 commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is cp~en9rd for a p )iod 180 days (Section 106.4.4 Uniform Building Code). / j APPLICANT'S SIGNATURE ~ DATE l \. _ L, l-0 0 I YELLOW: Applicant PINK: Finance 'City of Carlsbad Bldg Inspection Request For: 01/11/2001 Permit# CB004098 Title: ASWORTH, INC Description: ADD TO EXIST RACK SYSTEM Type: Tl Sub Type: COMM Job Address: 2765 LOKER AV WEST Suite: Lot 0 Location: APPLICANT ALMRYDE KEITH Owner: COB C PARCEL 18 LL C Remarks: PAGER 293-7464 OR SEE GERALD Total Time: CD Description Act Comments Inspector Assignment: Phone: 7609296176 OR Inspector# Requested By: KEITH Entered By: CHRISTINE 19 Final Structural fkf----- Date Description Associated PCRs PCR01005 PENDING Inspection History Act lnsp Comments / EsGil Corporation '1.n Partnersli.ip Witli. (jover,nment for '13uifc£ing Safety DATE: 11/15/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4098 PROJECT ADDRESS: 2765 Loker Ave. West SET: I PROJECT NAME: Storage Racks for Ashworth Golf Apparell D PLAN REVIEWER D FILE ~ 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. D 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. D 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. 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 11/7 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-4098 11/15/00' VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4098 PREPARED BY: David Yao DATE: 11/15/00 BUILDING ADDRESS: 2765 Loker Ave. West BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. storage racks per city 11,000 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordin~nce -,. .. ' I Bldg. Permit Fee by Ordinance , ..., , I Plan Check Fee by Ordinance , ...,. , Type of Review: 0 Complete Review D Structural Only Oother D Hourly ($) 11,000 11,000 122.331 D Repetitive Fee @Repeats Esgil Plan Review Fee 63.611 Comments: Sheet 1 of 1 macvalue.doc PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB YO '1<3' · ADDRESS ~1115: lot-ex-Av. West 'RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00} OTHER~~ DATE \l fs/oo I TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING PLANNER .~~ATE_u.+f\{=-82t-.:.../0..:::..0'---- Docs/Mtsfonns/Ptanning Engineering Approvals Carlsbad Fire Department 004098 1635 Faraday Ave. Carlsbad, CA 92008 · Fire Prevention (760} 602'.'4660 Plan Review Requirements Category: Building Plan Date of Report: 11/16/2000 Reviewed by: Name: Keith Almryde -----------------------Address: 2791 Loker Ave. West City, State: Carlsbad CA 92008 Plan Checker: Job #: 004098 Job Name: Ashworth, Inc. Bldg#: CB004098 -----------------Job Address: 2765 Loker Avenue Ste. or Bldg. No. [81 Approved The item you have submitted for review'Hasoeenapprc,v~ti:•Tftg"'SJ'.)'j:m)Val··js ·.i:~· r· ·~?tS-E?<;i .,on. pl~n~-, information and / or specifications provided in Y,_,s?.M{l~ybmittal; . : :: ,: · 'tlietefore .. any-.changes~to. theseJtems.after thi8":data,JncludingJield ,=.,-=,.;=·="··· ·modifications, must be reviewed by this office to insure continuea,cefifSrm'1nce with applicable codes and standards. Please review carefully--all 8omments ,:.\ .attaqt.t«;d ~sJ~il!;l_(e to:comply wijh:in.~tructions in this report can result in .. 11 sµsP.ension of permit to construct or install irnprq~ements. j ~ f t I I ', ') ~ :, .:... k ::; .... ,; J ·-··-· ·----~---·---.----·-··------------~--·-------···-~-- 0\•' Of •, 'l > ,, ~-} : ,._ j ::.. • • 1 • ~ '.~r O Approved ~: '.::,: · The item yo~u. have .subinittedJor. rev.iew:_has been_approv.ed subject to the Subject to, t .·: ~ttached conditions •. The approval is based on plans, information and/or specifications provided· in youfsubmittaL ·; Pleas~ JeV1ew carefully all comments ....... attached, .. as_failure to comply with instructions.ih..th.is...r.eport.can. result in .. : . , : ~usp~nsion of permit to construct or: install irnP.rgv~m~nts. Please resubmit to .: :: .. : ... ·this· office -the necessary··plans-and-/ or :specifications r~quired to indicate '.'':" .. :: ¢om.p\!~nc_e_wm1.~ppliq?.,t,?le cpd_~_s.~nd.~jal')dards.-:: _:;:::·[, · ' --·-,--, .. __ _ ' • 'i"-_ .. ' ,.,., •• \ ;• :: ~ .. 1, .-,r, ,:·t" 1 f"'J ~~~ • ', • '. .; .. ~\. ;.'{ _-'• ,,.. , ..:,.. • • .:-._. !.. .. ._.,'b..-\ ", l ~A! .•:iv D Incomplete 'Jhe)~~iri y~u h;ve· ~uti~itted for r~view is 'i~cbrripl~t~:~~'.At. fhfs tiM~, :\it,J'.tm~~ · carn~t adegua~ely co11d;uct _a review to det~r~in~~c?.rv~ii~ric~.\AfJ.t~JPi~; 1 :i· \' ,:;a, .. app!i~~b_le _CpJi~~ ~n~ /_~r standards: P!ea~e ~e'{!~~ g~f~f~~ly a!! ~er,n~~m!~ attached. Please. resubmit the necessary plans :al:l_d l_or specific~tions. to this Review FD Job# ' ' F l ~ ' • •• • • • ,, • t ' • • • ... • • • • y •• VI-> ... , ,i •' ' • • ,I ~--,_ t .. t. i. ~ J?1'.fi1c~. f~r r~~1_ew.and ~pwovaL _ ~.-: : .... :, . _: .: . .::! .. :;nL. . •1.. •• ··, ''('\,, -., ,; ~ -·1• ;.-,'1-t,~ 3rd· : · · ,.: ·-.· ..,:..,·:cotherAgencylD'·' .. _,. ~--..... ~ .. -i · .. ~: l>.::.::, i,· __ ._,,. ·_ .~ .. ;1 -~.J1~:I.:r _004:....;''· ...... o,9...:,,;.~a,:...:,:_..···,'.· .... : '·.,_: -·---··..,..· ._· "-_: _. fP File I! : ........ _,__ .......... ___,_··: ___ .~ ....... ·.:.. :av ::...: ·; ... 1<:, ::.'.:rmr . ..i1 J;~ ·;1 f. >I,' 1:--:: :, _ :j .· ' . 1 ., . -!' ' ~ '\ ~ ..... 1 '·· • .•. . i' C:-.. ,_. I " .,:. •• .!'! Ashworth Golf Apparell Interlake Racks Location: 2765 Loker Ave. West Carlsbad, CA Prepared For: Index Industries Inc. Huntington Beach, CA Prepared By: Peter S. ffiggins And Associates Consulting Structural Engineers 30765 Pacific Coast Hwy. Malibu, CA (310) 589-1781 Peter S. Higgins, S.E. Job Number 4397, Addendum 1 (Includes additional elevations) October 26, 2000~ This Document and the design it contains is copyright b~P t& S. Higgins and Ass~,ciates. It is provided as an instrument of service, and sha!,L-norb eproduced in any fashion without the written permission of Peter S. Higgins a!J.d"Assoc · . PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Projecc: Ashworth Golf Apparell Addendum 1, October 26, 2000 Table of Contents Job No. 4397 Sheet Al-iii 1 Reference Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1 Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1.1 Drawings ...................................................................................... 1 1.1.1.1 By Peter S. Higgins and Associates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1.1.2 By Others .............................................................................. 1 1.2 Loads .................................................................................................. 1 1.2.1 Vertical (Dead plus Live) .................................................................. 1 1.2.2 Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .. .. .. . . . . .. . . . . . . . . . . . . . . . . . . . 1 1.2.2.1 General (UBC 2222)-Zone 4 ....................................................... 2 1.2.2.2 Short Formulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 Selective Racks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.1 Components and Geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 3 2.2 Check Beams . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.2.1 Design Forces .. . . .. . . . . . . . . . . . .. .. . . . . . . . . . . . .. . .. . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 3 2.2.1.1 LB260H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.2.1.2 Beam Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.3 Check Posts (Dead plus Live Loads) ............................................................ 4 2.3.1 Load to Post .................................................................................. 4 2.3.2 Post Properties (net section) ............................................................... 4 2.4 Longitudinal Seismic ............................................................................... 4 2.4.1 Base Shear .. . . . . . . . . .. . . . . . . . . . . . .. .. .. . . . . . . . . .. .. . . . . . . . . .. . . . .. . .. .. . . . . . . . .. . . . . . . . . .. .. . . . 4 2.4.2 Design Forces . . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 5 2.4.3 Post -Combined Stresses .................................................................. 5 2.4.4 Beam Connections . . . . . . . . . . . . . .. .. .. . . .. .. . . . . . . . . . . .. . .. . . . . .. . . . . . . . . . . ... . . . . . .. . .. .. . . . . 5 2.4.4.1 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.4.4.2 Connection Capacity .. . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . .. . . . . . . . . . . .. .. . . . . . . . . . . . . . . . 6 2.5 Transverse Seismic ................................................................................. 6 2.5 .1 Base Shear . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 2.5.2 Design Forces ................................................................................ 6 2.5.2.1 Stability ................................................................................ 6 2.5.2.2 Brace .................................................................................... 6 2.5.2.2.1 Design Force ................................................................... 6 2.5.2.2.2 Brace Capacity ................................................................. 7 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. -PETERS. lflGGINS' AND ASSOCIATES ·CONSUI./F.ING-_ST~l,JCTQR;\:I.., ENOINEERS Project: As)lworth Golf Appar~ll Addendum l, Octobei; 26, 2000 1 Reference Data JobNo,,A397 ~h¢etA1~1 . This. cakulation reviews. the instaUation of storage. -racks for S.tru~tupl adequ;:i,cy. The. sealing ,.of draw- ings is for the structural review of the storage racks 9nly. Otller information is not reviewed, . nor · · . appr9ved. · · · · · Tµis .des·tgn represents an extension to a .previol;ls project ti.tst :reviewed by this -offic¢ in Septenih~r of 1999 (J9b :#,39;35) and ins.talled tirtde(pernut (Pl~n: Check .#00-2596, reviewed by EsgilCorp·, 7 /20/00 by Mr. David Yao).:. . :1.1 :Documents J.Ll D,rawings . ·, 1. 1. 1.1. By Peter .S. Higgins. and· Associates , • • ' > -~ • ' --,· , ---'.. • -,, IL-8, SK-2. · 1.1.1~2 By Others Index lndus.tries i_nc. (Job #20255~:1} Sheet 1 of i, Rev·. -· 1.2Loads. ' ' i.2.1 VerticaL(Dead plus Liv:e) . "' . --' ~ ·--. -. -. ' r:>esign -Loads · §4" Deep Uptight~ _ Max. Load/Level = O..pd 'k;ips 36." Deep Uprights M$C. Load/Level~ 0.25 kips· · Note: :Pesign l0ads include.imra,et-allo:w~nce. 1.2.2 Seismic -. -. . . . ©Copyright qy. Pet~r.S. Higgins_ and A~soi;:jates; l;'rovi9ed·a~ an iri_stmment of-servjce. Copying by wrftten· permissimi:·ori)y." PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell Addendum 1, October 26, 2000 1.2.2.1 General (UBC 2222)-Zone 4 0.8Z N vi C vi 2.5C al 0.llCaIW~---W~V=-W~---W R RT R Where: For default soils: Ca=0.44Na Cv=0.64Nv Soil Profile Type=Sn 1=1.00 l.0~Na= ~ 1.5 l.0~Nv= ~2.0 Substitution yields: For working stress designs: R=(l.4)(5.6)=7.84 Longitudinal (moment frame) (1.4)(4.4)=6.16 Transverse (braced) T=Structure Period (sec) W=Rack+Contents per 2228.5.1 0.082N v 0.035NaW~0.041NvW~Vlong= T W~0.140NaW 0.104Nv 0.035NaW~0.052NvW~Vtrans= T W~0.179NaW For this site: Na=l.0 & Nv=l.1: Substitution yields: 0.045W ~ V long= 0.~90w ~ 0.140W 0.057W ~ V trans= o. ~14w ~ 0.179W 1.2.2.2 Short Formulation Job No. 4397 Sheet Al-2 If racks are interconnected such that 4 posts in each direction resist lateral load, then using code maximum loads, and W =rack rated capacity: For sites distant from major faults: Na=Nv=l.0: V long~ 0.140W = 0.140(DL + LL/2) ~ 0.070W V trans~ 0.179W = 0. l 79(DL + LL/2) ~ 0.090W (since DL < < LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS. HIGGINS ANO ASSOCIATES CdNSlJLTINO STRUCTURAL ENdIN~ERS Project: Ashworth GoJf Apparell A9dern;lµ111 1, Qctob~t 26, iooQ. . 2 Selective Racks· 2.1 .Compoil~rtts· a!J.d'. ~eometry · f e. d b.' .a .. w W=lll."· : -a=6'" ·b=24". · :c=24" d-=24" e=:24}' f=;:2,4·" g=24" h=24"' }=24" ;-~2·4:" 1C ... l:::;:24"' m=·24''· n=24° o-=:=.30" . BeatP: J'ype · LB260H < Hl" < 0.50~/Level 2.2 Check Beains · 2.2.1 i>estgn·F'orces 2.2.t.i LB260H . 1 ' - L,V M<· . -.(2){8} = 3A 1 :inch kiJ?s H. H:::;324·" D,~min .. 36'' ly=5J" lct=63" Uprjght Type:-ALL Ll:J-75'B Base. Plates:..ALL · ~eismic-(0017) · · .Job-No.«4397 SJ.wet J\1-3 M S min :s; 0 .6F. ,, y- ::;:::0.11 in3 ©Copytight by P~t~t.S. Hig~in~ ~nd,J\ssociates: :P,rovided (lsian instfl!tnel).tof's~1;ite'. Copying by written p~rini;~iop:only, - "· , . -. ' ' - ,,, 7\:1'..-,,_ -..,r. PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell Addendum 1, October 26, 2000 2.2.1.2 Beam Properties Jps,J LB260H Sx=0.45 in3 Ix=0.66 in4 "'"[IL! :l LJ-,.010· J 2.75 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post < (:f:t of levels)(L) p -2 =3.3 kips 2.3.2 Post Properties (net section) 3" .. .. X 2.4 Longitudinal Seismic 2.4.1 Base Shear LU75 )! t=0.090 in As=0.79 in2 X Sx =0.80 in3 rx=l.23 in Sy=0.59 _in3 ry=l.08 m lylry=49 alrx=20 Fa=24.5 ksi Pa=19.4K -· "k Mxa=24.0- Job No. 4397 Sheet Al-4 Determine Period -Rayleigh Method -UBC Method B -Derivation supplied upon request. T"?:._!!:_ Wl 2 --+-(2n2+2n+I) ( ( l I ) ) 112 ~5G 6£1 Ke Where: G = Gravitational acceleration W = Load per level 1 = Spacing between levels E = Young's Modulus I = Moment of inertia of post Kg = Connector stiffness n = Number of levels For units = kips;..,inches, seconds G = 386 in/sec~ E = 29,000 kips/in2 The equation reduces to: 1 ( ( l I ) ) 1 12 T"?:.14 Wl2 174,000I+Ke (2n2+2n+I) The column stiffness component may be conservatively ignored reducing the formula to: ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. . PETEJ.{.S·. HIGGINS AND ASSOCIATES CONSULTING STRIJ€TURAL EN.QiNEERS Project: Ashw9rtp. .Golf Appatell Acj.deI).dum 1, October 26, 2000. t2L~1;e(2Ti''"2n+ ]) YI' F<;>r_ this cQnfiguratfo~ .· W == .Q.50 kips/Level 1 = 24 inches.-, · · . . • Kg = 600 (300 incb: ,k1ps ,pei;. tadiai). pet GOJJ.JJ,ectqr) Sub~tituting_ yields, T:>-0;95 Sec Thus: . . V<0.095W 2.4~2-Design For~es 'P<3..3K· ··v<oj1k ;tvl:f V'9./2 ,s· (0 .. 31x24)/2 = 3. 7incl,'J. J<lps 2.4.3 Post -Combined .Stresses. 2.4.4 Beaut .Connections · 2.4.4.1 Design Forces Mcomi~3.7"k p M .-·.-+-· Pa· Ma ==0.32 < 1.33 O.K. --., -.. -.- Job No, 439'7 ·. · SheetAl-5 @Copyright by Pet;r ,S, Higgins. ;mcf Asso\:iates. Provided, a~:an,instrum¢nt~ o{ setvice. Copying by writt~~ perini~~\on. on[y. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project.; Ashworth Golf Apparell Addendum 1, October 26, 2000 2.4.4.2 Connection Capacity 4" l • • 7 /1611 diam. Pin Va = 2.5 kips 2.5 Transverse Seismic Standard Connection Ma=(l.33)(2.5)(4)=13.3 ink O.K. 36" single deep rows govern by inspection. 2.5.1 Base Shear Use Code Default Values, V =0.18W =0.63k 2.5.2 Design Forces [) ~ ... Vh' P.q=D h' = 190 inches Peq=3.3 kips Job No. 4397 Sheet Al-6 Note: Bracing shown is schematic -see this section, subsec- tion .2 for actual geometry. 2.5.2.1 Stability TBolt = (Peq -Po+L)/2 =0.79k Use min. 1/2" diam. ICBO approved expansion anchors. Minimum embedment 3.0" into slab. O.K. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr::Sl.8k ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. ' ' . PETER S. HIGGINS AND· .ASSOCIATES Projecti ·Ashworth ooLt Appilr~ll Addendum f, O<::tober ·i6, '2000 C:;ONST:JJ,,TINQ. ST~UCTURAI,, ENGIN)3E_RS 2.5.2.2.2 Brace Capacity --... - :I . 1 0.071'·'. -· ... _ ....... ·_ ,-...... ...,...-.... _ ,• ~ ' 1 :· . 2 L kl 'F a (hi} --'' . (ksp-T 6$ 128 9:.02 Anet::;::0:30 i~2 .- rmiµ=0.49 in Q·===0·.76 Pa •(k) 3.61 0.1(. --.- .Job No~ 4397 Sheet A):-7 " -' • • • -• • ·-l -~ ,• • -· • _,_ -' ' • -' -, ' ' • -' ' ~ • • -·-' ' • ~ · · ©Copyright by feter S. :HiggiI)~ ahd' Associates. Ptov1ge4,as-anihstrument of service. Copying. by written perrrtjssiqn,.611].y •.