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Home My WebLink About2105 RUTHERFORD RD; ; CB981167; Permit07/23/98 O~h06 . Paqe .'.I,. of 1 B TJ I L D I N G Job Address: 2105 RU'l'HERFORD RD . Pe:tiriit •rype; INDUSTRIAL TENANT Par6el No: 212~120-20-00 P'E RM l T Permit No: CB98~167 Proje~~ No~ A9801539 Devel,opment,No: Suite: IMPROVEMEN'l' Lot#: Valuation: 90,197 Construction Type: Occup·a-ncy Group: Reference#: Status: Description: 3,496 SF MEZZANINE 1 RIP CU~L : FOR STORAGE Applied: ·,Apr/Issue: Appl/Ownr: JC RACK SYSTEMS 5761 ANDERSON S'l' VERNON CA 90058 *** · Fees Required *** Fees: Adjustments-: Total Fees: ·Fee description -Buildinq J?ermi t Plan Check Strong Motion Enter "Y1' for Enter ".yu for Remodel/Alter Ent er . ' Y ' for Fee Plum Elec . -Bntered By: 213-588.;..1)137 :-·FINAL· APPROVAL INSP~ DAT~ tp.f!.1/(/ VN ISSUED 04/22/98 07/23/98 BT *** N CLEA.RANCE __________ ,. CITY OF CARLSBAD 2075 Las P$nas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONL v (7 1 / 11 PLAN CHECK NO. t/ (j' 1 EST. VAL. 1,o, ff 7. ~ Plan Ck. Deposit Z>, 7{{.1<1 Validated By ~ Date ~qf' Address (include Bldg/Suite #) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units ·AsJ,essor's Parcel# Proposed Use Name ,,,,,..,_,,,.,-,-=-..,.,,._~~,-,--Address City State/Zip Telephone # Fax # ~~hji~T~~~ra~=:t9~~tr~~iB::;~;~n~~{\k~~:«~2:~!f1~gf~~~-c,o Name Address City State/Zip Telephone# rt:c~YB9R~fii'69W:~~8-l .. "··-·· -~~ :·::.:,: .. ~---'.. =~.~- Name =='"="' Address fs} ,· cdN]")lACTOR...r'COM~ANX,NAME:, •.... ·, ....... · .,. 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 riot more than five hundred dollars [$5001). -:r.c.. • • ~ -,S?(,q( fh.io..::e • J..> • \.k ,._. c:..ft. "l00S<e. (2,~, ~~~-01:,? Name Address City · State/Zip Telep ne State License # 4'8 ;!;;,,Z 5 g License Class C \.Q l / Q 01 City Business License # ,Designer Naine Ad!Jress City State License # --~------- l,a; .: Jl'{Q8ts:!=Jt~~ qt'.fMl?J;N):A,l'fot(:::::: :..::·::::c~:::..-,:.::=-~:.-:.~:~-.-c_~z.:=:.7-·-;:; .. _;,_,::::=::3;;,;;;;_·,~+: . .:0.:1..:~:.:,,:7-;<iC:.~'.ff:~i:;~:~~,.~tJ1]1.25; <;r;:tU~;.}L'i Workers' Compensation Declaration: I-hereby affirm under penalty of perjury one of the following declarations: [SJ .I have and will maintain a certificate of consent to self-insure for workers' compensatfon as provided by. Section 3700 of the Labor Code, for the performance f th work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is d. My worker's compensation insurance carrier and policy number are: Insurance Company ~DU,~ e:,t'=zU:. I y<;. Policy No.t-..1\l.lC...31'1<.f 18 0 4 Expiration Date '8-2° -'l~ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) ISi 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 in addition th~ost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. (___-. DATE ?"--22 • 9J:'. tt2lW"' _:jJjJJ~ _ ~~ e~Q JJAr~t1 >-\_ ~ _ : -~·::-:_ --N~~:~:;;: ::: :-~: ~~.::::~¥> ~,,_~:~:._:::~:'"A::r~.:.J?\::i:', ::-2~:-&)A;::~~~~ili-~\:ir~~:~2t:tl?2-E:~1:1:t] I hereby a · I am exempt from the Contractor's License Law for the following reason:· D 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 Profes!;ions 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). q. 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). D 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. D 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 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 __ -,-_____ _ !P'oMiipetJ;i'fflis:SEOTiC>tfFORNON°JfiESIDEfiti)ft SUILPJNfflliMtl\70NLY;"c:~_T:7~;~:::z;:tcicK}t:f,Y:~"'7hLl~:ii:.:·;-::'.~'"1.:>(S!,~,~,;:·,;;,'.'.«:;,,;~P,;\~%4::-l Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registratiqn form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 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. f{i::::._A:.QN.S.TRi!fcrf§N]:ENl5,iNGJfGt~~-·. ' •. · · '. _.,,: .. 1,· •· • .: ,. .. ~ ,< ,,')"" 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 :;:;;;;;;;;;;;;:;:;;;;;;,;;;;:;;;=:;:;=:-:::;::::::::::::::;;:;::::::::::::=:;::._,.,..;:,.LE=N::_D:_:;E.:R,;.'S:,:_A_:D:,::D_:_R::;:ES:,_;S~:;:;;:;:;;:;:::::;:::;::::;:=::;::::;:::;:;~:;:;::::;::;:::;::=:;;;::;:::=:;::;;:;;;;::::;:::;;=:;:;:::::;:;;:;:;;:;:;;;;;;;;::::;:::;::;;;:;. :il;il~~~AttTtc~"FtltfJ~A,,~~01t ,:,~~-.: _ ~ ;,,_~: ----~ ~.,,,,.,:¥ --~ ·I>. : ••• >x-: :-!,~::u~...:._~ __ ; _::. ::?~~-.i~-~~=::-~~i~S?··:-:}<~~::~/;.;:.-;~~-.:ilitfd1::,,:2c~~--f:;::t:-t::r2~J 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 representatiVl!IS bf 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. OSAA: 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 0fficial 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 time after the• erk is commenc for a period of 180 days (Section-106.4.4 Uniform Building Code). ./ ~ ;/, Z , r.J tJ DATE F-f"• l Q --------------- WHITE: File YELL.OW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB981167 FOR 10/22/98 INSPECTOR AREA TP PLANCK# CB981167 OCC GRP DESCRIPTION: 3,496 SF MEZZANINE, RIP CURL FOR STORAGE TYPE: ITI JOB ADDRESS: 2105 RUTHERFORD RD APPLICANT: JC RACK SYSTEMS CONTRACTOR: OWNER: REMARKS: C/TONY/8O4-2829 SPECIAL INSTRUCT: TOTAL T.IME: --RELATED PERMITS--PERMIT# AS960048 TYPE ASC FS960017 FIXSYS CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical FAD96023 AS970014 US970009 CB970360 CB970361 CB982388 CB983204 FADD ASC HI ITI ITI -ITI ELEC -----'---......--''-'------------'---------------------------------~------- ACT .if!_ t ---- STE: CONSTR. TYPE VN LOT: PHONE: 213-588-0l37 PHONE: PHONE: // INSPECTOR . y ------,!,,.._ ________ _ STATUS ISSUED ISSUED ISSUED ISSUED ISSUED EXPIRED EXPIRED ISSUED ISSUED COMMENTS ***** INSPECTION HISTORY.***** DATE DESCRIPTION ACT INSP 093098 Frame/Steel/Bolting/Welding NR TP COMMENTS BLDG LOCKED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLAN CHECK#: CB981167 PERMIT#: CB981167 PLANNING CMWD ST LITE DATE: 10/22/98 PERMIT TYPE: ITI PROJECT NAME: 3,496 SF MEZZANINE, RIP CURL FOR STORAGE ADDRESS: 2105 RUTHERFORD RD CONTACT PERSON/PHONE#: C/TONY/804.;..2829 SEWER DIST: CA WATER DIST: CA INSPECTED ~ k BY·: . j/J. . , lWN- INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: 11 Of;T 2 G 1998 . l ;'I ---- APPROVED~ DISAPPROV;ED APPROVED DISAPPROVED APPROVED DISAPPROVED DATE: 5/28/98 JURISDICTION: Carlsb~d PLAN CHECK NO.: 98-1167 ) EsGil Corporation 'l.n Partursliip Witli (jove.rn~nt for '13uifaing Safetg SE:T: II PROJECT ADDRESS: 2105 Rutherford Road PROJECT NAME: Garment Racks Rip Curl U.S.A. D APPLICANT -r'i'JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where neces~ary 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 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: rgj 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 pl~n check has been completed. Date contact_ : . (by: , ) Fax #: Person cont,ct d: · Telephone#: Mail Telep Fax In Person rgj REMARKS:(~ City to verify that the existing bathroom serving the remodel area complies with the current ~able access requirements. 2. Fire Department approval is required. By; David Yao Enclosures: Esgil Corporation 0 GA O CM O EJ O PC 5/19 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation 'l.n P~rsliip wit/i. (jovernment for '13uifaing Safetg DATE: 4/30/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98~1167 PROJECT ADDRESS: 2105 Rutherford Road SET:I PROJE;CT NAME: Garment Racks Rip Curl U.S.A. c::lft.E.!::__~ANT ~ D PLAN REVIEWER D FILE D Th.e 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 re.check. [8:1 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. [8:1 The applicant's copy of the check list has been sent to: J.C. Rack system (Tom Cardemas) 5761 Anderson Street Vernon CA 90058 ~ 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 0 GA 0 CM D EJ 0 PC 4/23 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-1167 4/30/98 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2105 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/23 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-1167 DATE REVIE;W COMPLETED: 4/30/98 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, 1994 Uniform Building Code, the approval of the plans does not perrnit 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? CJ Yes Cl No 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. · 5. 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. Carlsbad 98-1167 4/30/98 6. 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. 7. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. · 8. 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. 9. Note on the plans that the rack design loads will be posted per Section 1604.5. 10. Provide forklift protection per Section 2231.5. Recheck the "pallet" racks as follows: 11. Sheet 2 of the plan show one stairway. Sheet 3 of the plan show 3-stairways. Are all the stairways new or existing? Please clarify. 12. It appears to there is some kind of deck at stairway landing area. Provide construction detail for the landing area of the stairway. · 13. What is the use of the catwalk? Is 125 psf design live load adequ·ate? (light storage?) 14. Provide calculation to show the knee bracing size and connections are adequate. 15. What is the size of the ARM? Provide calculation to justify the size and connections are adequate. 16. Some of the columns for the pipe rail appears locate more than 4 feet apart. Please check .. (sheet 6 of the calculation show the columns are 4 feet apart) 17. Sheet 3 of the calculation shows the C6x8.2 joists for the catwalk are 5 feet on center. The 5 feet spacing shall be specified on the plan. 1-8. Provide information to show the 16 GA grating is adequate to support 125 psf live load span 5 feet.(between joists) 19. Provide more detail calculation or comment to explain the load to the column.(rail load 4x4x30? deck load 4.23/4?) 20. Recheck all connections on sheet 5 as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.07 47)65 = 2 kips. Carlsbad 98,-1167 4/30/98 b). c) 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). Check the bracket maximum weak axis moment. 21. Provide detail calculation to show the base plate is adequate. 22. Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1. 23. Recheck the base plate anchors as fotlows: 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. b) The special inspection is required for the expansion anchors ( city policy). Provide special inspection note on the plan 24. 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). 25. Check the slab stress for the maximum transverse overturning axial load. Section t915.4.2. 26. 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 Esgil Corporation. Thank you. Carlsbad 98-1167 4/30/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1167 PREPARED BY: David Yao DATE: 4/30/98 BUILDING ADDRESS: 2105 Rutherford Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION BUILDiNG AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) racks Air Conditioning Fire Sprinklers 90197 TOTAL VALUE (per city) D 199 UBC Building Permit Fee [gl Bldg. Permit Fee by ordinance:$ 581.7 D 199 UBC Plan Check Fee · [gl Plan Check Fee by ordinance: $ 378.11 Type of Review: [gl Complete Review D Structural Only D Hourly 0 Repetitive Fee Applicable D o"ther: EsgH Plan Review Fee: $ 302.48 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC APPROVALS ' . PERMIT NUMBER CB C/2 !/ b 7 DATE . S-15 -9£ ,. ADDRESS c:l!o,C: /Qn ;f~ ,,/23d'.. RESIDENTIAL. · RESIDENTIAL ADDITION MINOR < <$10,000.00) OTHER TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES _ . VILLACE FAIRE COMPLETE OFFICE BUILDING ' . ---------------------------------- PLANNER ______ ,,________ ,DATE ______ _ OOCS/MlsformS/Plannlno enolneertng Approvals ,SJ "' Cl >, ..c ~ 13 Q) .s:;; (.) C: "' 1i: >, ..c ~ 13 Q) .s:;; (.) C: .!!! a. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB l '! G(l Plannec., :Bt1£b'J(4: :.t, f\eJ.y APN: -2-2.-(t..O.,.. "2,.o Type of Project & Use: · Zoning: C-K General Plan: Pl- Add res~ 2l O 5 . 1k\1te{~ f?:J. Phone .(619} 438-1161, extension 4:'3>ZS:: ~acilities Management Zone: ___ _ CFO lin/n11tl # Date of. participation; Remaining net dev acres: Circle One ---------,---- (For non-residential. development: Type of land used created by this permit: _____ -'------------------} Legend: ~ Item Complete (QJ Item Incomplete -Needs your action ~ D D Environmental Review Required: YES __ NO $_ TYPE ___ _ efoo f$j DD DATE OF COMPLEllON: ___________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: i~-, YES ___ NO L TYPE ___ _ APPROVAL/RESO. NO. ________ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES:---.....---.....-----,.----------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: -------'------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES -.-· NOL CA Coast~I .Commission Authority? YES NO If California Coastal Commission Authority:_. Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt}: Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1} Stamp Building Plans as IIExempt" or "Coastal Permit Required" (at minimum Floor Plans}. 2-} Complete.Coa~tal Pe,r.mit Determination Log as needed. efDD l'tef DD ~DD ~DD lnclusionary Housing Fee required: YES __ NO Y (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO . (Enter CB.#; U,ACT; NEXT1,2; Construct housing Y /N; Enter ·Fee Amount (See fee schedule for amount); Return) . . Site Plan: 1. ·.}>r~~ide ·a fully dimensional. site plari: ,drawn to scale. Show: North arrow, property lines, easements,"·e~i$ting and· proposed structures, streets, existing ~treet improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: ,.J:. 1. Setbacks: Front: Required ______ _ Shown -------Interior Side: Required ______ _ Shown -------Street Side: Required ______ _ Shown -------Rear-: Required ______ _ Shown ------- ~-D 2. Accessory structure setbacks: \J/l\ Front: Required -------Shown -------1 n t er i or Side: Required ________ _ Shown -------Street Side: Required -------Shown -------Rear: Required _____________ _ Shown -------Structure separation: Required ______ _ Shown ------- Shown ------- D D D 4. Height: Shown ------- D D D 5. Parking: Shown ------- Guest Spaces Required ______ _ Shown ------- D D D Additional Comments ________________________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ~-~ ~ DATE S ... L( -t\ g) \ City of ··Carlsbad . . 98150 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, May 1, 1998 Contact Bldg. Dept. Job Name Name Address Job Address 2105 Rutherford JC Rack Systems 5761 Anderson St Planning No. Ste. or Bldg. No. ____ _ D Approved -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 modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please revfew carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. ~ Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st'----2nd'----3rd __ ~ Other Agency ID CFD Job# . 98150 File# ---- 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 . • J3Y ......... S~: ... .9.J:1At!.IA.~ ... . DATE ...... 1-~.?..~.~.~ ........ .. St!BJECT. ......................... . RACK D-ESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204- GLENDALE,· CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 STRUCTURAL CALCULATIONS OF GARMENT RACKS FOR: RIP CURL U.S.A. 21 05 RUTHERFORD E>Rl'9'£ f2.o. CARLSBAD, CA. PER UBC 1 994 EDITl'ON SHEET N0 ............ 1 ............ . JOB NO ...... J~P.~.~_q~~ .. . SEISMIC DESIGN OF STORAGE RACKS BASED ON: 30 # / Ft. PER RAIL 125 PSF. DECK LIVE LOAD REF: CALCS. 1 THRU 6 . DRAWINGS: RD-3089 SH. 1 >. .. BY ....... ,..Q.~ ... 9..t!A~.I.~.~ .... ~· 4-7-98 DATE ................................. . SUBJECT .......................... . 18" RACK DESIGN & ENGINEERING CO . 3786 LA CRESCENTA AVE0 SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 78" 78" 78" SHEET NO ............ ? ........... . JOB NO •....... RP.:-:-:.~.9.~~··· KNEE BRACING EVERY THIRD BAY '><--I<---rt:==~==::1~=====iri=====~==1~:::::==='.t=i'A='.::::J TYP. . . .. . ... FRONT VIEW so· 48" 120· 48" so· 48" l l C6•8.2 BEAM TYP. ~ . . . SIDE VIEW BY ....... ~.Q ...... 9.,ljANJA.t! .... • DATE ...... ~::-:.?..:.~.~ ......... . SUBJECT .......................... . C6x8.2 BEAM ) <9 x----x RACK DESIGN & ENGINEERING CO. 3786 LA ·cRlSCENTA: AVE .• SUITE 204 GLENDALE. CA. 91208 TEL:(818)957-"2980 FAX:(8JB)957-8603 125 PSF. LIVE LOAD 5 PSF. PEAD LOAD lx=13.1 Sx =4.4 Fy =36KSI. SHEET NO .......... } .......... .. JOB NO ........ R.P.::-:.~9.~~ .. . 120" LONG JOISTS @ 60" o.c. 7811 LONG BEAM ( 120" AISLE SUPP.) , , K K W=10.ze5 x.13 =6.5 II K "K M= 120 x6.5 = 97.5 8 "K SR= 97.5 == 4.4 22 C4x5.4 BEAM Ix =3.85 Sx =1.9 Fy =36KSI. 7811 LONG BEAM (60" AISLE SUPP.) (60"x4811 ) K II K K W= -----x78 x.13 = 3.8 144 II K "K M= 78 x3,8 = 37.0 8 "K s = 37.0 = 1 7 R 22 . " -K .. M= 78 x3.25 = 63.4 K 4 "K S -63.4 -2 g R-22 -. ----~-----·-·---···. ---·----------···,.---··-··-. , BY ... ~ .... 9: .... 9..t!A~!A.~ .... 4-7-98 DATE ................................. . SUBJECT .......................... . SEISMIC DESIGN V= Z.I.C xW Rw RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 912.08 TEL:{818)957-2980 FAX:(818)957-860:3 30 # I n. Z=A ZONE 4 1=1. C=2.0 SHEET NO ........... A .......... .. JOB NO ........ R!?.:::.:?.9.~~ .. . Rw=S Rw:::6 W=D.L.+L.L LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) LOAD PER COLUMN DECK LOAD / COL.= 10'x6.5'x130 = 423o* 2 RAIL LOAD / COL.= 4x4'x30 = 480 W=.1 +.48K+4-23 =1.6K D.L. L.L. 4 V= .4x1x2.0x1.6 = _16 K 8 V= .4x1 x2.0x1 .6 = _21 K 6 K V= 2x.21 = .42 LONG!T. SEISMIC ,22K 1--------l-- BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION -, 11.2 "K -...L.----------..L.---------....1' ..__ "K 11.2 K BY ... ~ ..... 9.-... .9..t!AN.IA.~ .... ~~·. , 4-7-98 DATE ................................. . SUBJECT .......................... . COLUMN ANALYSIS RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 A=.61 Ix =.98 Sx =.65 r)( =1.27 KSI fy =50 ly =.80 Sy =.51 ry=1.15 SHEET NO ............ ?. ........... . JOB NO ........ ~J?.~.~9.~~ ... KSI .. K Fn =Fe = 22.3 COMBINED STRESS RATIO BASE PLATE ANCHOR TENSION ~ K ") = 11.2 -(4.2 x3.25 _ 0 6" - ANCHOR SHEAR = ~ = .08 K 2 USE. (2)-1 /2"¢ ANCHOR BOLTS PER BASE PLATE, 3" EMB. P -Pn -7 0 K 0 -1.92 -· I( 4.2 5 1 /2" 7" "K 11.2 _) 7"x5"x3/8" BASE PLATE ---------·*·-~ .... ---·------- I, " ,B'(. .. , ...... Q.'. .. .Q.t!AN.l.~.N. .... " 4-7-98 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO ............ ~ .......... .. DATE ............. , ................... . SUBJECT .......................... . 1 "¢ SCH. 40 PIPE RAIL 4' BETWEEN COLUMNS 4'x30 # ::: 120 # LOAD lx=.09 Sx =.13 Fy =42KSI. 8,, K "K .M= 4 x.12 = 72 8 . . "K SR= _J2_ = .02 25.2 LOAD TO DIAGONAL P = .42x 55 = .48 K 48 JOB NO ........ RP..:-:-:.~q~~ .. . 24" r POST l -----------------.. 1· 1:1 t-'-----y---..__-----'--11 !"¢ SCH.40 PIPE RAIL ARM BOTH SIDES TYP. 21,-'. .. TOP VIEW 3/B"o U-BOLT (A307) 1·,i SCH.40 PIPf. RAIL (ARM CONN.) -1} 1/8 , .. [J I ol I ';i1 ol ~ KSI ~LO i I Fy =50 I A=.314 J ol rx =.486 Q=.74 L= 55" KSI Fa = 11 .46 Pa = 3.60 K CHECK WELDS 1 /8" WELD 1" LONG EACH SIDE (2" TOTAL) K 2x.125x. 707x70x.3 = 3.6 SEC. A-A I " f', DI // 1>> I V'I 01 TYP