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1 LEGOLAND DR; ; CB080564; Permit
11-07-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB080564 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant CHRIS ROMERO 1 LEGOLAND DR CARLSBAD 92008 760 846 0842 1 LEGOLAND DR CBAD Tl Sub Type COMM 2111000900 Lot# 0 Status $77,05700 Construction Type VN Applied Reference* Entered By LEGOLAND- BUILD 819 SF SHADE Plan Approved STRUCTURE AND 160 SF STORAGE BLDG AT LOST KINGDOM Issued Inspect Area Plan Check# Owner LSM LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI C/0 PTS PO BOX 543185 DALLAS TX 75354 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $503 86 Meter Size $0 00 Add'l Reel Water Con Fee $327 51 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1618 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2700 $6000 $000 $000 $000 $000 $000 9? $934 55 Total Fees $934 55 Total Payments To Date $0 00 Balance Due $934.55 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right *.o protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity 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 given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Building Permit Application Plan Check No. Est. Value 71 ,0 Plan Ck. Deposit Date SUITE#/SPACE#/UNIT# # BATHROOMS" "~[TENANT BUSINESS NAME CONSTR TYPE OCC GROUP 15\4lfa 6hHvP£ <5TiajujiVuxre (teOTft tnwuge. (Sec. 70315 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure, prior to ts 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 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations n 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 O 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 workers' compensation insurance carrier and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the permit is for one hundred dolla's ($100) or less O 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 (4100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees >£? CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor s License Law for the following reason O 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 | sate 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) j I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractors 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) O 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 O No 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 ihe proposed construction (include name address / phone / contrac tors 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 / contractors license number) 11 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^PROPERTY OWNER SIGNATURE 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' O 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' D Yes n No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' (3 Yes n No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT r< ,.ii' •. «<' * .'i ii 1 I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) i Lender's Name Lender's Address IcsrbfythatlhavereadtheapplicatonandstatettiatttieabovBinfomiadonisrorrertandthattheinformatonontheplansisaccurate I agree tocomply with all Cityordmancesand State laws relating to buildingoonstrucdon I hereby authonze representative of the City of Cartsbad 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 stones 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 authonzed by such permit is not commenced within ! 1 80 days from the date of such permit or if the building or work authonzed by such permit is suspended or abandoned at any time after the work is commenced for a penod of 1 80 days (Section 10644 Uniform Building Code) ^APPUCANT'S SIGNATURE t^TL,V'C tf£K £ W &K*/ W** LEGOLAND LEGOLAND CALIFORNIA RESORT One LEGOLAND Drive Carlsbad CA 92008 rAMFOKJIS/IA RESOPT TEL (760) 918-LEGOCALIFORIS/IA RE30RT FAX (760) 918-5459 WEB www LEGOLAND com To City of Carlsbad 11/04/2008 From Chris Romero Director of Maintenance LEGOLAND California Re Permit Application CB 080564 LEGOLAND California applied for a permit to build a games shade structure and storage building at the Lost Kingdom area of the park on March 31, 2008 The application number assigned to this project is CB 080564 We have decided to incorporate this project into at larger project to be constructed in 2009 Plans for this new project should be submitted prior to the end of 2008 We are requesting that the existing permit application be scrapped in lieu of the new project to be submitted by year end If this presents any complications on your end please do not hesitate to contact me at (760) 846-0842 We apologize for any inconvenience this decision may cause and look forward working with the city on future projects Thank yo Chris Romero Director of Maintenance LEGOLAND California One LEGOLAND Drive Carlsbad, Ca 92008 LLCiOLANDCALIIORNIA RtSORT ' /V"~~^---'-••-'~^_^~~^~ ISAPAR1OI I HI Ml -RUN I N t'UUAINMI N I'S GROUP %(Z=Z^=:~- 's~" > 'MERLIN r-w-Apel landscape architects inc. May 16, 2008 To Plan Checkers Re 2nd Plan Check Submittal LEGOLAND Games Structure & Storage Building at Lost Kingdom Plan Check #CB 08-564 Following are additional changes made to the plans not related to plan check corrections since the 1st plan check submittal All changes are clouded with delta #2 and delta #4 Sheet #A-101 (Games Structure Plan & Details) The faux "Egyptian" columns on the Games Structure originally shown on the 1st submittal have been deleted and replaced by wood framed and stucco walls These changes are shown in plan view on detail #3, and on the elevations details #3 thru 9 Changes are clouded delta #2 Sheet #A-102 (Storage Bldg Plan & Details) A minor change to the "key notes" regarding stucco and faux stone specs Change is clouded delta #2 Sheet #C-101 (Precise Grading & Drainage Plan) Items relating to Storm Water Pollution Prevention and erosion control are deleted from the grading plan, and transferred to a new SWPPP sheets #C-102 and C-103 Sheets #C-102 and C-103 (Storm Water Pollution Prevention Plan. Details & Notes) These are new sheets to the package A separate "Construction Tier 2 SWPPP" is also submitted Sheet #S-200 (Structural clwgs for Games Structure) The faux "Egyptian" columns on the Games Structure originally shown on the 1st submittal have been deleted and replaced by wood framed and stucco walls Additional framing details are provided for this change and are clouded delta #4 Please note that there are no structural changes to the foundation design or roof framing and the calculations originally submitted are still valid Best Regards, Richard W Apel, ASLA Principal 571 B Hygeia Avenue, Leucadia, CA 92024 tel & fax 760-943-0760 rwape!2@cox net CA License 2825 EsGil Corporation In Partners/tip with government for fluifcfrnff Safety DATE May 28, 2008 " " JURIS, JURISDICTION Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO 08-0564 SET II PROJECT ADDRESS 1 Legoland Dr. PROJECT NAME Legoland; Games Shade Structure and Storage Building XI 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 below are resolved and checked by building department staff 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 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 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Kurt Culver Enclosuies Esgil Corporation D GA D MB D E:J D PC 5/22/08 9320 Chesapeake Drive, Suite 208 + San Diegcx California 92123 ^ (858)560-1468 4 Fax (858) 560-1576 \" A EsGil Corporation In (Partnership wiifi government for 'BuiCding Safety DATE April 1O, 2008 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 08-0564 SET I PROJECT ADDRESS 1 Legoland Dr. PROJECT NAME Legoland; Games Shade Structure and Storage Building 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 below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Chris Romero 1 Legoland Dr Carlsbad 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed IX] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Chris Romero Telephone # (760) 846-0842 Date contacted ^ l(Ql°^(ci^4^) Fax # (760) 918-5469 Mail Telephon-l' Fax v^ln Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 4/3/08 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 08-0564 April 10, 20O8 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1 Legoland Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION 4/3/08 REVIEWED BY Kurt Culver PLAN CHECK NO 08-0564 DATE REVIEW COMPLETED April 10, 2008 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Unifoim 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 The approval of the plans does not permit the violation of any state, county or city law • Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • To facilitate recheckmg, 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 • 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 list9 Yes Q No Carlsbad 08-0564 April 10, 2008 1 Revise the occupancy classification to A-5 2 Revise the type of construction to V-B 3 Provide a grounding electrode system at the games structure Reference all line voltage electrical to this electrode system including Panel ST1 branch circuiting, cart receptacle, and the new dimming light circuits The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation Thank you Carlsbad 08-O564 April 10\ 20O8 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 08-0564 DATE April 10, 2008PREPARED BY Kurt Culver BUILDING ADDRESS 1 Legoland Dr. BUILDING OCCUPANCY A-5 TYPE OF CONSTRUCTION V-B BUILDING PORTION Amus Struc Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 979 cb Valuation Multiplier 7871 By Ordinance Reg Mod VALUE ($) 77,057 77,057 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I Repetitive Fee Repeats Complete Review D Other t—I Hourly Structural Only Hour Esgil Plan Review Fee Comments $503 851 $327 50 $282.16 Sheet 1 of 1 macvalue doc BUILDING PLANCHECK CHECKLIST 4DATE BUILDING ADDRESS _ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER 2 //- PLANCHECK NO CB ENGINEERING DEPARTMENT APPROVAL 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 modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By Date Date Date By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Name ENGINEERING DEPT CONTACT PERSON Frank Jimeno City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2758 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract F \Checkllsts\BUILDING PLANCHECK CKLST FORM doc I 1STX 2ND 3RD 0 D D D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Properly Lines E Easements 2 Show on site plan F Right-of-Way Width & Adjacent Streets G Driveway widths H Eixistmg or proposed sewer lateral I Existing or proposed water service J Existing or proposed irrigation service A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION F \Checkllsls\BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,ST iND RD3 D DISCRETIONARY APPROVAL COMPLIANC E 4a Project does not comply with the following Engineering Conditions of approval for Project No 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows __ Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 >2" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist For the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date D IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75,000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registeied Civil Engineer must prepare the appropnate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \Checkllsts\BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,ST iND •>RD D D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The condilions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit D Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \Checklists\BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST iSTr1/ 2™ 3" D D 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 8 A RIGHT-OF-WAY PERMIT is required 1o do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D D D INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first 11 J^f Required fees are attached rj No fees required WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \Checkllsts\BUILDING PLANCHECK CKLST FORM doc .ST -.ND jRD D ^2b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, al the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection in general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water F \Checklists\BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST <ST -.RD service boundary, the City intends on switching services/meters to a new recycled water line in the future these irrigation D D n 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this 13 Additional Comments: F \Checkllsts\BUILDING PLANCHECK CKLST FORM doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER C§_DATE ADDRESS / RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE 7 ENGINEER DATE DocsJMisformx/Piannmg Engineering Approvals Carlsbad Fire Department Plan Review Requirements Category TI, COMM / Date of Report 07-01-2008 Reviewed by '_ Name CHRIS ROMERO Address 1 LEGOLAND DR CARLSBAD 92008 Permit # CB080564 Job Name LEGOLAND- BUILD 819 SF SHADE Job Address 1 LEGOLAND DR CBAD INCOMPLETE 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, with changes "clouded", to this office for review and approval Conditions: Cond CON0002711 [MET] ++ REMINDER This building as are all covered structures within this park, shall be Fire Sprinkled The plans submitted do not reflect whether or not this building is to be fire sprinkled Fire wants to make this point very clear that this building shall be fire sprinkled ** APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 07/01/2008 By GR Action AP Carlsbad Fire Department BUILDING DEPT,1 copy Plan Review Requirements Category TI, COMM Date of Report 04-08-2008 Rev lewed by i Name Address Permit # CB080564 Job Name LEGOLAND- BUILD 819 SF SHADE Job Address 1 LEGOLAND DR CBAD |u 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, with changes "clouded", to this office for review and approval Conditions: Cond CON0002711 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONPORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 04/08/2008 By GR Action AP DUNN SAVOIE INC STRUCTURAL ENGINEERS SOB S CLEVELAND ST QCEAN'SIDE. CA 32054 PH C7BO3 366-6355 - FX C7BO] SBB-B3BO E-mail dsi@sunfdsi com Structural Calculations for LEGOLAND LOST KINGDOM GAMES STRUCTURE & STORAGE BUILDING 1 Legoland Drive Carlsbad, CA 92008 DSI Project No. 08121 Architect: R.W. Apel March 25,2008 TABLE OF CONTENTS ITEM DESIGN CRITERIA DESIGN LOADS FRAMING KEY PLANS VERTICAL ANALYSIS GAMES STRUCTURE LATERAL ANALYSIS GAMES STRUCTURE FLAGPOLE DESIGN STORAGE BUILDING LATERAL ANALYSIS STORAGE BUILDING SHEAR WALL DESIGNS FOOTING ANALYSIS & DESIGN I I I I I I DS: - f* structural tngineers CHFFTNO nF• —.—.** n xxi • t «-»«. ante I NCJ Ur 1 Oceanside. CA 92054 CALCULATED BY SRG DATE 3/08 | Tel (760)966-6355 CHECKED BY DATE • Fax (760) 966-6360 • • ^^ SCALE P_1SJG_N CRITERIA CODE. 2006 International Building Code (IBC) 2007 California Building Code (CBC) SEISMIC Buildmq Occupancy Cateaory II Seismic Desiqn Cateqorv D Seismic Base IE = 1 00 Fa = 1 000 Fv = 1 329 SDS = 0 831 SD1= 0417 T= 0123 sec R= 1 5 Qo= 15 Cd= 15 Shear V = 1 OE = 0 554 *W (Strenath Desion) V = 07E= 0388 *W (ASD) Games Struct V w/ p=1 3= 0 504 *W ASD Seismic Design Force Storage Bldg V w/ p=1 3= 0 116 *W ASD Seismic Design Force WIND- Basic Wind Speed = 85 MPH (3-sec Gust) Exposure = C WOOD 2005 NDS 2x & 3x Douglas Fir-Larch No 2 >3x Douglas Fir-Larch No 1 FOUNDATION CRITERIA ALLOWABLE SOIL PRESSURE FOR D+L 2500 PSF FRICTION COEFFICIENT 0 35 PASSIVE EARTH PRESSURE 250 PCF ACTIVE EARTH PRESSURE 60 PCF AT-REST EARTH PRESSURE 65 PCF Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceanslde, CA 92054 Tel (760)966-6355 Fax (760)966-6360 Legoland - Lost Kingdom SHEET NO CALCULATED BY SRG DATE 3/08 CHECKED BY DATE SCALE DESIGN LOADS | ROOF Games Structure DEAD LOADS I (psf) PVC Coated Textile Roof 1/2" Plywd Sheathing 4x6 Rafters @ 24" o c 8x Beams Batt Insul (0 2xThick ) ME&P Miscellaneous £ Dead Load Live Load 50 1 7 25 32 - 1 0 1 1 150 200 WALLS DEAD LOADS Stucco Stone Veneer 5/8" Gyp 1/2" Gyp 3/8" Plywood 2x4 @ 16"oc 2x6 @ 16"o c Batt Insulation (0 2xThickness) Miscellaneous E Dead Loads Interior Partition (psf) 44 1 7 09 70 412 x slope factor 1 054 53 1 8 26 reducible Exterior (psf) 100 22 1 1 1 7 08 1 2 170 Storage Building (psf) 4 0 Built-Up w/ Re-Roof 1 7 1 5 2x8 Roof Joists @ 24" o c 2 8 5/8" Gyp 08 1 0 1 2 130 20 0 reducible Design Loads z<t_l Q-•^ fl 2 I (K IL II 0ory inCKu1 O 15 ttt-d) cOIII H4 \!J cf)III O " 2 CZ 1 (K 1L J ii "-S tfF ^1» Q APPROVED BY THE CITY OF SAN DIEGO BUILDING OFFICIAL SHEAR C4" O C E N TO SILL E BELOW ; BEARING WALL 16" OC 1 1 1 1 4x6 CORNER POST W/ E N FROM EACH PLYWD S W TYP PR AM ING NOTgS 1 SEE LANDSCAPE PLANS FOR DIMENSIONS &" THK CMIN; CONC SLAB w/ *3 • is1 o c EA WAY AT MID-HT OVER 2" CLEAN SAND OVER 10 MIL VAPOR BARRIER OVER 2" CLEAN SAND ON PREPARED GRADE Dunn Savoie Inc Structural Engineers 90SS Cleveland St Oceanside, CA 92054 Tel (760)966-6355 Fax (760)966-63(50 JOB Legoland - Lost Kingdom SHEET NO OF CALCULATED BY SRG DATE CHECKED BY SCALE 3/08 VERTICAL ANALYSIS | Level Roof Games Structure Members (^f^-Tts^SJr*^ Mark fz^-l Span = \?,'*? ft n Uniform Load TA= - ft2 »i= (l^^/Y^/12) = -ft? P|f W2= = p|f PI= = Ibs P2= = Ibs «*j RLeft= = ??\\ Ibs RRight= = JftS) Ibs v aiiow= ^-^| t? Ibs > V max = ^2,^ lbs Maiiow= |-/|<x lb*ft > Mmax= ^,#7 ib*ft Aa»o*= .^t?" in > ATL = 'l'^i5'2- ln CD= l,^ LL= ^ psf i->.i *" lj" 4fa~ I *!>• Use A y L» e *Z# X <ts. Grade b^J- **^- Mark Span = ft Q Uniform Load TA= ft2 w,= = plf W2= = plf PI= = Ibs P2= = Ibs R Left= = Ibs R Right= = Ibs V a«ow= Ibs > V max = lbs Mallow= lb*ft > Mmax= |b*ft Aall°*= in > A TL= I" CD= L L = osf Use- Grade Mark Soan = ft n Uniform Load TA= ft2 w,= = plf W2= = plf PI= = Ibs P2= = Ibs R Left= = Ibs R Right= = Ibs V a»ow= lbs > V max = lbs Mallow= lb*ft > Mmax= |b*n Aa|to«= '" > A TL = I" CD= L L = psf Use Grade |p •S i Structural Engineers SHEET NO tf \ 908 S Cleveland St CALCULATED BY SRG i Ocearibide. CA 92054 i TO! (760)066635". CHECKED BY 1 Fay (7fiO) 9fifi-fi3fi<l SCALE Xi 1 Level Roof Games Structure Members 4M3=yM-xfe> Legoland - Lost Kingdom OF DATE DATE 3/08 Mark Jfc*-\ Span = )^ ft £] Uniform Load TA= - ft2 wi= ^*^/*fcaAl^ = ^ P^ W2= = plf PI= = Ibs ', p2= = ibs y R Left= = ^(scs Ibs R Right= = ^y?f Ibs \ / _ IKc-* ^-^ \/ IKov allow" -^#M'L^ --^ max ~" *V&?6* M allow= -^^^"^ lb*ft ^> M max = -y^\# lb*ft /\allow= , OPS' m > /\ TL = ,A;0?/<S in ^D= j.^jC L L = •&? psf 0 | v *t> ^ fr' Use AV-&* Grade- i^K-u-- 4=^ Mark "fe^^ Span = ^C5' ft Q] Uniform Load TA= - ft2 W1= ^^,^ = ^ plf W2= = plf P.= /, - |hc (£2. I ) "^- *7 — \&\^yf? lU^ P2= = Ibs ^ R Left= = i p&v? Ibs R Right= = Ai^i\ Ibs V allow= ^^'^•'^ IDS ^> V max = •g^i?^ IbS l"l allow= f^^'^'if lb"t ]> M max = f^Z^^Z- 'b A — ^r- in ~-^ A allow" ,^l£z> ln ,> /\ TL - , t/'27(4?Jr ln ^D= | , J L L = ?^ psf ^ *' Jfc' \^' Use ^x^i^7 Grade- b^-V-^ ^^ > ^ Mark ^=--%. Span = |0 ft [] Uniform Load TA= - ft2 w^ = plf W2= = p|f P^= /I - Ihc1 ( fe?<- ^) ~ ^rt?~^\ \ P2= = Ibs s RLeft= = ^^^5- Ibs R Right= = T-f-Tzfz, Ibs v aiiow= ^y^-~\r^' Ibs ]> V max = •^''•^ffy Ibs M — IL.Jrfl ^ iy/1 |U*rj. allow~ \i^> .T5»*} (^ lu 'I x^ max ~ |^;j "?^t7 /\allow"" , 0^ "^ ^ /\ TL "~ ^(^lO "^ CD= i,^ L L = -?s? psf t ^ H^ *r -r Use ^-^ !•£- Grade b^-V-^ ^ 1 Dunn Savoie Inc Structural Engineers 908 S Cleveland SI Oceanside, CA 92054 Tel (760)966-6355 Fax (760)966-6360 JOB Legoland - Lost Kingdom SHEET NO OF CALCULATED BY SRG DATE CHECKED BY DATE SCALE 3/08 Level Roof Games Structure Members fet^^4— -fe^ Mark j^-xf Span = \& ft Q] Uniform Load TA= - ft2 w,= = plf W2= = p|f P = j\ = iu~ P2= = Ibs ' R Left= = \gfgx~, |bs R Right= = | it&ez*' Ibs * allow" /Z't/^f'-? 'bS ,> V max — | f^^e^' IDS M allow= || -Z&t? luft ^> M max = tSJ~{(/?# lb*ft A _ ^^ A _ allow rf& '" -^ / \ TL ~~ J t5="5>\125» '" CD= , ^ L L = ^^ psf «}' I 0' I' • r • xV4"* ^ 1 Use rPV I ^ Grade &s*ff~-\~'$r\ V Mark ^-^ Span = l^?7 ft Q] Uniform Load TA= - ft2 w^/i^-svYV^i,^ = ^i^ Plf W2= ftis,+ &*)(}&) = ><&** Plf -4 Pi~ U - - Ih" L L = ^^ psf / uo, *£>*' I1 fe'-^ •?#•&<* IDS " — — , P2= = Ibs ' R Left= = ^%^^:. Ibs R Right= = yZfpt*? Ibs V aiiow= i^^ff-, lbs> >• V max = -2.^g>£, Ibs M allow= l&.-C^ls lb*ft > M max = 11^,^4^^ lb*ft /\allow= 3^? m > /\ TL = C^^r,^ in CD= i.^ ^ > Use ;&**-\2s Grade -Hr^l— • 4^ \ «7 Mark k^- (s Span = l^7 ft Q Uniform Load TA= - ft2 W1=/|^.^)^,|^ = W Plf W2= fr^^-^^l.ts^1) = **>•%? Plf PI= = Ibs P2= = Ibs v R Left= = \]^ Ibs R Right= = \\&2r Ibs ^ allow= ^yff-^' IbS > V max = j)gj?j/ IbS M aiiow= H-tTcyt? 'b*ft > M max = (,,•?.&?& lb*ft Aaltow= ,^^ m > A TL = &>7>£'~z; In CD= !,<•/ L L = ^^? psf ____J-il'i i r--~- '" ~ p A Use ^-At? Grade JHT5-U- •#>''2- * Dunn Savoie Inc Structural Engineers 9088 Cleveland St Oceanside, CA 92054 Tel (760)966-6355 Fax (760)966-6360 Legoland - Lost Kingdom SHEET NO CALCULATED BY SRG DATE 3/08 CHECKED BY DATE SCALE Level Roof Storage Building Members fe^j^&i&g,* Mark k?j2.-:2. Span = 1^ ft [>| Uniform Load TA= - ft2 W1= ^^)f^/\.^ = faf, Plf W2= = plf PI= = Ibs P2= = Ibs R Left= = •zs-z^r Ibs R Right= = ^-^f Ibs V aiiow= Y2-y?<3? Ibs > V max = .^^ Ibs Maiiow= ^t, lb*ft > Mmax= ^^5. ibft AaHow= ,*5*? m > A TL = >K-<X IP CD= 1,^^ LL= ^ osf 4*r*r&F' Use -Zv-lj & ^^-"^7^. Grade &*T-)^ ^^~ Mark Span= ft nUniform Load TA= ft2 w,= = plf W2= = plf PI= = Ibs P2= = Ibs R Left= = Ibs R Right= = Ibs V aiiow= Ibs > V max = Ibs Mallow= lb*ft > Mmax= lb*ft Aaiiow= m > A TL = m CD= L L = osf Use: Grade Mark- Span = ft Q] Uniform Load TA= ft2 W!= = plf W2= = plf PI= = Ibs P2= = Ibs R Left= = Ibs R Right= = Ibs V aiiow= Ibs > V max = Ibs Ma,,ow= Ib'tt > Mmax= lb*ft Aaiiow= m > A TL= m CD= L L = osf Use Grade Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceanside, CA 92054 Tel (760)966-6355 Fax (760)966-6360 JOB Legoland - Lost Kingdom 8121 CALCULATED BY SRG 3/08 CHECKED BY LATERAL ANALYSIS This building consists mainly of wood shear panels and hardy panel for shear resistence, Therefore, per 2006 IBC, for the entire structure, R = 1 5 00= 1 5 Cd= 1 5 Per IBC2006 (1613), ASCE 7-05 Chapter 11,12,13 Seismic Design Criteria Soil Site Class C Method 1 Input Project Zip Code 92008 Response Spectral Ace (0 2 sec) Ss = 125%g = 1 251 g Response Spectral Ace (1 0 sec) ST = 47%g = 0 472 g Site Coefficient Fa = 1 000 Site Coefficient Fv = 1 328 Max Considered Earthquake Ace SMS = Fa Ss = 1 251 g Max Considered Earthquake Ace SM1 = Fv S, =0 627 g @ 5% Damped Design SDS = 2/3(SMS) = o 834 g SD1 = 2/3(SM1) =0418g Method 2 Input the coordinate of project Latitude 33.1282 degrees Longitude -117 3094 degrees From the Ground Motion Parameter Calculator by USGS The seismic design parameters are Ss = 1 247 g Fa = 10 S1 = 0471 g Fv= 1329 Table 20-3-1, Default = D Figure 22-1 through 22-14 Figure 22-1 through 22-14 Table 11 4-1 Table 11 4-2 (114-1) (114-2) (114-3) (114-4) (24° to 50°) (-125° to-65°) SMS= 1 247 g SM1= 0 626 g SDS= 0 831 g SD1= 0417 g Use the seismic parameters from Method 2 to supercecle those from Method 1 Seiemic Design Category (SDC) Determination Building Occupancy Categories II Seismic Design Category for 0 1 sec D Seismic Design Category for 1 Osec D S1 = 0 471 < 0 75g Therefore, SDC = D Table 1-1 Table 11 6-1 Table 11 6-2 Section 11 6 NOT Apply i Equivalent lateral force procedure To Determine Period C, = Building ht Hn = 002 11 25 1 4 Ct(hn)x CuTa Approx Fundamental period, Ta = Calculated T shall not exceed < Per Section 11 6 Is Structure Regular & < 5 stories ? Response Spectral Ace ( 0 2 sec) S5 = 1 50g @ 5% Damped Design SDS = %(Fa Ss) Response Modification Coef R = 15 Over Strength Factor no = 15 Importance factor I = 1 00 Seismic Base Shear V= C,W x = ft for SD1 of = 0123 = 0172 075 0417g TL = UseT = 8 Sec 0123 Section 12 8 Table128-2 Table128-1 Figure 22-15 sec T < 0 8Ts = 0 8 SD1/SDS = Yes 0 401 Fa = 1 00 = 0010g Cs = -R/l or need not to exceed, Cs = (R/l) T orCs = - T2(R/I) =0554 = 2263 N/A For T < TL ForT>TL sec OK' Section 12 81 3 (114-3) Table-122-1 Table 11 5-1 (128-2) (128-3) (128-4) Cs shall not be less than = Q 01 MirtCs= 055,1/R =0157 Use Cs = Q 554 Design Base Shear V= 0 554 W y 7y: | ^ - ForS^OSg (128-5) (128-6) Contermmous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 1282 Longitude = -117 3094 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 0 ,Fv = 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 02 1 247 (Ss, Site Class B) 10 0471 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 1282 Longitude = -117 3094 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class C - Fa = 1 0 ,Fv = 1 329 Period Sa (sec) (g) 02 1 247 (SMs, Site Class C) 10 0 626 (SM1, Site Class C) 1 Copy USGS output and Paste al A1 2 Here is the picked up values SM (max) Fa= 1 0 Fv = 1 329 Ss = 1 247 S,= 0471 SMS = 1 247 SM1 = 0 626 SDS= 0831 SD1= 0417 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 1282 Longitude = -117 3094 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class C - Fa = 1 0 ,Fv = 1 329 Period Sa (sec) (g) 02 0 831 (SDs, Site Class C) 10 0 417 (SD1, Site Class C) SD (design) Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceanside, CA 92054 Tel (760)966-6355 Fax (760) 966-6360 JOB SHEET NO CALCULATED BY CHECKED BY SCALE Legoland - Lost Kingdom j\ SRG OF DATE DATE 3/08 [LATERAL ANALYSIS Games Structure Roof Area of Roof = Total Weight of Roof = Interior Wall Weight = Exterior Wall Weight = Total Roof Diaphragm Weight = ft2 IPS 'ibs Ibs Total Diaphragm Weight = W = |^-rT'T\ Design Base Shear (Taken from page ) V = j&04 W Therefore V =W =Ibs r1I11. \I11J r1V mm mm > 1 J — - 1 1 1JL •Dunn Savole Inc Structural Engineers JOB Legoland - Lost Kingdom 908 S Cleveland St SHEET NO \^ OF ™TSft««Sb4 CALCULATED BY SRG DATE Mar-08 Fax (760)966-6360 CHECKED BY DATE SCALE [WIND ANALYSIS | Exposure 1= \,S cq = _L±_ Basic Wind Speed = ~/V mph P = (Ce)(Cq)(q.)(l) CB =,<>{, atO'-15' j at15'-20' _: at 2CT-251 - at 25'-30' - at 30'-40' p,« j: p? = PT = P4 = PS = t,^(^ psfatO'-15' psfat15'-20' psf at 20'-25' psf at 25'-30' psf at 30'-40' -t- n Cttl eft J 4— ^€>,l,j ^vf e (s^T Governing Lateral Forces Wind Design Roof Level (N-S) direction (E-W) direction Seismic Design Ibs governs governs DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Slreet OCEANSIDE, CA 92054 PH (760) 966-6355 FAX (760) 966-6360 Email dsi@surfdsi com JOB. SHEET NO . CALCULATED BY CHECKED BY SCALE OF_ DATE DATE v H t - 14" li"f 4 .»« 1,5" ^ _I1?-"10 , IW PRODUCT 207 Dunn Savoie Inc Structural Engineers 90S S Cleveland St Oceanside, CA 92054 Tel (760)966-6355 Fax (760)966-6360 JOB Legoland - Lost Kingdom 8121 CALCULATED BY SRG 3/08 LATERAL ANALYSIS This building consists mainly of wood shear panels and hardy panel for shear resistance, Therefore, per 2006 IBC, for the entire structure, R= 6 5 O0= 3 0 Per IBC2006 (1613), ASCE 7-05 Chapter 11,12,13 Seismic Design Criteria Storage Building Cd= 40 Soil Site Class C Method 1 Input Project Zip Code 92008 Response Spectral Ace (0 2 sec) Ss = 125%g = 1 251 g Response Spectral Ace (1 0 sec) S, = 47%g = 0 472 g Site Coefficient Fa = 1 000 Site Coefficient Fv = 1 328 Max Considered Earthquake Ace SMS= FaSs =1 251 g Max Considered Earthquake Ace SM1 = Fv ST =0 627 g @ 5% Damped Design SDS = 2/3(SMS) = 0 834 g SD1 = 2/3(SM1) =0418g Method 2 Input the coordinate of project Latitude 32 1282 degrees Longitude -117 3094 degrees From the Ground Motion Parameter Calculator by USGS The seismic design parameters are Ss = 1 247 g Fa = 10 S1 = 0471 g Fv= 1329 Table 20-3-1, Default = D Figure 22-1 through 22-14 Figure 22-1 through 22-14 Table 11 4-1 Table 11 4-2 (114-1) (114-2) (114-3) (11 4-4) (24° to 50°) (-125° to-65°) SMS= 1 247 g SM1= 0626 g SDS= 0 831 g SD1= 0417 g Use the seismic parameters from Method 2 to supercede those from Method 1 Seiemic Design Category (SDC) Determination Building Occupancy Categories II Seismic Design Category for 0 1sec D Seismic Design Category for 1 Osec D S1 = 0471 <075g Therefore, SDC = D Equivalent lateral force procedure To Determine Period C, = 0 02 Building ht Hn= 9 Cu= 14 Approx Fundamental period, Ta = C^h,,)* Calculated T shall not exceed < Cu Ta Per Section 116 T < 0 8Ts = 0 8 SD1/S Is Structure Regular & < 5 stories ? Yes Response Spectral Ace ( 0 2 sec) Ss = 1 50g *• @ 5% Damped Design SDS = %(Fa Ss) = 0 01 Og x= 075 ft for SD1 of = 0104 = 0145 0417g TL= UseT= Table 1-1 Table 11 6-1 Table 11 6-2 Section 11 6 NOT Apply I Section 128 Table12 8-2 Table128-1 8 Sec Figure 22-15 0104 sec 0 401 sec OKI Section 128 1 3 Fa = 1 00 Response Modification Coef R = Over Strength Factor O0 = Importance factor I = Seismic Base Shear V = 65 3 1 00 CSW SDS R/l or need not to exceed, Cs = orC. = - (R/l) T Sp-|TL T2(R/I) C5 shall not be less than = 001 MmCs= 055,1/R UseCs= 0128 =0128 = 0617 N/A = 0036 Design Base Shear V = 0 128 W For T < TL For T > TL For S, 2 0 6g •H (114-3) Table-122-1 Table 11 5-1 (12 8-2) (128-3) (12 8-4) (128-5) (128-6) Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceanside, CA 92054 Tel (760) 966-6355 Fax (760)966-6360 JOB SHEET NO CALCULATED BY CHECKED BY SCALE Legoland - Lost Kingdom SRG OF DATE 3/08 DATE | LATERAL ANALYSIS |Storage Building Roof Area of Roof = Total Weight of Roof = " Interior Wall Weight = Exterior Wall Weight = Total Roof Diaphragm Weight = ft2 "ibs jbs Ibs Total Diaphragm Weight = W =Ibs Design Base Shear (Taken from page ) V = A\\£>W Therefore V =W =Ibs 0!i ASCE ™ ^f Structural Engineers ) I 908 S Cleveland St k I Oceanside, CA 920S4 » 1 Tel (760)966-6355 J 1 Fax (760) 966-6360 J JOB Legoland - Lost Kingdom SHEET NO \ \0 OF CALCULATED BY SRG DATE CHECKED BY DA1E SCALE 8121 3/08 7-05 Wind Lateral Design Analysis For Riqid Structures With Flat Roofs Jirectionallv Independent St Design Parameters Building Category = Importance Factor, 1 = Basic Wind Speed (3-sec, mph), V = Exposure Category = Directionality Factor, Kd = (0 = Velocity Pressure Exposure ( oc = Zg = Structure Height (It) Kz = 201*(z/z/"' = Toooaraohic Factor 2-D Ridge | Elevation Change, H = Crest to Mid-Height, Lh = Dist from Crest, x = H / Lh = K,= K2 = 1 - (|x|/nLh) = Structure Height (ft) K3 = elvz/Ul) = K2t = (1 + K,K2K3)2 = Velocity Pressure Structure Height (ft) qz = 0 00256 K2 K2, Kj V* 1 o> = Directionallv Dependent Gust Effect Factor External Pressure Coefficients Short Direction Walls, CP = Design Wind Pressures Short Direction Pwalls - Ph Gs Cp = Structure Height (ft) Pwalls = Pz Gs Cp = Plotal = qz Gs Cp -Pi, Gs Cp= Long Direction Pwalte = O,h GL Cp = Structure Height (ft) Pwaiis = Qz GL Cp = Ptoiai = Qz Gs Cp -qh Gs Cp= Building Elements Walls Mam-(4) Walls Corners-(S) Parapets Mam Roof Uphft-(1) Roof uplift at Ends and Peaks-(2) -irage Building II Top of Roof Elevation 8 ft 100 Top of Parapet Elevation 10ft 85 Max Horizontal Dimension 16 ft C Mm Horizontal Dimension 10 ft 085 Parapet Factor Windward 15 1 Parapet Factor Leeward -1 0 '.oefficient 95 900 ft - "-7==-—.= 8 8 8888 8 Parapet 074 074 074 074 074 074 074 078 X 1 2-D Escarp | | 3-D Hill ( I ("X" One Box) 10 ft < 1 5f t Topographic Factor NOT Required 1 ft 0 ft Downwind of Crest? | No | (Yes or No) 0 50 MAX 0 73 V = 30 1 00 H = 15 8 88888 8 Parapet 030 030 030 030 030 030 030 022 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8 88888 8 Parapet 1169 1169 1169 1169 1169 1169 1169 1225 psf Gs= 0850 GL= 0850 Windward Leeward Long Direction Windward Leeward 08 -0 50 Walls CP = 08 Windward Leeward Leeward Parapet 038 See Below -497 psf -12 25 psf 8 88888 8 Parapet 795 795 795 795 795 795 795 1838 psf 1292 1292 1292 1292 1292 1292 1292 3063 psf Windward Leeward Leeward Parapet See Below -378 psf -12 25 psf 8 88838 8 Parapet 795 795 795 795 795 795 795 1838 psf 1173 1173 1173 1173 1173 1173 1173 3063 psf (+)GCP (-)GCP GCP, Force at Highest Elev p= qh[(GCp)-(Gcp,)] EQ 6-22 0 93 -11 -0 18 14 97 psf p= qh[(GCpMGcpl)] EQ6-22 1 -12 -018 16 13 psf p= qp(GCp-Gcpl) EQ 6-24 2 16 0 26 47 psf p= qh[(GCp)-(Gcp,)] EQ6-22 1 -08 018 13 80 psf p= qht(GCp)-(Gcpl)] EQ6-22 11 -10 018 14 97 psf Dunn Savole Inc Structural Engineers 908 S Cleveland St JOB Legoland - Lost Kingdom SHEET NO \-f OF CALCULATE 3RG DATE Mar-08 Fax (760)966-6360 CHECKED BY DATE SCALE [WIND ANALYSIS | Exposure Basic Wind Speed =.mph 1= M Refer to previous page for wind lateral design forces Governing Lateral Forces Wind Design Seismic Design Roof Level (N-S) direction- \&&b> Ibs^ "/"5-4 Ibs (E-W) direction \\1A lbs> -fz-^ Ibs U-HMt^ governs I^-UMP" governs Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceanslde, CA 92054 Tel (760) 966-6355 Fax (760) 966-6360 JOB Legoland - Lost Kingdom SHEET NO \e>OF CALCULATED BY SRG DATE 3/08 CHECKED BY DATE SCALE Shear Wall Design | Shear Wall Designs based on Jg 3/8" Struct 1 P V\ Wind Governed Design fj 1/2" Struct I P V\ Level 't^z?^ Direction y/£- Lateral Force / Overall Floor Length = v = = \\T^.^ plf Line A Projection Length = = ^ ft Lateral Load = = <*v:z, Ibs Other Loads = = - Ibs Total Load, T L = = <3t?2s Ibs Shear Wall Length, L = = \# ft TL/L= ^> plf Use ^^per Shear Wall Schedule Overturning Shear Panel Length = = \& ft OT Moment = <V2(V> = *)??*? ft-lb Resisting Moment = ,& \\~f(\<fJ\(\s'')(<z>JZ'/2) = ^A1^ ft-'b Net Moment = - ^\ && ft-lb Uplift = = ^A\ Ibs Use Xxper Holdown Anchor Schedule O Holdowns Not Required Line ^- Projection Length = = g> ft Lateral Load = = ^2- |bs Other Loads = = Ibs Total Load, T L = = ^fi, Ibs Shear Wall Length, L = ??.t2>^2~ = -f ft TL/L= = )2^ Plf Use w-^per Shear Wall Schedule x,~7.^- s<ifeu-\-A^- Overturning =* 2~\^^$ .rf^f^^nv Shear Panel Length = = ^^ ft OT Moment = fe03>/2)(\?') = ^^\^ ft-lb Resisting Moment = ,(j \^r?(\if)\(&>.&y9'/&>i = '^^•..f ft-lb Net Moment = = ^-fo ft-lb Uplift = = |2^^/ Ibs Use XXPer Holdown Anchor Schedule D Holdowns Not Required / / Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceanslde, CA 92054 Tel (760) 966-6355 Fax (760)966 6360 JOB Legoland - Lost Kingdom SHEET NO OF CALCULATED BY SRG DATE 3/08 CHECKED BY DATE SCALE Wind Governed Design Level ^^ Direction- ^/i^ Lateral Force / Overall Floor Length = v = = \\7-A plf Line \]'2r. Projection Length = = ^ ft Lateral Load = = ^(^ Ibs Other Loads = = — Ibs Total Load, T L = = ^.(^ Ibs Shear Wall Length, L = = \\, ft TL/L= -zts, plf Use ^fy^per Shear Wall Schedule I Overturning Shear Panel Length = = \\# ft OT Moment = e^c-,^.) = -^(^s-t? ft-lb Resisting Moment = , (j^(\^^\^\i?/^\\^(\^^/-2-\ = Yl.A&A ft-lb Net Moment = = ft-lb Uplift = = - Ibs Use \Xper Holdown Anchor Schedule 0 Holdowns Not Required Line Projection Length = = ft Lateral Load = = Ibs Other Loads = = Ibs Total Load, T L = Ibs Shear Wall Length, L = ft T L /L = = plf Use ( /per Shear Wall Schedule Overturning Shear Panel Length = = ft OT Moment = = ft-lb Resisting Moment = = ft-lb Net Moment = = ft-lb Uplift = = Ibs Use' \/per Holdown Anchor Schedule D Holdowns Not Required Rev 560100 User KW 0602938 Ver 5 6 1 25 Oct-2002 (c)1983 2002 ENERCALC Engineering Software Title Legoland - Lost Kingdom Job # Dsgnr srg Date 7 45PM, 21 MAR 08 Description Games Structure & Storage Building Scope Structural Engineering General Footing Analysis & Design Page 1 \\server3\u5ers\sgalmdo\5liaredMegoland - lo Description Typ Pad Ftg @ Games Structure General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short NOT Combined fc Fy Concrete Weight Overburden Weight Loads Applied Vertical Load Dead Load Live Load Short Term Load Applied Moments Dead Load Live Load Short Term Applied Shears Dead Load Live Load Short Term Calculations are designed to ACI 318-95 and 1997 UBC Requirements 2,500 0 psf Dimensions 1 330 4 2,500 0 psi 60,000 0 psi 14500 pcf 6000 psf 1 693k 2257k k Creates Rotation about Y-Y Axis (pressures @ left & right) k-ft k-ft k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) k k k Width along X-X Axis 4 500 ft Length along Y-Y Axis 4 500 ft Footing Thickness 1500m Col Dim Along X-X Axis 30 00 in Col Dim Along Y-Y Axis 30 00 in Base Pedestal Height 9 000 in Mm Steel % 00014 Rebar Center To Edge Distance 3 50 in ecc along X-X Axis 0 000 in ecc along Y-Y Axis 0 000 in Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft 9 654 k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k :^^&^,,l^.j.KiJ!£fa;^S^JJa2:UJ;»M^f | Summary 4 50ft x 4 50ft Footing, 15 Oin Thick, Max Soil Pressure Allowable "X1 Ecc, of Resultant "Y1 Ecc, of Resultant X-X Mm Stability Ratio Y-Y Mm Stability Ratio DLtLL 4699 2,500 0 0 000 in 0 000 in 1 605 No Overturning w/ Column Support DL+LL+ST 1,168 9 psf 3,325 0 psf 0 000 in 15961 in 1 500 1 30 00 x 30 00m x 9 MaxMu Required Steel Area Shear Stresses 1 -Way 2-Way Caution Oin high Actual Y(short)ecc>Widt Allowable 0 495 k-ft per ft Vu 0102 1 505 0 193m2perft V" * Phi 85 000 psi 170 000 psi [Footing Design Shear Forces Two-Way Shear One-Way Shears Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom ACI 9-1 1 51 psi -0 10 psi -0 10 psi -010 psi -0 10 psi ACI 9-1 018k-ft 018k-ft 018 k-ft 018k-ft ACI 9-2 0 97 psi -0 10 psi -0 10 psi -010 psi -0 10 psi ACI 9-2 0 06 k-ft 006 k-ft 0 49 k-ft -01 7 k-ft ACI 9-3 0 62 psi -0 07 psi -0 07 psi -0 07 psi -0 07 psi ACI 9-3 0 04 k-ft 0 04 k-ft 0 32 k-ft -011 k-ft Vn * Phi 170 00 psi 85 00 psi 85 00 psi 85 00 psi 85 00 psi Ru / Phi 1 5 psi 1 5 psi 4 2 psi 1 5 psi As Rea'd 019m2 0 19 m2 0 19m2 019m2 per ft per ft per ft per ft n Title Legoland - Lost Kingdom Job # Dsgnr srg Date 7 45PM, 21 MAR 08 Description Games Structure & Storage Building Scope Structural Engineering Rev 560100 User KW 0602938 Ver 5 6 1 25 Oct 2002 (c)1983 2002 ENERCALC Engineering Software General Footing Analysis & Design Page 2 \\server3\users\sgalmdo\shared\legoland - lo Description Typ Pad Ftg @ Games Structure Soil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACIEq 9-1 AC I Eq 9-2 AC1 Eq 9-3 Left 46988 35842 691 26 45480 29237 Right 46988 35842 691 26 45480 29237 Top 46988 1,16891 691 26 1,48322 95350 Bottom 469 88 psf 0 00 psf 691 26 psf 0 00 psf 0 00 psf AC I Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1 400 ACI 9-1 & 9-2 LL 1 700 ACI 9-1 & 9-2 ST 1 700 seismic = ST* 1 100 ACI 9-2 Group Factor 0 750 ACI 9-3 Dead Load Factor 0 900 ACI 9-3 Short Term Factor 1 300 UBC1921 27"1 4" Factor UBC1921 2 7 "09" Factor 1400 0900 Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY March 26, 2008 Project No 960151-025 To Legoland California, Inc 1 Legoland Drive Carlsbad, California 92008 Attention Mr Chris Romero Subject Update Geotechnical Letter and Grading Plan Review, Proposed Game Structure and Storage Buildings, Lost Kingdom, Attraction Expansion, Legoland Theme Park, Carlsbad, California References Leighton and Associates, Inc, 1999, Final As-Graded Report of Rough-Grading, LEGO Family Park, Carlsbad, California , 2007a, Update Geotechnical Report, Proposed Adventurer's Attraction, Legoland California, Carlsbad, California, Project No 960151-025, dated September 12, 2007 (Revised October 19, 2007) , 2007b, Grading Recommendations and Geotechnical Review of Precise Grading and Foundation Plans for the Proposed Lost Kingdom Attraction, Legoland, Carlsbad, California, Project No 960151-025, dated October 19,2007 , 2008, As-graded Report of Fine and Post Grading, Lost Kingdom Attraction, Legoland Theme Park, Carlsbad, California, Project No 960151-025, dated February 27, 2008 R W Apel, Lost Kingdom, Games Structure & Storage Building, Sheets AR-102, AR-210, AR-211, AD 105, dated March 10,2008 j Introduction In accordance with your request, this letter has been prepared to update the geotechmcal conditions relative to the Games Structure and Storage Building addition to the Lost Kingdom Project area within Legoland We understand the proposed addition includes two one-story structures and 3934 Murphy CanW 960151-025 associated utilities, flatwork, and pavement improvements The purpose of our geotechnical update evaluation was to observe the existing geotechnical conditions of the subject site, review the project geotechnical reports, reviewing foundation grading plans (referenced above), update geotechnical recommendations for the seismic design parameters per 2007 California Building Code, and provide conclusions and additional recommendations, for the proposed development of the site Based on our recent review of the referenced project and geotechnical reports and the current site plans, the geotechnical conditions of the subject site have not significantly changed since the completion of previous updated geotechnical report and grading recommendation letters and recent grading activities of the Lost Kingdom Attraction Therefore, it is our professional opinion that the geotechnical investigation for the site of the proposed additions to the Lost Kingdom's Attraction is still applicable for its intended use, provided the appropriate recommendations presented in the geotechnical reports (Leighton, 2007a and 2007b) and the following recommendations are incorporated into the design of structures, the site grading and construction Updated Seismic Parameters We have provided updated seismic design parameters per California Building Code (CBC 2007) The following seismic design parameters have been determined in accordance with the 2007 CBC and the USGS Ground Motion Parameter Calculator (Version 508) Latitude 33 1282 degrees Longitude -117 3094 degrees Site Class = C (Table 1613 5 2) Short Period Site Coefficient, Fa = 1 0 (Table 1613 5 3 (1)) 1-Second Period Site Coefficient, Fv = 1 329 (Table 1613 5 3 (2)) Short Period Specti al Response Acceleration at Ss = 1 247g 1-Second Period Spectral Response Acceleration at Si = 0 47Ig Grading Plan Review We have performed a geotechnical review of the grading plans by RW Apel (R W Apel, 2008) for the Games Structure and Storage Building, Lost Kingdom Attraction Expansion Based on our review of the grading plans and the referenced geotechnical reports, the plans were prepared in general accordance within the geotechnical recommendations Leighton 960151-025 If you have any questions regarding this update letter, please contact this office We appreciate this opportunity to be of service Respectfully submitted, LEIGHTON AND ASSOCIATES, INC Q2 Seanie©lara§lo, GE 2507 Principal Engineer Distribution (1) Address.ee (1) R W Apel, Attention Mr Richard Apel -3-Leighton i(Nu S>0^& ^Ji ft4* L» I^^B«V* 0> i O) I"H c73 O . C Oor1 H >c z 7J9 >s ^ 05 » 0 £ ^c/>3s gi CDm 03 D O O CO (71 O O £ om H 2 ? no •o T?m