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Home My WebLink About2081 FARADAY AVE; ; CB991428; PermitCity of Carlsbad Commercial/Industrial Permit Permit No: CB991428 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2081 FARADAY AV CBAD Tl Sub Type: INDUST 2121202600 Lot#: 0 Status: $10,000.00 Construction Type: NEW Applied: Reference #: Entered By: CALLAWAY GOLF Plan Approved: RELOCATE PALLET RACKS REVISE BEAM ELEVATION Issued: Inspect Area: ISSUED 04/13/1999 JM 06/09/1999 06/09/1999 Applicant: W.T. BALLRAD 0653 06/09/99 0001 01 1521 S VINEYARD ONTARIO CA 91761 909-930-9399 Total Fees: $189.51 I ,~~'otal Pay~ents"l:6;P?te: .,,~1>73.83\"-"'0 ° :Bal~\e Due: I fl,, '--..J I ;r f V\J~~" \ y -__________ ...,/_-:::C~r-.... "> __ ...,/:......a<::---~-= -~--~------..,.,.-;, \ ·~ I . . '""::.. ----~---· ,,.,'??/ . V \ . . . , I "· -..... _.,,. z \ -. \ Building Permit / I $113.58 '····..... . epl.-~9ter Con.~<?ero j 1 Add'I Building Permit Fee ! ! $0.2,r911 ./l-l:'J;(;)te,,i;,,Siz~./.'.21 \ \:::!J I Plan Check \ \ ,~73.i~9 i ~Jlc:BI Repk:~~afr C1bn. Fee // Add'! Plan Check Fee \ \ ~ $0{9Q~ ; fy) Payp%ee t Plan Check Discount \ \ '-$Q.00~ · ff cf ~t / 1 Strong Motion Fee \ \ $2:1.0/ .j§EG>·Fundi / Park Fee ,$0.{Q.0 ense Tax / / LFM Fee ~ $0,Qp INCO~~~r~lfs0e ~gX.,(Qfq~t!!Jd) / Bridge Fee '\, ~ /--;;$0:,QO--......____ __ J[@ffic-lmpac,t\/\e~\_( I BTD #2 Fee "-. '--1 $9'.00 n . "I@!fip:l_n;i~~·C·SD Fyri{i) BTD #3 Fee ~ V$Qf,oq / R (~Fry!~, 1'.:n~n~portati9rr'Fee Renewal Fee ~$0.001 u-P.Ll:.IMBING TO'J:AL ...... '·~___.,, 1/ Add'I Renewal Fee $'0:-00..___ ELE<2IBJGA[TOTAL Other Building Fee $0.00 -1v1ECHANICAL TOTAL Pot. Water Con. Fee $0.00 Master Drainage Fee: Meter Size Sewer Fee: Add'! Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES Inspector: &_ FINAL APPROVAL Date) Z. · 2-· CJ? Clearance: C-·PRMT $115.68 $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 $189.51 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 you have previously been c:iiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 115-68 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONuYJ //.J t2 PLAN CHECK NO. llt ,2JV EST. VAL. # /(), 000. 00 Plan Ck. Deposit ' ~ Validated By......,.,~-'--.,.......,-r.......--A~.----- Date _______ 14--.L-:..t!..J,--fi.__ __ Address (include Bldg/Suite #) Business Name (at this address) 2.0:81 FA Ml">Ay CA LU) i/\J AV G-Ol-F Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Description of Work SO. FT. /~€ L.~.CA~ '"FA'-lfa,. ~-~ I ~EY /S'f --~ u ;;>,, ", l;)Q~:H\,Ci;T PJ?R$01'{(if pi~f~tei)t. frgijl,·~pplic;111tl , -, · ,, -, , .-.,-- #of Stories €1.Jf;V Anon S # of Bedrooms # of Bathrooms Name Address City ~:-::.--::'jpg~CJ:\~T' .. :,lEfciiiitrii1;itor '"}ij:Agend'or'¢'o"n(r?ctOr" '.:0~0'niii 7 'iCF~gen{:f9rSy,in~r. -, 8487 041P /QQ. AAM State/Zip • wrtlleP.'fl'61fe'-# 01 , ' :--vv_,, ',-H'v--"v~:-,-,,, -·G~PRttr---',' ~~---?Jn83 -l ¢ N M~EE&JEi l~2.l S. \f'lN-PlAP-b D~~ ,o CA . tJ) n t=X ~ qac,· -93 'xi Name Address City State/Zip Telephone # Name 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 [$500]). W,'t-fbJ-LUl/:LD, /o"Uof MA~ 1Pl.. s:6JNTA ~SPA.IN65: ell, C-,~f.:,,D .Qo2-q4--4g~lo1 Name Address g'~ ~ 71 License Class (!:.--'4 / City State/Zip Telephone# State License # A-A~ -----------P 1=&" t G-N ~7 g & ~ <!.gES Q.Q\/"'~ City Business License # / 2., 0 6, q O 3 Q.Lc"ri!:.h<)U? CA~ ~1'2.f)~ ~l'jg t?/~7 2-'f8o Designer Name State License # __:(!;;=:.· --'-0_!;_3_£_2._4_,___ Address City State/Zip Telephone -:;/__ ;¢'?'""Wof3'[(e,~$,' QQMPEJ\1$'A'fl:0111·;: ....... _ -. : ~---.. :··_· .... :·:·. _ . -: ... : -.... :_' ... _ .. ~-: ; Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 c.ompensation insurance carrier and policy number are: Insurance Company{, b e,rt:f yY\V\ f'(A,~( Policy No~;v: G 2 16 f O 3 <! 6 3b~ Ol1Expiration Date / / t ¥ / () 0 (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 cop of co'!!Pensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. A1GNATURE --:z---._. 3 ~ DATE , I q I q~ i7}; ., .O.WNllR-Bl!ILQ~!(i;lt¢!J.\Ml'!Qt,I ... ,.... . .. . : . .' . , I hereby affirm that I am exempt from the Contractor'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. 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. 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 / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number):. _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number/ type of work): ________________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ iQ.O.MP~!;Tl{THI$' $ECTION FQ8 N<fi'/-i;IJg~lb_EN-'riAL, s41t_D_INC?i :P!;:RMIT~ .ON~ Y- 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? 0 YES ,Ji?" NO 0 YES 1:0" NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 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 ai°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. Ls;Z::~9~sfijl)9110Jj-LeNP(N!fA¢"~~~'Y: __ ~· .. ::.::.:·,::; _ -~:·: .. .-.:.7 ·: -~·-·:·.-:·. :-::.:,-~-·-• • : .~-::· ~ :_ • _ _.-·_... • • 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 _______________________ _ 1 ~. • -APePCANT C!'fl:flFICATlQN: , · . . . _ , ,. ... -, --' ' ' y•--, " -N ~_,, ( ... /'".-.-,; =•_(' y , ~--', ( 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 Citt 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 commenced 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 tim fter the work i e e f period of 180 days (Section 106.4.4 Uniform Building Code). DATE _4----+--f,_3_,_/9-~9 ___ _ YELLOW: Applicant PINK: Finance City of Carlsbad Inspection Request For: 12/1/1999 Permit# CB991428 Inspector Assignment: Title: CALLAWAY GOLF Description: RELOCATE PALLET RACKS REVISE BEAM ELEVATION Type:TI Job Address: Suite: Location: Sub Type: INDUST 2081 FARADAY AV Lot 0 APPLICANT W.T. BALLRAD Owner: WAY INVESTMENTS LL C Remarks: RACKING RELOCATION Total Time: CD Description Act Comments Phone: Inspect.or&__ Requested By: MICHELE Entered By: CHRISTINE 19 Final Structural ¥--------------- Associated PCRs Inspection History Date Description Act lnsp Comments Carlsbad Fire D-epartment 990148 2560 Orion Way Carlsbad, CA 92008 Plan Review Requirements Category: ~ Fire Prevention (760) 931-2121 Date of Report: 06/02/1999 Reviewed by: r.6~ ------------ Name: Jon McCaffrie Address: 10261 Matern Pl City, State: Santa Fe Springs CA 90670 Plan Checker: Job #: 990148 Job Name: Callaway Golf Racks CB991428 Job Address: 2081 R1:1therfo'fcf'Rd Ste. or Bldg. No. IZI Approved D Approved Subject to D Incomplete Review FD Job# The item you have sub itted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the . applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 990148 2nd FD File# 3rd Other Agency ID \ \' .... ,, •1; EsGil Corporation 1.n Partnersliip 'lllitli (jovemment for '.BuiUing Safety DATE: 5/14/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1428 PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: Callaway Golf Storage Racks SET: II ~(?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. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list 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 log trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 I \ Carlsbad 99-1428 II 5/14/99 1. Note on the plan that this project shall comply with Title 24 and 1994 UBC. 2. City to verify the path of travel to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. 3. Fire Department approval is required. 4. Note on the plan to provide minimum 4" gap between the rack and building wall. EsGil Corporation '.ln Partnersliip witli (jovernment for 'Bui[cling Safety DATE: 4/22/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1428 PROJECT ADDRESS: 2081 Faraday Ave. PROJECT NAME: Callaway Golf Storage Racks SET:I D 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. 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. lZ] 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. · lZ] The applicant's copy of the check list has been sent to: Jon McCaffrie 1521 S. Vineyard Ave. Ontario CA 91761 ~ 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 4/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-1428 4/22/99 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2081 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/15 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-1428 DATE REVIEW COMPLETED: 4/22/99 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. Yol:) 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, 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 correction on this sheet has been made and return this sheet with the revised plans. 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. Only the storage racks are included in this plan review. 5. The floor plan appears to show only type "C" tunnel bay is new. The other racks (type "B" and "E") are existing.(?). The rack detail shows the construction for type "B" and "E". The calculation shows type "B".(Sheet 2 of the fax calculation is the same as original). Please clearly specify which racks are under this permit application. Provide detail and calculation accordingly. Carlsbad 99-1428 4/22/99 6. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 USC. 7. 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 USC Tables 3-D and 3-E. 8. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Title 24, Part 2. 9. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 10. Indicate the clearance from the new racks to the existing building walls and 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. 11. Provide forklift protection per Section 2231.5. Recheck the "pallet" racks as follows: 12. Recheck all connections on sheet 1 as follows: The sheet 5 of the fax calculation shows 2 pin connector only. The detail sheet shows 2 pin and 4 pin connector and referenced from the rack detail. Is the 4 pin connector beedn used? Please clarify. 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 weld stress, whichever is lower). ._ c) Check the bracket maximum weak axis moment.. 13. Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1. 14. 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. 15. 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). 16. 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 Carlsbad 99-1428 4/22/99 perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 99-1428 4/22/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2081 Faraday Ave. BUILDING OCCUPANCY: F-1 BUILDING PORTION BUILDING AREA (ft. 2) Storage racks Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-1428 DATE: 4/22/99 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) 10,000.0 ( per city) D 199 UBC Building Permit Fee· ~ Bldg. Permit Fee by ordinance:$ 113.58 D 199 UBC Plan Check Fee ~ Plan Check Fee oy ordinance: $ 73.83 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 59.06 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB gq \ 4:·J B DATE_lt___.,_/_l b--'-/_9C) __ "RESIDENTIAL , . ·RESIDENTIAL,ADDITIDN ·MINOR . (<$10,000.00) PLANNER ~·~ l nn~Mlcfnrmt/Ptannino S:nninoPrinn Annrnu:11c · '" ,.. 1-·pL·AzA ·CAMINO 'REAL ·: ~ .. ~ •. , i\ -,..:: :.' : ' : ' ~ ' ' ' " • J -• ·- \ ... CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE_½-=-/[---41,bj_C/Cff __ DATE 1(/1/J!? . ' BY .... G~. OHAN.I.A~ ... . ~ DATE .. .4:::-.~-:-.~.~ ........ . SUBJECT .......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO ........ J ...... .. JOB NO ..... RD.:-:.3~~ ~ . STRUCTURAL CALCULATIONS OF "INTERLAKE" STORAGE RACKS FOR: ,,. r- CALAWAY GOLF ' 2081 FARADAY AYE. CARLSBAD, CA. 92008 PER UBC LATEST EDITION RACK CAPACITY: 1 500 # / LEVEL REF: CALCS. 1 THRU 6 DRAWINGS: RD-3831 SH. 1 BY ..... G..~ .. .9HAN.1.A.t~L. RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 . • DATE ..... 1:~.8-.-:-:".9.~ ....... . SUBJECT ....................... . 120· FRONT VIEW 2 PIN CONN. l)'f'. U.N.O. <' (: 4 PIN CONN. 3/8"9SBOLT FOR 1000# UPWARD FORCE Va=1. t A307 BOLT 1B311 BEAM 1500 # / LEVEL + 25% IMPACT LOAD 940 # / BEAM .,1 3/4"., 1 1 'I'! -~ l'i X -· ""·-·-·-·-·-X t=0.07" l 2 3/4" l ., ., ,, K M= 120 x.94 = 14• 1 "K 8 "K S = 14· 1 :::: 42< 62 R 30 • • lx=1.13 Sx =.62 KSI. Fy =55 3 /.l = 5xWxL = .64" < 120 = .66" 384xlxxE 180 SHEET NO. SIDE VIEW 1B496 TUNNEL BEAM 1 500 # / LEVEL 940 # / BEAM ~ ,i-X -· ·-·-·-·-· X t=0.07" l 2 3/4" l "l 71 lx=2.78 Sx =1.11 Fy ::::55KSI. " K "K M= 156 x.94 = 18 4 8 • "K S = 18.4 = 55<1 1 R 33 • . 3 /.l = 5xWxL = .57" < 120 = .86" 384xl x xE 180 2 BY ......... G .•.. :.()HA.N!A.~ ... . . ' DATE ..... 4:-:.8.-::'.~.9 ...... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 SHEET NO .......... ..3 ....... . JOB NO •..... RI?.:-:-:.3-~~.1-.. SUBJECT ........................ . SEISMIC DESIGN V= Z.I.C xW Rw LOAD PER COLUMN, P= 4x1.5= 3.0K 2 K W=. 1 +3.0 =3.1 D.L LL V= .4x1 x2.75x3.1 = .43 K 8 V= .4x 1 x2. 75x3. 1 = _57 K 6 V= 2x.57 = 1. 1 K LONGIT. SEISMIC .17K R N r-- .13 K R N r-- .09K = N r-- = .04K N .43K TEL:(818 )957-2980 FAX:( 818 )957-8603 5.9"K 1 o.s"K 13.6"K 2.2 1500 # / LEVEL Z=.4 1=1 C=2.75 Rw=8 Rw=6 W=D.L.+L.L. ZONE 4 Max. LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 5.9"K TUNNEL BAY W=.1 +1.5 =1.6 K D.L. L.L. 10.5 "K V= .16 K M= .16x153"/2 =12.2 "K 13.6 "K 2.2"K "K Bi ..... ~~ ... 9..1:lAtH~N .... . , ' 4-8-99 DATE ........................... . SUBJECT ..................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 COLUMN ANALYSIS I ,. t~ ~[~-x [l.::J Kl= 72 = 59.0 rx 1.22 Kl= 52 =48.1 ry 1.08 A=.78 Ix =1.19 Sx =.79 rx =1.22 ,: /, Fe Fe> KSI Fy=55 ly=,92 Sy =.59 r y = 1.08 1t2~E 82.2 ( Kl )2 rx Fy 2 SHEET NO ........... 4 ...... . JOB NO •..... R.l?.~.3~~.~ .. P -Pn -18 7 K a -1.92 -• COMBINED STRESS RATIO _e_+ MM = _13.1 + 136.60 = .69<1.33 Pa ax 8.7 2 • . COMBINED STRESS RATIO TUNNEL BAYS K1 -1 53 -125 4 rx -1.22 -• BASE PLATE ANCH. TENSION = K Pa= 5.5 "K K 2.2 -(3.1 x3") 6" ANCHOR SHEAR = ·43 = .22 K 2 USE (2)-1/2"¢ ANCHOR BOLTS PER BASE PLATE, 3" EMB. K 3.1 McoL:= 12.2 "K I =o 7 3/4"x3.5"x3/8" BASE PLATE ,~[ --:-_:-·-· _· _~ .. _~·--i:. -~·'·_·.--{~--+---:___"' ~, •• •• • • I') ..... • • ·-~.e • • ., ·-~~ 6" 7 3/4" . s·Y ........ q.~ ... 9.HANIAN .. . • DATE ..... 4.::-~-:-.~~·········· RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 SHEET NO •......... ? ........ . JOB NO ...... R0.~3.~~~ .. SUBJECT ....................... . TEL:( 818 )957-2980 FAX:( 818 )957-8603 MOMENT AT BEAM CONNECTION 2.2+13.6 "K M1= = 7.9 2 13.6+ 10.5 "K M2= = 12.0 2 10.5+5.9 "K M3= = 8.2 2 USE 4 PIN CONNECTOR AT 1st & 2nd BEAM LEVEL AND 2 PIN CONNECTOR ALL OTHER LEVELS TYP. 4 PIN CONNECTOR ,:i. r.- 10.5~ ( I I I "K 12.0 I l ~ .. "'--13.6 7 /16"¢ RIVET A = .095 Fy = 79 KSI Va = .095x79x.4 = 3.0 K lYP>--~~ 1/8 TH'K=3/16" 2 PIN CONNECTOR 12.0 Ma CONN. K ,, "K = 2x2.9 x4 x1 .33 = 30.8 Ma = 2.9Kx4"x1.33 = 15.4 "K CONN. "K . G: OHANIAN • BY ................................. . , ' · ., 4-8-99 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO .......... ~ ......... . DATE .............................. . JOB NO •...... ~():-:3~~ 1 . SUBJECT ...................... . TRANSVERSE SEISMIC K ,, •K ( ) Mor= 1.1 x228 x.5x1.15 =144.2 OVERTURNING MR =3.1Kx48"=148.8"K NO UPLIFT TWO 1 /2"¢ ANCHORS ' LOAD TO DIAGONAL K p = 1 • 1 X 60 = 1 .37 48 KSI t=.07" KSI Fy=SS A=.314 rx =.486 Q=.74 L= 60" Fa= 9.87 SEC. A-A K P0 = 3.10 CHECK WELDS 1 /8" WELD 1" LONG EACH SIDE (2" TOTAL) K 2x.125x.707x70x.3 = 3.6 CHECK SLAB 3100 I .,. . ' 5" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL ·"" . '. : ~ : ..... ~.::. ~. ";: ~ :~.: .:~ .!.~< .:.; : 6" 4.5" lYP· >-----,-~ f/8 1• SEC. B-B 3100 = 3.1 ° 1000 t 3. 1 X 144=446.4 .J 446.4 =21.1" 2 "# M= ( 4.s ) x1 OOOx-1 x12=844 12 2 2 S= 12x5 SO 6 0" 10.5" 10.5" 21.1 8td =16.8 < 1.6 .J 2000 =72