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Home My WebLink About1 LEGOLAND DR; ; CB990750; Permit04/07/1999 City of Carlsbad Commercial/Industrial Permit Permit No: CB990750 Building Inspection Request Line (760) 438-3101 Job Address: 1 LEGO DR CBAD Permit Type: Tl Sub Type: COMM Parcel No: 2111000900 Lot#: 0 Status: ISSUED Valuation: $12,500.00 Construction Type: VN Applied: 02/25/1999 Occupancy Group: B Reference#: ADMIN Entered By: JM Project Title: LEGOLAND Plan Approved: 04/05/1999 VENDING AREA ROOF & FENCE Issued: 04/07/1999 Applicant: JERRY WYATT 1 LEGO DR CARLSBAD CA 92008 760-918-5464 Total Fees: $273.35 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Diiscount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee STD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Inspector: Inspect Area: Owner: LEG.OLAND CARLSBAD IN~f~~fqj699 0001 01. 02 PT C-PRMT 273-35 Master Drainage Fee: Sewer Fee: $0.00 TOTAL PERMIT FEES FINAL APPROVAL Date: (p..\-~C\ Clearance: $273.35 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $20.00 $0.00 $0.00 $0.00 $273.35 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 Cartsbad 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 FOR OFFICE USE ONLY PLAN CHECK NO. ir1so EST.VAL.~~~~~~~~~~ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Pal mas Dr., Carlsbad CA 92009 (760) 438-1161 Address (include Bldg/Suite II T'I r.:, I I 1 I" J Ll?/,,Q ~n v t:, Assessor's Parcel , 2-I I -I p (J I risting Use Legal Descrlptfon Lot No°AJ) Sujviaion Name/Number l-:' r , q .t:11~ 3ttaa Name A:,6 Address Unit No. Ph11e No. Proposed Use I of Bedrooms ~-~CTOR-CO~-liAi.::::;;~:::;::;::~~;!._-~~~Jm~~~~~~~:,:;~~::,;: Total I of units I of Bathrooms (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, Improve, demolish or repair eny structure, prior to Its issuance, also requires the applicant for such permit· to file • signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Diviai!)n 3 of the Business and Professions Codel or that he is exempt therefrom, end the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for• permit subjects the applic1nt to I civ_il p!natty of not more than five hundred dollars ($500)1. •Name Address City State/Zip Telephone I State License I -----------License Cius----------City Business License I-------- Designer Name Address City State/Zip Telephone State License '.:-::::-::::=:::-:;;;:;;::;;::==..-.-. ..... ...--.,.. ..... ,,... ----·-"'::;:':"-:-;:~::::J:t:::~?-Z~!;'i:;T::,::~;;r~~~~;JZ~~~m::!~:;~7f;:t:;~:2?::Zm ~-~ ~ 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' compensatlon.11 provided by Section 3700 of the Labor Code, for the performance of the work for w.hich 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 tha performance of the work for which this permit is Issued, I shall not employ any parson In 1ny manner so as to become subject to the Workers' Compens1tion Laws of California. · WARNING: Fallunl to secure worllen' compenal1ion coverage la unlliwful, Md lh .. IUbject 811 employer to crlmnll peNlltjea end cMI flnn up to one hundred thouuncl doll8n ($100,000), In 8ddltlon to the coat of compenMtlon, dem-s,n u provided for In Section 3708 of the Labor code, lntet'Ht and 1ttomey's fH1. SIGNATURE DATE 7. OWNEll-8UltDERl>l!cfARATIOJt , ;,,;;,: · · : ""'-~=--;,:~~~~~~5~=-== I hereby affirm that I 1m exempt from the Contractor's License Law for the following re11on: 0 I. es owner of the property or my employees with wages as their sole compenntion, will do the work ind the structure is not intended or ·ottered for·sale (Sec. 7044, Bu11iness and Professions Code: The Contr1ctor's Ucen11 Law does not 1pply to 1n owner of property who builds or improves thereon, ind who does such work hlm11lf or through his own employees, provided that such improvemants are not intended or offered for sale. If, howaver, the building or Improvement Is sold within one year of completion, the owner-buildar will hive the burdan of proving th1t he did not build or improva for the purpose of sale). P!{ I, es owner of the property, 1m exclusively contr1cting with licensed contr1ctora to COl\lltruct the project (Sac. 7044, Business and Profaaslons Code: The Contr1ctor's License Law cloes not ipply to 1n owner of pfoperty who builds or Improves thereon, and contr1cts for such projects with contr1ctor(1) licenHd pursuant to the Contractor's Licenae Law). 0 I am exempt under Saction ------Business and Professions Code for this reuon: 1. I personally plan to provide the major l1bor ind m1tarl1ls for construction of the propc;sad property lmprovem~nt. 0 YES ~O 2. i(!5;) have not) signed an application for I building permit for the proposed·work. 3. I have contracted with the follow g persor) (firm) to provide the propoaed construction (include name I address I phone number I contr1ctors license number): ',v . . . 4. I plan to provide portions of the work, but I have hired the following person to coordin1te, supervise and provide the major work (include n1me ·/ address I phone number I contractors licenae number):·---------------------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indic1ted (include n1me / address I phone number I type of work): ~ . PROPERTY OWNER SIGNi?u;;E/,t'~ ;c~ COMPLET! THIS SECTION FOR ~BmU"'i'UJI.DIND._O...., Is the 1pplicant or future building occup1nt required to submit I buainHS pl1n, 1cutely hlzardoua m1t1ri1ls registr1tion form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-TaMar H121rdous Subat1nca Account Act? 0 -YES CJ NO. ' Is the applic1nt or future building occupant required to obt1in • permit from the 1ir pollution control district or 1ir quality m1nagement district? O YES O NO Is the facility to be constructed "'Yithin 1,000 feet of the outer boundary of • school site 7 0 YES 0 . NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS fHE APPLICANT HAS MET OR·IS MEETING THE REQUIREMENTS OF'THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION'CONTROL DISTRICT. [8. NSTRUC"tioNtENDING"Wodcr: I hereby affirm thet there Is • cons~ruction lending agency for the perform1nce of the work for which this permit is issued (Sec. 3097(i) Civil Code). I ~ertify .th1t I have read the appllc1tion and state that the 1bove inform1tion iJ correct ind that the lnform1tion on the plans Is accurate. I agree to comply with all City ordinanc~s ind State laws relating to building construction. I hereby 1uthorlze representatives of the Citt of C1rlsb1d to enter upon the ibove mentioned property for inspection purpoaes. 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 f~r 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 limit1tion ind become null and void if the building or work authorized .by s~ch p~rmit_, me!)CAd wit in 365 ~·vs from the data of such permit or If the building or worl( authorized by such permit is suspended or abandoned at any time ~ne wor r a peno f d (~ion 108.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ' , DATE 2 d:?Ji--7 / . WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation 1n Partnersnip witn r;Jovernment for 'Buifaing Safety DATE: April 2, 1999 JURISDICTION: Carlsbad REVIEWER D FILE PLAN CHECK NO.: 99-750 SET: II PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Vending Area Addition cg] 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: cg] 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: Date contacted: (by: ) · Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Telephone #: Fax#: Enclosures: 3/30/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation 1n Partnersli.ip witli. (jovemment for 'Buiufing Safety DATE: March 5, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-750 SET:I PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Vending Area Addition ~T JUfIB D 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. ~ 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: Jerry Hyatt 1 Lego Dr. Carlsbad 92008 D 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: Jerry Hyatt Telephone#: (760) 918-5464 Date contacted: 3/~ (by:15 ) Fax #: -5469 Mail rfelephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/1/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-750 March 5, 1999 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1 Lego Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/1/99 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-750 DATE REVIEW COMPLETED: March 5, 1999 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 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. Provide complete structural calculations. 5. 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 Kurt Culver at Esgil Corporation. Thank you. Carlsbad 99-750 March 5, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-750 PREPARED BY: Kurt Culver DATE: March 5, 1999 BUILDING ADDRESS: 1 Lego Dr. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) Vending Addition 500 25 12,500 Air Conditioning Fire Sprinklers TOTAL VALUE 12,500 D 199 USC Building Permit Fee [g] Bldg. Permit Fee by ordinance: $ 139.83 D 199 UBC Plan Check Fee [8'.] Plan Check Fee by ordinance: $ 90.89 Type of Review: [8'.] Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 72.71 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB 99' 7 5P RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) DATE 2~2£-'t 2 TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC OTHER L/;GoUp,,.J/J-\.JEN{j1/JC: ~EA &E f P.EAJC.E PLANNER Sd:n ~ DATE 2-20--9 9 ENCi NEER DATE -------------'----- oocstMlstorms/Plannlng Engineering Approvals JOB# 99040 Cf)' , ' . . SN1DER STRUCTIJRAL DESIGN,. INC .. OWNER: LEGOLAND 1 LEGO DR . . CARLSBAD CA. 92008 JOB DESCRIPTION: ONE STORY PATIO DESIGNER: STEVE ROSSI ACHITECTURE 814 MORENA BLVD. STE. 204 SAN DIEGO, CA. 92110 CONTRACTOR: UNKNOWN ,! ,, 3/24/99 NOTE: These calculations are limited to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. ::::::::::::::::::::::::::::::=:::::::::=:::::::::====:::::=::::::== ...... ________ _ SNIDER STRUCTURAL DESIGN, INC. Sh~t of b)v o .' No. :--·-·-,._,_,. _ ~----.. • ..,v,,.._.,.._ v.,,..... __ .. -••~--..:.~-•• ··-• ...... ~.:.-.:...--~·; __ ; .... -· _ s -:. {}--\~$Sb --Yss) ', :-· .... Si, 16 ~,< I, 1..r I ,.i-:.... 10 u<>:>¥-? L./-s/~ '~ l~1 le Lu 1-t. l../ 11 er•1 I:::, ~cl n---,.... -.-;f- , C..f:!, c) <..(C:::,-i._ 7 FJA, S I ,r)..SL-15' C,.,~t tef:,1 be-n ~-v, Line 1 Line 2 Line 3 Line 4 Line 5 Title : Scope : Number: Misc Dsngr: AISC BASE PLATE DESIGN Date:04-Jan-80 Page -------------------·---------------------------------------------------- DESCRIPTION/S >> >> -----DESIGN DATA-------- AXIAL LOAD kips X-X AXIS MOMENT ft-k AISC SECTION NAME ---->> TENSION CAPACITY/BOLT k # BOLTS PER SIDE BOLT AREA in ... DIST. FROM PL EDGE in BASEPLATE HEIGHT in II WIDTH in SUPPORT PIER HEIGHT in II II WIDTH in f'c psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in ..... FLANGE WIDTH in ..... FLANGE THICKNESS in ..... WEB THICKNESS in ------PLATE DESIGN------ MIN. REQ'D THICKNESS in Plate Analysis Type # Anchor Bolt Tension k (per bolt) Actual Bearing psi Allowable: Per ACI 10.15 Per AISC 1.5.5 Max. Plate Capacity for Allowable Bearing k --------------------------------------------1 5.00 8.60 TS6x6xl/4 None None None None 5.9 2 0.44 2 12 12 36 36 2,000 36 1.00 6.00 6.000 0.250 0.250 0.63 1 4.19 525 2,380 1,400 201.6 3,000 3,000 3,000 3,000 36 36 36 36 1.00 1.00 1. 00 1.00 -----PLATE ANALYSIS---->>> Use If Actual Thickness Varies From Min. -- ACTUAli PLATE THICKNESS in 0.75 Max. Allow Plate Fb Actual-fb ksi ksi 27.00 19.26. Line 1 Line 2 Line 3 Line 4 Line 5 DESCRIPTION >> >> Title : Scope : Number: Misc Dsngr : Date:04-Jan-80 GENERAL FOOTING ANALYSIS & DESIGN Page ------------------------------DESIGN DATA----------------------------- ALLOW. SOIL PRESSURE = 1,200 psf OVERBURDEN DL WT= psf SHORT TERM INCREASE = 1.33 COMBINE LL & ST? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (O=wind) = BIAXIAt ANALYSIS? Y y/n -----------AXIAL LOADS----------------------DIMENSIONS---------- DEAD LOAD = 2.5 kips WIDTH ALONG X-X = 4 ft LIVE LOAD = 2.5 kips LENGTH ALONG Y-Y = 4 ft SHORT TERM = kips THICKNESS = 24 in 'X' LOAD ECC. FROM CL in COLUMN X-X DIM. = 6 in 'Y' LOAD ECC. FROM CL in II Y-Y DIM. = 6 in ------Y-Y AXIS ROTATION FORCES---------X-X AXIS ROTATION FORCES .... Pressures@ Left/Right .... Pressures@ Top/Bot MOMENT: " . · DL = ft-k MOMENT: DL = ft-k LL= ft-k LL ft-k Short ft-k Short Term= 8.6 ft-k Term = SHEAR: k SHEAR: DL = k DL = LL = k LL= k Short k Short Term= k Term = ------------------------------SUMMARY------------------------------- ......... Soil Pressure D+L Max Pressure = 602 Allow. 11 = 1,200 'X' Ecc. = 'Y' Ecc. = D+L+ST 1,496 psf 1,596 psf in 14.45 in ...... Moments Mu/Phi = Vu:1 Way= . Vu: 2 Way= OTM Ratio= & Shears ..... . Max. Allow. 1. 5 k-ft 0.5 93.1 psi 1.6 186.2 psi 1.66 1.50 Service Load DL + LL Pressures ...... Bot-Rt Top-Rt Bot-Lft Top-Lf DL +ST+ LL Factored Load ACI Eq 9-1 Eq 9-2. Eq 9-3 (if LL & ST= Yes): Pressures ...... 602 Top-Lft 890 0 602 1,496 Top-Rt 890 1,571 1,346 602 602 psf 1,496 psf Bot-Lft Bot-Rt 890 890 psf 0 1,571 psf 1,346 psf -----FOOTING DESIGN DATA---------------------------------------------- f'c Fy REBAR CL TO SOIL MINIMUM STEEL% = 3,000 psi --6 0 I O O () PS i = 3.5 in = 0.0014 'm'= Fy /(.85f'c) = · Vn : 1 ... 2 ( f ' c ) A • 5 Vn : 2 • • • 4 ( f ' c ) A • 5 ---FACTORED SHEARS TWO-WAY --------9-1· --9-2 9-3 ---------Vn ONE-WAY: Vu@ Vu@ Vu@ @ Vu Left = Right= Top = Bottom= 1. 6 0.2 0.2 0.2 0.2 1. 2 0.1 0.1 0.5 -0 .. 1 I {,, 1. 0 psi 0.1 psi 0.1 psi 0.4 psi -o.o psi 23.53 1 fr9-. 5 psi 219.1 * Phi 186.2 psi 93.1 psi 93.1 psi 93.1 psi 93.1 psi ---MOMENTS ------ Mu/Phi@ Left = 9-1 ---9-2 ·---9-3 -------------Ru---As Reqd ---- 0. 82 0,29 0.25 k-ft 2.0 0.34 inA2 II @Right= 0.82 0.29 0.25 k-ft 2.0 0.34 /ft NEW CORRUGATED r',r-. l ' . METAL ROOFING CM:RFRAMIN~ l ~01.L..-' : .·' , . I,/~----:-1c_"~i 3/~!';'t~ v-~-L{--e-w---,., r---.---\----Z*==:::====$.~-. -//+3: tJ_"d".1 C../ ------. -7 [5(.,,(J 'l;~I __.___ .. __ . ..,_· __ .. _.:,_~ _G-'._r J "-r: c_,1 (;4.,-.. --·-~/, /: C/{;, . ~~:S I c.c:..o / ~ ( .. ; \.''__;_. ' ' --,\. C./ I ,•'/ "4-X12 FRAMING PLAN /; I (Ji I, .. r---f i I ··'"'T \ ( " ··\p (8) S/~.\. '_~_;.i \('( ''() '~-/, ( .. ) ' 4Xl2 { I .. , ··l CC, _:> ! 2 '·-s, /'' ';- ! ' 1 \ /.--t-\u_C..G i r '. .. -------------------~-• 1/411 = 1'-01