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Home My WebLink About1 LEGOLAND DR; ; CB070317; Permit03-30-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB070317 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant 1 LEGOLAND DR CBAD Tl Sub Type COMM 2111000900 Lot# 0 $220,000 00 Construction Type NEW Reference # LEGOLAND INSTALL NEW RIDE CAPTAIN CRANKY'S Owner Status Applied Entered By Plan Approved Issued Inspect Area Plan Check# ISSUED 02/05/2007 JMA 03/30/2007 03/30/2007 LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI ONE LEGOLAND DR CARLSBAD, CA 92008 ONE LEGOLAND DR CARLSBAD, CA 92008 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 $916*16 Meter Size $0 00 Add'l Reel Water Con Fee $595 50 ' Meter Fee , * " $0 00 SDCWA Fee $000 CFD Payoff Fee $4620 PFF (3105540) . " $000- PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) / $0 00 Traffic Impact Fee (4305541) ' $0'00 PLUMBING TOTAL , $000 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $0 00 Master Drainage Fee' Sewer Fee $0 00 Redev Parking Fee $000 f Additional,Fees HMP Fee . TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $11000 $000 $000 $000 $000 $000 99 $1,66786 Total Fees $1,667 86 Total Payments To Date $1,667 86 Balance Due $000 BUILDING PLANS _^/_LN STORAGE ATTACHED 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 to 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 statuteof limilatipns_haspreyjousJy otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NC)CiSC"7£?3 (7 EST VAL Plan Ck Deposit Validated Bv ^. Date Address {include Bldg/Suite #)ude Bldg/Suite #) * i-eqff Business Name {at this address) Legal Description Lot No Subdivision Name/Number Jnit No Phase No Total # of units Assessor's Parcel #Existing lisa Proposed Use # of Bedrooms # of Bathrooms Name issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # >p1*rfWORKER3'*COMPEr Address JSATiON^^PItWr " til '*'>'! r«1bT« ^ ?T"" "' S'rK'lf ^M™ -pr^l City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations fj ' 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 Q] 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 r _ Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATURE.DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q' I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) [Cj I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 0 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement (3 YES l~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) ^^ i _ _ 5 I will provide some of the work, but \ have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) 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 Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? n YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES d 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 &y fC"pNSTRUCtlON LENDING I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not cammenced wiihin 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for afosriod of 180 days (Section 10644 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 05/17/2007 Permit# CB070317 Title LEGOLAND. INSTALL NEW RIDE: Description CAPTAIN CRANKY'S Inspector Assignment PD Type Tl Sub Type COWIM Phone 6196235443 Job Address 1 LEGOLAND DR Suite Lot 0 Location Inspec^r APPLICANT LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI Owner LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI Remarks Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By KEITH Entered By JANEAN Act Comments Comments/Notices/Holds Notice THIS RIDE REPLACES PIRATE SHORES' MIDWAY BLDG #2 (ARCADE GAMES) WITH ISSUED PERMIT CB 060366 FEES WERE PAID UNDER THAT PERMIT Associated PCRs/CVs Original PC# CV050664 CLOSED O- NOISE FROM FIREWORKS, CV060175 CLOSED Z- BANNER, CV060295 CLOSED Z- CAR DEMO COURSE IN PRK LOT, VIOLATION OF INTENDED USE PCR00224 APPROVED ELECTRICAL PLAN FOR COASTER, PCR06076 ISSUED LEGOLAND, SPLIT UP GAMES BLDG @ PIRATE SHORE Inspection History Date Description Act Insp Comments 05/02/2007 14 Frame/Steel/Boltmg/Welding AP PD 05/02/2007 34 Rough Electric AP PD 04/03/2007 11 Ftg/Foundation/Piers AP PD EsGil Corporation In ^Partnership mitfi. government for 'BuiCding Safety DATE March 12, 2007 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 07-317 SET II i PROJECT ADDRESS 1 Legoland Dr. PROJECT NAME Captain Cranky's The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI 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 X] 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 X] REMARKS Each sheet of the plans must be signed by a licensed engineer or architect (not a landscape architect) On the architectural plans, only sheets A-200tand A-201 have been properly signed By Kurt Culver Enclosures " Esgil Corporation D GA D MB D EJ D PC S/S/O? , * trnsmadot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership vntft government for 'BmCding Safety DATE February 16/2007 ' OAE£UCANT JURISDICTION Carlsbad 15~PLAN REVIEWER a FILE PLAN CHECK NO 07-317 SET I PROJECT ADDRESS 1 Legoland Dr. PROJECT NAME Captain Cranky's 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 XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck Tho applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person A] The applicant's copy of the check list has been sent to Chris Romero One Legoland Dr Carlsbad, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Chris Romero Telephone #• (760) 918-5460 Date contacted *V/6/07(by«^3S) Fax #. -5469? Mail Telephone V^ Fax V^in Person ' ^(f>0- Rl &~ £4 REMARKS By Kurt .Culver Enclosures Esgil Corporation Q GA D MB D EJ D PC 2/8/07 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4- (858)560-1468 4- Fax (858) 560-1576 Carlsbad O7-317 February 16, 20O7 GENERALPLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1 Legoland Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION 2/8/07 REVIEWED BY Kurt Culver PLAN CHECK NO 07-317 DATE REVIEW COMPLETED February 16, 2007 FOREWORD (PLEASE READ): 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, Engmeering'Department or other departments The following items listed "need clarification, modification or change All items must be satisfied before the plans wil! be in conformance with the cited codes and regulations Per Sec 106 4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • Please make all corrections and submit two new complete sets of prints to ESGIL CORPORATION • 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 • 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? Q Yes a NO Carlsbad 07-317 February 16, 2007 1 Each sheet of the architectural plans must be signed by a licensed Architect (a Landscape Architect is not allowed), per State law 2 See below for electrical items The jurisdiction has contracted with Esgtl 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 ELECTRICAL CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 1 Explain the egress lighting design Do the egress fixtures reilluminate after power failure? 2 Include the feeder supply description Voltage9 Number of conductors9 Size of conductors7 3 I'm not real sure of the communication/power conductor routing If both systems are installed in the<same conduit, describe compliance with NEC 300-3(C)1 Note: If you have any questions regarding this Electrical plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans Carlsbad 07-317 February 16, 2007 JURISDICTION Carlsbad VALUATION AND PLAN CHECK FEE PREPARED BY Kurt Culver PLAN CHECK NO 07-317 DATE February 16, 2007 BUILDING ADDRESS 1 Legoland Dr. BUILDING OCCUPANCY A-4 TYPE OF CONSTRUCTION V-N BUILDING PORTION Amusement Ride Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA {Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) 220,000 220,000 $916.16 Plan Check Fee by Ordinance Type of Review j I Repetitive Fee Repeats Complete Review D Other ,—i Hourly D Structural Only Hour Esgll Plan Review Fee $595.50 $513.05 Comments Sheet 1 of 1 macvalue doc City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBED PLANCHECK NO CB ENGINEERING DEPARTMENT APPROVAL EST VALUE DENIAL 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 D A Right-of-Way permit is required prior to construction of the following improvements 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 By By Date Date Date ENGIN By - FOR OFFICIAL USE ONLY ING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date ^" ATTACHMENTS D Dedication Application Q Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name Address Phone City of Carlsbad -\Q35 Faraday Avenue. Carlsbad, CA 92008 (760) 602-2??5- CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract Carlsbad, CA 9200847314 - (76O) 6O2-272O - FAX (76O) 6O2- 2ND 3RD BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F Right-of-Way Width & Adjacent Streets B Existing & Proposed Structures G Driveway widths C Existing Street Improvements H Existing or proposed sewer lateral D. Property Lines I Existing or proposed water service E Easements J Existing or proposed irrigation service D 2 Show on site plan 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 0" D D 3 Include on title sheet i 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 \BUILDINQ PLANCHECK CKUST FORM doc BUILDING PLANCHECK CHECKLIST ST RD^3 D DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not Comply with the following^Engineenng Conditions of approval for Project No CD D 4b AH conditions are in compliance Date D DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . 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 !£" 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 $ 82.000 . 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 registered Civil Engineer must prepare the appropriate 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 BUILDING PLANCHECK CKLST FORM Ooc V BUILDING PLANCHECK CHECKLIST iST ,ND 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 G 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 $410 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 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 D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 1 5 1 6 01 0 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans. 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 Budding Permit Grading Inspector sign off by Date [3 D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \BUILDINQ PLANCHECK CKLST FORM do Hov 7/1VOO BUILDING PLANCHECK CHECKLIST 3RD ED 7d No Grading Permit required ED ED ED 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS ED 8 A RIGHT-OF-WAY PERMIT is required to 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 drain, sewer and water utilities Right-of-Way permit required for ED 9 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 Camino 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 D D 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 ED 11 D Required fees are attached D No fees required WATER METER REVIEW D D 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 BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST A ST «ND o D 12b • 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, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled T, and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 1 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 \BUILDING PLANCHECK CKLST FORM doc ..ST BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future 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 e'xempt 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 Additional Comments: F BUIU3INQ PLANCHECK CKLST FORM doc 05-05-2006" Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Residential Permit Building Inspection Request Line (760) 602-2725 1 LEGOLAND DR CBAD COMRES 2111000900 $397,000 00 0 Lot* Construction Type Reference # Structure Type Bathrooms 0 NEW LEGO-PIRATE SHORES ATTRACTION & 5721 SF SUPPORT BLDGS & SHADE STRUCTURES Status Applied Entered By Approved Issued Inspect Area Ong PC# Plan Check* Permit No CB060366 ISSUED 02/13/2006 RMA 05/05/2006 05/05/2006 Applicant LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI THE CORPORATION TRUST CO 1209 N ORANGE ST '* WILMINGTON DE 19801 ' ^ Owner LEGOLAND CALIFORNIA INC <LF> PLAY U S ACQUISITI THE CORPORATION TRUST CO 1209 N ORANGE ST **- WILMINGTON DE 19801 ~- Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee ', ^ Park m Lieu Fee ' • . Park Fee LFMFee - , Bridge Fee BTD #2 Fee BTD#3Fee 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 Meter Size -, Add'l Reel Water Con Fee" $1,461 32 Meter Fee ^ ' . «s $0 00 SDCWA Fee-- - ' / • $94986. CFD Payoff Fee , . ' $000 PFF (3105540) $0 00 PFF (4305540) $8337 License Tax (3104193) v "; $2,28800 ~, License Tax (4304193)/ ^l ' $0 00 Traffic Impact Fee (3105541) $0 00 " Traffic Impact Fee (4305541)_ r $000 Sidewalk Fee *.' ^f\- $000 PLUMBING TOTAL ^ :" \ $000 - ELECTRICAL TOTAL. " * , $0 00 MECHANICAL TOTAL '' $0 00 Redev Parking Fee$ $0 00 - Housing Impact Fee .*, $0 00 ; Housing InLieu Fee:^ Housing Credit Fee "~* , $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees y$000 HMPFee ,„, , • TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $2,15600 , , $0 00 $000( $27 00 v $6000 $3450 '' $0 00 $000 $000 $000 $000 $6,895 00 $000 $000 $13,955 05 Total Fees $13,955 05 Total Payments To Date $13,955 05 Balance Due $0.00 BUILDING PLANS IN STORAGE ATTACHED Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required inhumation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar apphcation'processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have-previously been given a NOTICE simitar to this, or as to which fhe statute of limitations has previously otherwise expired ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. / ^f) f D Calculation based on building plancheck plan submrttal. Address. &%& - / /^^^^^T^f Blda. Permit No. <~& & &>&'?££> Prepared by /^J* ^*- EDU CALCULATIONS: Types of Use n&'^&Pt Types of Use. — - -> Date £/'*/£&' Checked by- List types and square footages for all uses ^^^ So Ft/Units Sq. FtAJnits- Date ^ EDU's. / ^ EDU's: APT CALCULATIONS: List typesand square footages for all uses. Types of Use r'fr^AZ^^-— Sq FtTUnits: ' Types of Use: . Sq. FtVUnlts. ADT's. ADT's FEES REQUIRED: WITHIN CFD O YES (no bndge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D 1 PARK-IN-LIEU FEE FEE/UNIT- PARK AREA & # X NO UNITS'=$. TRAFFIC IMPACT FEE ADTs/UNITS ^7 f X FEE/ADT- D 3 BRIDGE AND THOROUGHFARE FEE (DIST DIST. #2 DIST #3 ADTs/UNITS Ef/4 FACILITIES MANAGEMENT FEE UNIT/SO FT 5 SEWER FEE EDU's X FEE/ADT: ZONE X FEE/SQ FTAINIT DNO ^ ZZ6& "7 BENEFIT AREA EDU'S X FEE/EDU- D 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA ACRES. X D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE -$_ HIGH FEE/AC ./LOW. =$. METER FEE SDCWA FEE SDCWA FEE F \FEE CALCULATION WORKSHEET doc 1of2 R«v PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB/9 / ~ %>'( ~7 Address Planner Enn Endres Phone (760)602-0 4625 APN Type of Project & Use Zoning General Plan CFD (In/out) #_Date of participation Net Project Density DU/AC Facilities Management Zone Remaining net dev acres; Cirde One (For non-residential development Type of land used created by this permit ) r^^xE3 Item Complete I Q Item Incomplete - Needs your action Environmental Review Required: YES _ NOx<7TYPE _ Legend: DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAURESO NO PROJECT NO YES W NO DATE TYPE 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^C NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # YES NO D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Incluslonary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMlN\COUNTER\BWgPlnchkRevChWst Rev 9/01 Site Plan: CD d 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way - - "width, dimensional setbacks and existing topographical lines (including all side and rear yard* slopes) ' ; D d 2 Provide legal description of property and assessor's parcel number. nn n n n n nn n n,n nan Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO 2 Project complies YE Zoning: 1 Setbacks Front Interior Side: Street Side Rear Top" of slope '2. ' Accessory structure •' .' Front , Intenor Side. , • Street Side. v ' ' Rear ' " Structure separation 3 Lot Coverage- 4 Height. S NO Reauired Reauired Reauired Reauired Reauired setbacks. - Reauired Reauired 4 • Reauired ' A Reauired Reauired Reauired Reauired Shown Shown Shown Shown Shown Shown Shown Shown Shown ( Shown Shown Shown D D D 5 Parking: ODD Spaces Required Shown (breakdown by uses for commercial and mdustnal projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 <- i K H ir- r, , * BUILDING DEPT.Carlsbad Fire Department rOPY Plan Review Requirements Category TI, COMM Date of Report 03-22-2007 Reviewed by Name Address Permit # CB070317 Job Name LEGOLAND INSTALL NEW RIDE Job Address 1 LEGOLAND DR CBAD THifiOMfrM¥li|friMiiii Jin n 111 in 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 CON0001923 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 Provide documentation that the PVC roof covering is fire resistent to at least a 1-hour rating and the "roll-down canvas panels" are FR rated provide additional details on the 'Palapas' e g, construction materials, fire resistance, etc Will the quemg platform be provided with a shade structure7 if so provide construction details Entry 03/22/2007 By GR Action AP Fire Department " "="" CQP^^ Plan Review Requirements Category TI, COMM Date of Report 03-12-2007 Reviewed by Name Address Permit# CB070317 Job Name LEGOLAND INSTALL NEW RIDE Job Address 1 LEGOLAND DR CHAD 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:—•^^^~"* f Cond CON0001923 [NOT MET] Provide documentation that the PVC roof covering is fire resistent to at least a 1-hour rating and the "roll-down canvas panels" are FR rated provide additional details on the 'Palapas' e g construction materials, fire resistance, etc Will the quemg platform be provided with a shade structure7 if so provide construction details Entry 03/12/2007 By GR Action CO EsGil Corporation Safety Q APPLICANT Q JURIS. Q PUN REVIEWER Q FILE DATE: February 16, 2OO7 JURISDICTION: Carlsbad I PLAN CHECK NO.: O7-317 SET: I PROJECT ADDRESS: ILegolandDr. PROJECT NAME: Captain Cranky* PI 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 reserved and checked by building department staff U The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmltted 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 endosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Chris Romero One Legoland Dr. Carlsbad, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed. [>y Esgfl Corporation staff did advise the applicant that the plan check has been completed. Telelphone~#: (760) 918-5460 Fax #: -5469? Person contacted: Chris Romero Date contacted;^/6/0*7 (bysyfiS) Matt Telephone r Fax>^ln Person D REMARKS: By: Kurt Culver Esgil Corporation Q GA D MB -Q E Enclosures: D PC 2/8A37 tmsmtMtot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 100'd 9i91 093 898 Caiiabad 07-317 February 16, 2OO7 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1 Lcgoland Dr. DATE PLAN RECEIVED BYESGIL CORPORATION; 2/8/07 REVIEWED BY: Kurt Culver PLAN CHECK NO.: 07-317 DATE REVIEW COMPLETED: February 16, 2OO7 FOREWORD (PLEASE READ): 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. • Please make ail corrections and submit two new complete sets of prints to: ESGIL CORPORATION. * i • To facilitate rochecking, please identify, next to each item, the sheet o! the plans upon which each correction on this sheet has been made and return this sheet with the revised plans.i • Please Indicate here if any changes have been made to the plans that are not a result of corrections frorrHhis 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? Yes Q No 0 TVfey . ft- SOO'd 9i9T 099 898 Carlsbad O7-3I7 February 16* 2QO7 . * 1. Each sheet of the architectural plans must be signed by a licensed Architect (a Landscape Architect is not allowed), perState law. . 2. See below for electrical items. -A-O-^^ st A- TU 3. The jurisdiction has contracted with Esgfl 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. ELECTRICAL CORRECTIONS FLAN REVIEWER: Eric Jensen p ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 1. Explain the egress lighting design: Do the egress fixtures reilluminate after power ' failure? 2. Include the feeder supply description: Voltage? Number of conductors? Size of conductors? 3. I'm not real sure of the communication/power conductor routing. If both systems are installed In the same conduit, describe compliance with NEC 300-3(C)1. t Note: If you have any questions regarding this Electrical plan review list please contact Eric Jensen at (858) 560-1468, To speed the review process, note on this list (or a copy) where the corrected items have been addressed pn tine plans. flint nor. ono MICHAEL WALL ENGINEERING SAN DIEGO 858-638-0600 858-638-0640 FAX 4115 Sorrento Valley Blvd San Diego, CA 92121 IRVINE 949-864-0600 949-864-0640 FAX 5251 California Ave , Ste 110 Irvine, CA 92617 wwwmwalleng com flEGISTERfD ElECTfllCAL.ENGINEERS February 22, 2007 Eric Jensen 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 P 858-560-1468 F 858-560-1576 Project Captain Cranky's Challenge (MWE # 07-002) Plan Check Corrections List number 07-317 Eric, We have received the comments from your plan review for the above referenced project We have responded to each Issue (in italics), and have included the original Issues (in boldface) for your reference AH changes to the drawings have been clouded and tagged as Revision # 2, and dated as March 2, 2007 ELECTRICAL 2002 NATIONAL ELECTRICAL CODE 1 Explain the egress lighting design: Do the egress fixtures reilluminate after power failure' The egress lighting fixtures are connected to an existing generator on site through an existing lighting control panel 'ERPG1', see detail 2 on sheet E- 101 The generator is connected to an Automatic Transfer Switch which upon a normal power the will start the generator and transfer the load The metal halide light fixtures are provided with a quartz restnke lamp to provide continuous illumination when the arc is lost Include the feeder supply description conductors' Size of conductors' Voltage? Number of Sheet E-100 provides a feeder schedule description of the conductors as shown on the Single Line Diagram The 200Y feeder shown on sheet E-300 corresponds to the 200Y description on sheet E-100 that is (403/0, 1#6 GND, 2"C) I'm not real sure of the communication/power conductor routing. If both systems are installed in the same conduit, describe compliance with NEC 300-3(0)1. Power and communications are installed in separate conduits and pull boxes throughout the site See keynotes 5 and 8 on sheet E-200 MICHAEL WALL ENGINEERING We trust that these responses, along with the corrections to the plans, meet with your approval Should you have any questions or comments, please feel free to contact me at 858-638-0600 Thank you, Bryan Wayne, P E Michael Wall Engineering, Inc DUNN SAVOIE'INC STRUCTURAL ENGINEERS " 90S S-'CLEVELAND ST ' f' DCEANSIDE,' CA 32DS-4' -^ "" '. PH" [7BO) 9BB-B355 '^ ' E-maif" dsi@su'nfdsi corn Structural. Calculations for Legpland - Pirate.Shores i y! :\,1 Legbland Drive- Carlsbad, CA 92008,, " ,* * •• •'.* *-'• -. " ; ' ''"• // >I ^ , f Ta , •• : I-1' -YrDSI Project Noj071 01-. ;::, -Afchiteet: R.W. \Apel February 6, 2007;/; '-; TABLE OF CONTENTS ITEM' ,; . - '. . " SHADE STRUCTURE ' 'DESIGN CRITERIA ROOF FRAMING.' • LATERAL ANALYSIS'/ "; , FOOTING. CAPTAIN CRANKY'S RIDE FOOTING 'MISC V • ' PAGE i, ^ Structural Calculations for Legoland - Pirate Shores 1 Legoland Drive Carlsbad, CA 92008 DSI Project No. 07101 Architect: R.W. Apei February 6, 2007 TABLE OF CONTENTS ITEM PAGE SHADE STRUCTURE DESIGN CRITERIA. 1-2 ROOF FRAMING- 3-6 LATERAL ANALYSIS. 7-12 FOOTING: 13-20 CAPTAIN CRANKY'S RIDE FOOTING 21-27 MISC 28-32 Dunn Savoie Inc Structural Engineers 908 S Cleveland St Oceansida, CA 92054 Tel (760) 966-6355 Fax (760) 966-6360 JOB Legoland Pirate Shores SHEET NO OF CALCULATED BY EP DATE 1/07 CHECKED BY SCALE DESIGN CRITERIA - RETAIL CART SHADE STRUCTURE CODE. 1997 Uniform Building Code (UBC) 2001 California Building Code (CBC) SEISMIC- WIND: WOOD SOIL Z= 04 l= 1 4 km from Type B fault SOIL TYPE = So R= 22 Na= 1 1 Nv= 13 Ca = 0 44 (Zone 4) (cantilever columns) V = 2 5 Ca I W/R V= 0500 W V/1.4= 0357 W LRFD ASD (cantilever columns) 70 MPH EXP B HEIGHTcr-151 20' 25' 30' WIND LOAD (PSF) 1016 1097 11 79 1245 97NDS 2x&3x >3x Douglas Fir-Larch No 2 Douglas Fir-Larch No 1 ALLOWABLE SOIL PRESSURE FRICTION COEFFICIENT PASSIVE EARTH PRESSURE 2500 PSF 035 300 PCF Dunn Savofe Inc Structural Engineers 908 S Cleveland St Oceanslde, CA 92054 Tel (760)966-6355 Fax (760) 966-6360 Legoland Pirate Shores SHEET NO CALCULATED BY EP DATE 1/07 CHECKED BY DATE SCALE DESIGN-LOADS - PIRATE SHORES - DETAIL PIRATE SHORES - ROOF DEAD LOADS | fpsf) Thatch Roof Tile 2x4 Purlins @12"oc 4x6 Rafters @ 24" o c WIE&P Misc £ Dead Load Live Load 40 1 3 23 1 5 1 9 110 16.0 >4 12 slope reducible i \\Server3\users\epeterman\Legoland - pirate Shores\Legoland_PirateShores_Design Criteria 1/10/2007 I I I I 3 B^mHf NiB" U n,,MK. «Ax,r»T • *»•*. JOB Legoland Pirate Shores Hi I H 1 I STRUCTURAL. EN CMN £ EIRS3 SHEET NO Lf ' '^ i'l 9DB S. Cuevei-AND ST. CALCULATEDBY * ft& I1! OcEAMaioe, CA* 92!! OS 4- CHECKED BY OF EP DATE 1/07 DATE * IT 1 1 TEL.I (*76Q) 06fi-<S3SS SCALE •IT'irJa FA*! <•*"» 966-63ea ROOF FRAMING Members p-Af Tff^ / fe^M*? Mark R£- - 1 Span = ^ ft r~]Umfo W2= = p|f w3= • = plf (1 PI= = Ibs ^ P2= = Ibs R Left= = \ % Ibs R Right= = 261/" Ibs Vanw= /^2o0 Ibs Vmax = ^^ Ibs Maiiow= 2$83 lb*ft Mmax= ,4-0 lb*ft Aanow- 8 f() m ATL= -0| m ^D"~ 1 1 £-^2 rm Load p- 3f ^b 2 Use: ^ X So Grade. D f - I ^ f Mark t^ti>-l Span = 7' ft |~|Uniform Load W1~ f/( P?f t I&Pr'^10^^) = % Plf W2= = plf W3= = plf PI= = Ibs " P2= - Ibs R Left= = %(/£? Ibs R Right= = 17-8 Ibs V allow- I57<?j 1^5 Vmax = '2-(fC> IbS W allow= ^^=83 'k*^ ^ max = ^^^ 'b*ft A , = n (i / m A = oXi/c: m CD- , ^ * r^ " ^ Use: TX lo Grade- Ph - U -±£-| - N Mark Re>-Z Span = M-^ ft flUmfc W2= = plf W3= = plf PI= pg, ( ' p.,! Di_ = |o7 ut-lV. = ^o Ibs s P2= = Ibs R Left= B> ioe',n.^3?o = ^-^^ Ibs R Right= Du^o^ .(."lot^j =\f^ib^ Ibs \f .. =. r/ £4 ""j r^~ Ibs V ma = tf~7i Ibs M w = falf-^f) )b*ft M ma = ^^^o lb*ft 'A a«ow= ,?5 m ATL= . V In CD= /f25 rm Load - T^ , /NS ' "3-^ Use ^ x 8 Grade: Dr-L -4M DUNN SAV01E INC. STRUCTURAL- S. CLEVELAND ST. , CA. 9205-4 ! C76D1 FAXI Legoland Pirate Shores SHEET NO OF CALCULATED BY EP DATE CHECKED BY DATE 1/07 • ROOF FRAMING, cont'd Members: 3f/\/7<> Mark* P-& -V Span = /& " ft [X]Unifo wi= flf f^f + %&?}(%- -f-2) = /££. P'f W2= = p|f w3= = plf PI= - Ibs P2= = Ibs R Left= = II 10 Ibs R Right= = \\W Ibs V alow= 3l#3 'bS V max = || 7.Q IbS M aiiow= $78% lb*ft Mmax = H48Q lb*ft /\ aiiow- | / m ATL = /ItH" In CD= [ to rm Load Use - o ^ c? Grade. P-f -t ^ I Mark- P&-H-- Span = 1 0 ft PlUmfc w2= = plf W3= = p|f P — f^ -i 'r>' O ' ft ' — IKo' 1 t>v~5 IP- "f /~fi ~2. f1^ L ~ IDS > P2= 1160 + V28 = /5S8 'bs R Left= = S^T. Ibs RRight= = &&z Ibs v allow" JJci' ^@ "^® " max ~ C)o'2- 'bs M allow= ' ^ "/8 <3 lb*ft M max = V/ ^O lb*ft /\ aiiow~ , ^y in /N^ TL ~ • /U 2- "7 In r - / n r-°D~ / , x- 5- rm Load 1 i ^ 1 Use , 0 r 0 Grade- 0 F - i -ty / V Mark: J£J5--> Span = l^'' ft [Y|Unifc W1= r, f |^p5p)ft°A) = (^ plf W2= = plf W3= = plf P!= = Ibs P2= = Ibs RLeft= VL ;*,?*, it *(**> = libO Ibs RRight= ' = ///jo Ibs V a||OW= 2^^-^ 'bS ^ max = //"(£ O IbS " M altow" £/f SC? ^*ft M max = (ffa£f ft tb*ft 'A a"°w= | ,07 in A TL = D6f/ m CD~ /,ZS ?rrn Load /* j^Use h X 0 Grade /^^-^ #Y DUNN SAVQIE INC. STRUCTURAL. EN CM Me EMS S, CLfcveXANO ST. , CA, 92O&4 TEL.I (*76OJ 966-63SS C7GO) JOB Legoland Pirate Shores OF CALCULATED BY EP DATE 1/7/0-7 CHECKED BY DATE SCALE ROOF FRAMING, cont'd Members. Mark: ¥-& -fa Span = wi= <eu MWT It) ft nUmfc W2= = pif W3= = pif PI= £5-2 >^' P2= RLeft= R Right- Vallow= V/£g IbS l\/l = <p -, o A ib*ft A — /• -i ,nallow i O 1 '" ^D~ / i Z^ = f&6& Ibs Ibs 1 = }OO1 Ibs = \ooi Ibs V max = / OOZ 'bS M max = ¥&fO 'b*ft ATL= , /67 in rm Load S ' __ _!x""" " J, ^ ^ t Use 8x8 Grade- P/7- / # / Mark. £•£>-? Span = wi= fli fl&r^Hy^J \fc' ft riUnifc w2- fi i +\-&PSFM 2-) - 34- pif ^3= = pif PI= P2= RLeft= R Right= » allow" IDS M ,, = lh*ftallow "-1 i L A in/ \ allow " ' , CD= Ibs Ibs Ibs Ibs • V max = IbS M max = lb*ft A TL = m rm Load ^-^^NZ tf. ,j Use Grade. Mark Span = Wl= Wo^ w*^~ PI= p -"2 RLeft= R Right= v allow" IbS M aiiow= lb*ft / \ allow" m CD= ft IZ]Uniforrn Load pif pifpif Ibs Ibs Ibs Ibs V max = IbS M max = lb*ft ATL = Use. Grade Dunn Savote Inc Structural Engineers 908 S Cleveland St Oceanslde, GA 92054 Tel (760) 966-6355 Fax (760) 966-6360 JOB Legoland Pirate Shores SHEET NO 7 OF CALCULATED BY EP CHECKED BY DATE 1/07 This structure consists mainly of cantilever columns for shear resistance Therefore, per UBC 97, for the entire structure, R= 22 LATERAL ANALYSIS CANTILEVER COLUMNS O= 20 Seismic Coefficients & Factors Seismic Zone Soil Type Fault Type Dist To Fault = I = R = T = 02(hn) 4 04 SD B 7 1 0 22 1 0 1 1 044 064 002 9 0104 km *NU = 044 0704 per 1997 Uniform Building Code Chapter 16 1630 2 1 Design Base Shear (30-4) V=2199 W 1 4{R)(T) Needs Not Exceed- (30-5) V= 2 5(Ca)(i)(W) = 0357 W 1 4(R) Minimum Base Shear (30-6) V= 011(Ca)(l)(W) = 0048 W Minimum Base Shear (for Seismic Zone 4) (30-7) V= 0 8(Z)(NV)(I)(W) = 0160 W R Therefore, V = 0 357 W 8 Q_CO JOB__L/W PH. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 (760) 966-6355 FAX (760) 966-6360 Email; dsi@surfdsi com t i i QSHEET NO 1 CALClll ATFDRY ^^ rHFrKFn RY SHAI F 1 J > > o ' OF DATF /A/7007 DATF i L- \AjElfoHT (W)O^) fiz S 7 600 r i ff) v/ =Ib IJ?. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB.I AN Q ' P/£^T£ SHEET NO CALCULATED BY_ CHECKED BY SCALE . OF DATE. DATE. WILL POOF/s&6Mic pcerb ^ = S788 It? < V^r S1&S Ib (ok) (b A n _ 57-62 PSi Ib ft DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com .IOR SHEET NO CALCULATED BY_ CHECKED BY__ SCALE OF_ DATE. DATE. ANALYSIS DETAIL F == 1000 797 > = 1?>?.P PS I 717 PS DUNN SAV01E INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email; dsi@surfdsi.com SHEET NO OF. CALCULATED BY. CHECKED BY. SCALE DATE. DATE. PF-L 81 j DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Dsgnr Description Scope Job # -^ Date 1039AM, 26 JAN 07 Rev 560100User KW-0602938 Ver 5 6 1, 25-Oc! 2002(c)1983-2002 ENERCALC Engineering Software General Footing Analysis & Design Page 1 u \hescobedo\shared\13 -othertlegoland pirate Description Retail Cart Shade Structure -- Corner Pad Footing General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short NOT Combined fc Fy Concrete Weight Overburden Weight Calculations are designed to ACI 318-95 and 1997 UBC Requirements iy&^g&J**j&E^^£&^:jgidS^iB&t<ggi^ 2,5000 psf Dimensions 1 330 4 2,5000 psi 60,000 0 psi 14500 pcf 000 psf Width along X-X Axis 4 250 ft Length along Y-Y Axis ' 4 250 ft Footing Thickness 12 00 in Col Dim Along X-X Axis 0 00 in ' Col Dim Along Y-Y Axis 0 00 in Base Pedestal Height 0 000 in Mm Steel % 00014 Rebar Center To Edge Distance 3 50 in 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 0746k 0816k k Creates Rotation about Y-Y Axis (pressures @ left & right) k-n k-ft 3 978 k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) k k 0442k B™»atwaiw»™™ssa«im»)^^ ecc along X-X Axis 0 000 in ecc along Y-Y Axis 0 000 m Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-ft Creates Rotatian_a_bout X-X Axis (pressures @ top & bot) k k k 1 Summary | ..Tli. ^.4 25ft x A 25ft Footing Max Soil Pressure Allowable "X' Ecc, of Resultant "Y1 Ecc, of Resultant X-X Mm Stability Ratio Y-Y Mm Stability Ratio 12 Oin Thick, DL+LL 231 5 2,5000 0 000 in 0 000 in No Overturning 1 621 w/ Column Support DL+LL+ST 650 5 psf 3,325 0 psf 15 762 in 0 000 m 1 500 1 0 00 x 0 OOin x 0 Oin Max Mu Required Steel Area Shear Stresses 1-Way 2-Way Caution X(short)ecc>Widt high Actual Allowable 1 028 k-ft per ft 0143in2 per ft Vu Vn * Phi 6328 8180 85 000 psi 170000 psi FootingDesign 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 8 18 psi 1 87 psi 1 87 psi 1 87 psi 1 87 psi AC! 9-1 0 30 k-ft 030 k-ft 0 30 k-ft 0 30 k-ft aiiliffl'iiI2sliE:iit4yi'Ji:i«!;fi>gta ACI 9-2 4 03 psi 6 33 psi -2 82 psi 0 80 psi 0 80 psi ACI 9-2 -0 46 k-ft 1 03 k-ft 0 1 3 k-ft 013 k-ft ACI 9-3 2 59 psi 4 07 psi -1 81 psi 0 52 psi 0 52 psi ACI 9-3 -0 29 k-ft 0 66 k-ft 0 08 k-ft 0 08 k-ft 170 00 psi 85 00 psi 85 00 psi 85 00 psi 85 00 psi Ru/Phi 7 Opsi 15 8 psi 4 7 psi 4 7 psi As Req'd -014m2 per ft 014m2 perft 0 14 m2 perft 014m2 perft 14- DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Dsgnr Description Scope Job# Date 1039AM, 26 JAN 07 Rev 560100 User KW 0602938 Ver 5 6 1 25 Ocl-2002 tc)1963 2002 ENERCALC Engineering Soft General Footing Analysis & Design 'ihescobedo'.stiaredM 3 -otherttegoland pirale Description Retail Cart Shade Structure - Corner Pad Footing Soil Pressure Summary ^^^^^^M^MM^^^^^^^^^^^^^.Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures AC! Eq 9-1 ACI Eq 9-2 AC I Eq 9-3 Left 231 48 000 33762 000 000 Right 231 48 65046 33762 91065 58542 Top 231 48 18630 33762 26082 16767 Bottom 231 48 psf 18630psf 337 62 psf 260 82 psf 167 67 psf ACI Factors (per ACI, applied internally to entered (oads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST seismic = ST* 1 400 1 700 1 700 1 100 ACI 9-2 Group Factor AC) 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0750 0900 1 300 UBC 1921 27"1 4" Factor UBC 1921 2 7 "09" Factor 1 400 0900 DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Ds9nr Descnption Scope Job# Date 1039AM, 26 JAN 07 Rev 560100 _ .user KW060293S ver 561 25-Qci-2oo2 Genera(01933-2002 ENgRCALC Engmearing Software WSIIBIrtl &Ol Page 1 u \hescobedo\shared\1 3 otherMegolancl pirala Description Retail Cart Shade Structure — Int Pad Footing General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live S Short NOT Combined fc Fy Concrete Weight Overburden Weight Calculations are designed to ACI 318-95 and 1997 UBC Requirements 2,5000 psf Dimensions 1 330 4 2,500 0 psi 60,000 0 psi 14500 pcf 000 psf Width along X-X Axis Length along Y-Y Axis Footing Thickness Col Dim Along X-X Axis Col Dim Along Y-Y Axis Base Pedestal Height Mm Steel % 0 Rebar Center To Edge Distance 3750ft 3750ft 1200 in 0 00 in 0 00 in 0 000 m 0014 3 50 in 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 1 630k 1 885k k Creates Rotation about Y-Y Axis (pressures @ left & right) k-ft k-ft 3 978 k-ft Creates Rotation about Y-Y Axis {pressures @ left & right) k k 0442 k 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 k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k I Summary s^. 3 75ft x 3 75ft Footing, 120mThick, Max Soil Pressure Allowable "X1 Ecc, of Resultant "Y'Ecc, of Resultant X-X Mm Stability Ratio Y-Y Mm Stability Ratio DL+LL 3950 2,500 0 0 000 in 0 000 in No Overturning 1 559 w/ Column Support DL+LL+ST 973 1 psf 3,325 0 psf 14456 in 0 000 in 1 500 1 OOOxOOOmxOOm Max Mu Required Steel Area Shear Stresses 1-Way 2-Way Caution X(short)ecc>Widt high Actual Allowable 1 329 k-ft per ft 0 143 m2 per ft Vu Vn * Phi 8950 85 000 psi 18382 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 18 38 psi 4 43 psi 4 43 psi 4 43 psi 4 43 psi ACI 9-1 0 69 k-ft 0 69 k-ft 0 69 k-ft 0 69 k-ft ACI 9-2 8 37 psi 8 95 psi -2 32 psi 1 83 psi 1 83 psi AC! 9-2 -0 36 k-ft 1 33 k-ft 0 29 k-ft 0 29 k-ft ACI 9-3 5 38 psi 5 75 psi -1 49 psi 1 18 psi 1 18 psi ACI 9-3 -0 23 k-ft 0 85 k-ft 0 18 k-ft 0 18 k-ft Vn ' Phi 170 00 psi 85 00 psi 85 00 psi 85 00 psi 85 00 psi Ru/Phi 10 5psi 20 4 psi 10 5 psi 10 5 psi As_Req'd 0 14m2 0 14m2 0 14m2 014m2 per ft per ft per ft per ft I DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Dsgnr Description Scope Job# Date 1039AM, 26 JAN 07 Rev 560100 _^ User KW 0602938 Var561 25-Oct 2002 General(c)1 983 2002 ENERCALC Engineering Soflware *-»**• KSICTI Analysis & Design Page 2 LI \hescobedo\shared\13 -other \1egol and pirdle Description Retail Cart Shade Structure - Int Pad Footing Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures AC1 Eq 9-1 AC I Eq 9-2 ACI Eq 9-3 Left 39496 000 59315 000 000 Right 39496 97307 593 15 1,36229 87576 Top 39496 26091 593 15 36528 23482 Bottom 394 96 psf 260 91 psf 593 15 psf 365 28 psf 234 82 psf ACI Factors (per ACI applied internally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST seismic = ST* 1 400 1 700 1 700 1 100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0750 0900 1 300 UBC 1921 27"1 4" Factor UBC 1921 2 7 "09" Factor 1 400 0900 PH. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 (760) 966-6355 FAX (760) 966-6360 Email, dsi@surfdsi.com i > i i SHFFTNO I / OF CAICIII ATEDRY 14^ HATF 1 | O/ mFHKFD HY DATF RHAI F j . 1 7" A woe ^ ^ ^ _ \ • .) J* ' / \ I > \, l^i i ^ [••Q \ C -*— « |i - ^_ - S -t f) 4 *^- r -f ., t i • ^ \ - F— R -Wftf (p^n (2, W ft(v\t 'M'^t11 i \i^ / \* f \ L-TT7^ a"*« V i2rp' =( \ ^ HT-t, JOB. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com SHEET NO CALCULATED BY. CHECKED BY SCALE __ OF __ DATE. __ DATE. C.ONC T ' Pi - ro \: TRV r\ =. F, (CB7-(?' Pi - 51 * DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Dsgnr Description Scope Job# Date 91QAM, 26 JAN 07 Rev 560100 User KW 0602938 Ver 5 6 1 25 Oct 2002(c)J963 2002 ENERCALC Engineering Software Pole Embedment in Soil Page 1 u \fiescofjedolshafedH3—olheiMegoland pirale Description Retaining Concrete Ramp Curb - Unrestrained Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint 300 00 pcf 2,500 00 Psf 1 000 12000 in Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom 51 00 Ibs 6670ft 0 00 #/ft 0000ft 0000ft I [ ismiLsidms^m^xsssLMJiiiLtapSummary J. Moments @ Surface Point load 34017ft-# Total Moment 340 17 ft-# Distributed load 0 00 Total Lateral 51 00 Ibs Without Surface Restraint Required Depth 1 978 ft ^T— " Press® 1/3 Embed Actual 200 00 psf Allowable 19784 psf DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB. SHEET NO __2.0 CALCULATED BY. CHECKED BY SCALE SOUTH - u/F, C - J.VO* IV33 A V r 0.3^7 C|i33^) V: y b (1) ,M (p r I I/O* -a > \ioO /, OK X-uj. U-JQ l- Z. 009C • •fr- —1_J o LU LL U3 ONI 3IOAVS NNHQ ''1AIV 9002/6 1./St '6Mp luoizepuoj CAPT/^N CjtANKf'-S Rev 560 WO User KW-0602938 Ver 5 6 1 25 Oct 2002 (c)1903-2002 ENERCALC Engineering Software Description ^ID$ ^OOT|f\j Title Dsgnr Ef Description Scope Beam on Elastic Foundation £, (w/EQ) Job # *- - Date 1000AM, 6 FEB 07 Page 1 \\server3\users\epelerrnan\legoland - pirate s General Information Beam Span 38 000 ft Depth 24 00 in Width 75 00 m Left End Fixity Free Right End Fixity Free Load Combination DL+LL+ST Elastic Modulus 3,122 0 ksi Subgrade Modulus 231 00 pci 1 Gross 86,400 00 m4 Beta 5 133 Loag^FactormQ Dead Loads 1 200 Live Loads 1 000 Short Term Loads 1 000 Overall Factor 1 000 Deflections Calc'd using Unfactored Loads Rotations Calcd using Unfactored Loads Soil Pressure Calc'b using Factored Loads Point Loads Dead Load #1 061k #2 0 86 k #3 3 02 k #4 0 86 k #5 0 61 k SSiiaufflfcaMIgiaiiigaHSSsiSsaJiiitiaiiiisiSMSi Max Shear 5 86 k at Mm Shear -587k at Max Moment 10 34 k-ft at Mm Moment -8 59 k-ft at Max Rotation 0 00000 rad at Mm Rotation 0 00000 rad at Rotations Calc'd using Unfactored Loads Deflections Calc'd using Unfactored Loads Soil Pressure Calc'd using Factored Loads Live Load Short Term Load Location 452k 644k 3500ft 484k 300 k 484 k 452k 3 496 ft Defl a 0 008 in 34 503 ft Defl b 0 008 in 34 504 ft Max Defl 0 00 in at 22 952 ft Mm Defl -0 01 m at 11096ft MaxSP 275 01 psf at 26 904 ft Mm SP 0 00 psf at 360k 10080ft 124k 19000ft 360k 27940ft 6440k 3450ft R a 0 00 k R b 0 00 k 0 000 ft Ma 0 00 k-ft 38 000 ft Mb 0 00 k-ft 38 000 ft Theta a 0 00000 rad 0 000 ft Theta b 0 00000 rad Title • Dsgnr £-£> Description Job# Date 1000AM, 6 FEE 07 Scope Rev 560100 User KW 0602938 Ver 56 1, 25-Oct-2002 (c)13g3 2002^ENERCALC Engineering Software Beam on Elastic Foundation Page 1 \\server3\usefs\epelermarAlegolana pirata s Description FOOTING (w/WIND) 1General Information 1 Beam Span Depth Width Left End Fixity Right End Fixity Load Combination Point Loads Dead #1 #2 #3 #4 #5 38 000 ft 24 00 in 75 00 in Free Free DL+LL+ST Load 061 k 086k 302k 086k 061 k -™s™***stfse*«ai&s&&t^tf&BtEttaiBH*»ata5^&i4S Elastic Modulus Subgrade Modulus I Gross Beta »t&«£WS3:iaB!S£a3««S«KWB»5» • Live Load 452k 484k 300 k 484 k 452k 3,1220ksi Load Factoring 231 00 pci Dead Loads 1 000 86,400 00 in4 Live Loads 1 000 5 1 33 Short Term Loads 1 000 Overall Factor 1 000 Deflections Calc'd using Unfactored Loads Rotations Calc'd using Unfactored Loads Soil Pressure Calc'd using Factored Loads Short Term Load ' Location 1 15k 3500ft 365k 10080ft 533k 19000ft 3 65 k 27 940 ft 1 1 50 k 34 50 ft Summary Max Shear Mm Shear Max Moment Mm Moment Max Rotation Mm Rotation 5 48 k at -5 68 k at 1005k-ft at -2 92 k-ft at 0 00000 rad at 0 00000 rad at 18848ft 18999ft 1 9 000 ft 23 560 ft 38 000 ft 0000ft Defla Deflb Max Defl Mm Defl MaxSP MmSP 0 004 in 0004 :n 0 00 in at 0 000 ft -001m at 19000ft 201 21 psf at 19000ft 0 00 psf at 0 000 ft Ra Rb Ma Mb Theta a Theta b 000 k 000k 0 00 k-ft 0 00 k-ft 0 00000 rad 0 00000 rad Rotations Calc'd using Unfactored Loads Deflections Calc'd using Unfactored Loads Soil Pressure Calc'd using Factored Loads DUNN SAVOIE INC. STRUCTURAt-ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi com L£60*-ftnO SHEET NO OF_ DATE. DATE. '/If/07 El P£ FOOT I hU? b M £.HT - 1 I1 - i-i D L (b)(2 7'' DUNN SAVOIE INC. STRUCTURAL ENGINEERS SHEETNO—_ 908 S Cleveland Street CALCULATED BY OCEANSIDE, CA 92054 PH (760) 966-6355 FAX (760) 966-6360 CHECKED BY__ Email: dsi@surfdsi.com SCALE £pAMKV....giP£. - ANCHOR - l"77l < is* . * oo " *az. L. ^«- 1771. I | 0 w/ £ o Ui^:> ^O •io „ o'o o.• O o°o <s " o" rf o°o° o OO r? cfO „% " o^ >| o^n^ I • - So '° do .Sp ^.Sv 0-EE3Plob jj'b „ ^p1 • o°0 * JOtfp 'f?°"° Io j „• _9rf °° «?/dJl_ " ,0 * rf jrfd1 rf rf ° rf K tS "- +* S3 ri r «* C .a iirf d r 7 5 I 3 ^ n 18*d CJ - s 1? B S S - r. §§ s d S"c 1 \\\ciaLAD^oaUa M3^-CiIffl IE 27 !i \ i n From Mu to As per ACI 318 Code 60000 34 21 09 3000 1034 Mu -0 / k-ft d- Ax ~4ac A= B= C= As-|- 2a 18685 1 -1E+06 124080 60 58 "r 011 "I -0 004 in 20 96 in Page 12 of 25 ESR-1772 TABLE 5—ALLOW ABLE TENSION LOADS (For Threaded Rods Installed m Normal-weight Concrete with the SET Adhesive) THREADED ROD Dia (in) % \ 5I>B 3/4 \ 1 1V4 Area8, A Cn2) 0 1104 01963 03068 04418 06013 07854 1 2272 DRILL BIT DIA (m) ?/16 X % 7/B 1 1V3 13/B MINIMUM EMBEDMENT DEPTH, hv (inches) 1% 31/2 4V2 21/e 4V4 6 2V3 5 93/a 33/a 6V, 11V4 37/8 73/< 131/8 4'/2 9 15 55/a 11V« 183/4 ALLOWABLE TENSION LOADS1 J 3 4 5 (pounds) Based on Bond Strength of Anchors Installed at Critical Edge Distance, ccn in Normal- weight Concrete67 fc= 2,000 psi 475 2,550 2,655 1,805 4,425 4,640 1,695 6,680 8,350 3,865 10,525 11,910 4,780 12,290 16,670 5020 15,015 20,600 8,965 19,260 30,670 fc = 4,000 psi 475 2,570 2,655 1,805 4,600 4,640 1,695 8,050 8,350 3865 10,620 11,910 4,780 13,720 16,670 5020 16,255 20,600 8,965 19,260 30,670 Based on Steel Strength6 A 307, Grade C 2,105 3,750 5875 8,460 11,500 15,025 23,490 A 193, Grade B7 4,535 8.080 12,660 18,230 24785 32,380 50,620 F593, (A304 SS) 3630 6,470 10.120 12400 16,860 • 22,020 34,425 For SI 1 inch = 25 4 mm, 1 pound = 4 45 N, 1 psi - 6 89 kPa 'Allowable tension load shall be the lesser of the tabulated allowable bond strength value, adjusted by the load reduction factors from Table 4 and Figure 1 as applicable, or the allowable steel strength value Allowable bond strength loads are based on a safety factor of 4 0 Allowable tension loads based on bond strength to concrete shall be multiplied by a reduction factor for elevated temperatures as shown in Figure 1 as applicable tabulated allowable load values are for anchors installed in concrete having a minimum designated ultimate compressive strength at the time of anchor installation Linear interpolalion may be used for concrete strengths between those listed4Refer to Section 4122, Section 5 0 and Table 2 of this report for design requirements concerning threaded rods installed in normal-weight concrete witn the SET adhesive system resisting earthquake or wind loads 5Special inspection shall be provided for installations in accordance with Section 4 4 6Mmimum concrete thickness is 1 5 times the anchor embedment depth, /)„ 'Critical and minimum spacing and edge distance shall comply with Table 3 Linear interpolation for allowable loads for anchors loaded in tension may be used for spacings between S^. and Sm,n and edge distances between Ccrand Cmm as well as intermediate embedment depths Reduction factors are cumulative when two or more are applicableBSteel strencjth values are based on the following equation T = 0 33 * Fu x Ancm where T - Allowable tension load (pounds) Fu = Minimum tensile stress of threaded rod (psi) specified in the referenced standard = 58 ksi for A 307, Grade C. steel = 125 ksi for A 193, Grade B7, steel = 100 ksi for F 593 (A304 SS), where the threaded steel rod diameter is less than or equal to 5/8 inch - 85 ksi for F 593 {A304 SS}, where the threaded steel rod diameter is greater than or equal to 3/4 inch A = Tabulated nominal cross-sectional area of threaded rod (square inches) Page 13 of 25 ESR-1772 TABLE 6—ALLOWABLE SHEAR LOADS (For Threaded Rods Installed with the SET Adhesive in Normal-weight Concrete Where the Concrete Compressive Strength fc i 2,000 psi) THREADED ROD Diameter (inches) '/. v2 % % % 1 1V, Area8, A (m') 01104 01963 03068 04418 06013 07854 1 2272 DRILL BIT DIAMETER (inches) 7/,6 9/,9 % % 1 IV. 13/B MINIMUM DEPTH, hv (inches) 13/4 3'/z 41/, 2% 4V, 6 2% 5 Qlfa ;8 33/B 6% 11V4 3% 7% 13V8 4V2 9 15 55/8 11V4 183/4 ALLOWABLE SHEAR LOADS1234567 (pounds) iased on Anchors Installed at Critical Edge Distance, ccn in Normal-weight Concrete, Where f c :> 2,000 psi 1,145 1.735 1,735 1,750 2,780 2,780 3,605 4,875 4875 5295 6,310 6,310 7,085 8,385 8,385 7,630 12,545 12,545 13035 16595 16,595 Based on Steel Strength8 A 307, Grade C 1,085 1.930 3,025 4,360 5,925 7,740 12100 A 193, Grade B7 2340 4,160 6,520 9,390 12,770 16,680 26,075 F593, (A304 SS) 1,870 3,330 5,220 6,385 8685 11,345 17,730 For SI 1 inch = 25 4 mm, 1 pound = 4 45 N, 1 psi = 6 89 kPa 1 Allowable load is the lesser of the allowable load based on concrete edge distance, adjusted by the load reduction factors from Table 4 and Figure 1 as applicable, or the allowable load based on steel strength tabulated allowable load values are for anchors installed in concrete having a minimum designated ultimate compressive strength at the time of anchor installation 3Refer to Section 4122, Section 5 0 and Table 2 of this report for design requirements concerning threaded rods installed in normal-weight concrete with the SET adhesive system resisting earthquake or wind loads 'Special inspection shall be provided for installations in accordance with Section 4 4 5Minimum concrete thickness is 1 5 times the anchor embedment depth, /jv "Critical and minimum spacing and edge distance shall comply with Table 3 Linear interpolation for allowable loads for anchors loaded in shear may be used for spacings between Scrand Sm/n and edge distances between Ccrand Cm/rlas well as intermediate embedment depths Reduction (actors are cumulative when two or more are applicable7The allowable loads are based on a safety factor of 4 0 "Steel shear strength values are based on the equation V = 0 W *Fu*A,,om where V = Allowable shear load (pounds) Fu = Minimum tensile stress of threaded rod (psi) specified in the referenced standard ^ = 58 ksi for A 307, Grade C steel = 125 ksi for A 193, Grade B7, steel = 100 ksi for F 593 (A304 SS). where the threaded steel rod diameter is less than or equal to 5/a inch = 85 ksi for F 593 (A304 SS), where the threaded steel rod diameter is greater than or equal to 3/4 inch Am = Tabulated nominal cross-sectional area of threaded rod (square inches) I I I I I I I I I I I I I I I I I I I "*o ^ .0 to <f UJ X CO s 1 to r-z: LJJ o Z) 1 to LJJ 1- QL Ul Q- CC Q_ UJ CQ UJ DC LLJ CQ ^Ul S m 3 "Q < 0o:^3 o — 1 II o LOi £\j < ^ i- VCO Qo LU LO Q ™ 0 0 o T- O o V B 8 $ It^ QO 0 oCN O i ^ n < 0^s — !Z! ^ 0 Q£LJJ Oto ^ LLjrJ^o:^ o: LLJ ONl 1 — r^r7TT C_J L_J "^LL <? ^ Z)|— LJJ 0 N < CO -° — i § LLJ •g L^ i" O CO LO CN LO CD EJ S in^r CD co ^1 ™ £- CD CD O O P Sco CN cn co u: jyco m CD co ~ ^ ~, CM -d" CD CO CO-: CD i^- m h- cor: ^ co LO h- cn^ v- CM CO -^ LO .-vi ^t O "^ CO ^:^ cn o -^ T- r--ij x- cn co co i-^UJ T- T- CN CO -3- _.. cn co CM CM coSI CN co LO cn i-ri o co ^f CM T-^ •<— r- CM CO -3- nr, f* 0 CM CO CO£5 Q t- CD co en£} ^ co cn co CM^ > <" i- v- CM CO ,+. _ CO CD O t-^ ^ CO ^ CO O£2 ^ ^ T- co co^ U) T- CM CN CO rr, ,— , CD CO ^f T-S? 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ALLOWABLE WOOD COLUMN LOADS (KIPS) GOVERNING CODE 1 99 1 NDS (REVISED) • 1 I _ 1 1 1 1 1 , 1 Grade DF-L•saw Fc 1300 E(kS! 1600 ) CD S3S CM 1 100 ^Ix-Mem-heF Norn bxd 2x4 2x4* 2x6 2x6* 2x8 2x8* 2x10 2x10* 2x12 _ 2x12* Actual b 15 15 15 15 15 15 15 15 . 15 15 d 35 35 55 55 7.25 725 925 925 113 11.3 Area 525 5.25 825 825 109 109 139 139 16.9 169 4x Member x4 4x6 4x6* 4x8 4x8.* 4x10 4x10* *x!2 1x12* 35 35 35 35 35 35 35 35 35 35 55 55 725 725 925 925 113 113 123 193 193 254, 254 324 324 394 394 CF 115 1 15 1 10 1 10 105 105 "100 1 00 -100 100 1 15 1 10 1 10 1.05 105 100 100 100 1 00 Ct 100 KcE 03 c 08 Fci 625 _ — • — * Effective Length, lc (feet) 5 63 15 13 1 24 175 31 218 40 269 49 6 49 1 1 121 17 170 22 215 28 -266 34 7 39 0-& 109 4-3 16.2 4-6 211 34 263 3-5- 8 3 1 0-6 9.5 4-0 153 4-4 205 ±6 25,9 4-9 9 25 04 82 0-S 14.2 i-6 198 ±3- "254 10 20 04 • 70 1 0,6 130 e-& 190 4rO 248 44 11 17 04 60 04 117 04 18.1 6-9 24T 4rO 12 14 04 52 0-4 105 0-6 170 04 ~2T3 13 1 2 0-3 45 0-4 94 0-£ 159 0-4 "22" 4 &1 14 1 1 04 40 04 84 0-4 147 04 Til 0-6 15 0-3 3.5 04 75 0-4 135 04 202 Or6 16 OrS 04 31 04 67 04 124 Or4 19.1 04 17 04 04 2.8 04 60 £4 11.4 04 179 04 18 04 04 25 04 54 04 104 04 167 04 20 0-5 04 20 04 45 03 88 04 145 04 147 30.5 227 409 293 510 364 627 443 115 282 179 396 233 502 293 621 357 90 254 141 379 184 491 233 613 283 72 222 112 357 147 479 186 603 226 58 192 91 332 119 463 151 592 184 48 164 74 3P3 98 444 12.4 578 151 40 141 62 274 82 422 104 562 12.7 34 122 53 245 69 397 8 8 543 107 2.9 106 45 219 59 370 7.6 52.2 92 25 92 39 195 5 1 34.3 66 498 8.0 3r3 8,1 3-4 174 44- 316 $3- 472 ^Q 4^9 72 3-6 156 4-6 290 54 445 64 4-7 64 3^? 140 3^ 265 44 418 £5, 44 58 3-4 127 34 243 4-0 390 4-9 4rS 47 4-9 104 3-6 205 34 339 4-0 FOL* 33 3 3 52 5.2 68 68 87 87 105 10.5 77 12.0 120 15 9 15.9 202 20,2 246 246 • I I I I I I * indicates weak axis buckling Slendeniess Jmuts (stnked-out text are le/d >50) d 1.5" 35" max lc<50 621 146' max lc<75 93' 219' c \struct\wood\col~ldzl xls DUNN SAVOIE INC: ' ' STRUCTURAL ENGINEERS',9OS,S ( CLEVELAND ST OCEANSIDE, CA.92O54 - PH iE7BDD S6B-B355 FX e7BO),96B-B36O E-mail dsi@surfdsi corn :?• Supplemental .,' .Structural Calculations for ' - -V *• L ^ , "»' '"-* ' ~' ^ . ' '- -''-,, Legoland Pirate Shores ':- , 1 Legoland Drive ./ J .; CarlsbadrCA 92008 "7 DSI Project Np.:;07101 - Architect:- R.W: Apel: Mar .1, 2007, 1 TABLE OF CONTENTS ITEM New dome light - wood light pole footing det 14/3300 PAGE PCR1-5 (NOTE TO PLAN CHECKER NEW LJGHT POLE.CALCULATIONS CORRESPOND TO PREVIOUSLY SUBMITTED'CALCULATIONS PACKAGE DATED FEB 6,2007)"-. , - v o i i i Q CM CM CO oo CMCM O) •a tooa. 0)Eoa g H"S oo0. 0) Eo•a r-- O CMCN CM O SJ Ea> o.c CO "ro £L -2c tro Q_ <O Q OoLJJ..j cD)wOJQ OJ LEGEND 1. Finish pavement surface 2 Finish grade 3 j Refer to structural detail for concrete caisson footing and steel post base. 4 8" nominal dia round peeler pole 5 Surface mounted conduit (galvanized.) 6, Round J-box with heavy duty cover plate 7 Ark Lighting standard dome fixture on gooseneck arm (refer to electrical plans for fixture specs) 8 Decorative rope Single or double fixture, per plans D-Arc Dome light posflwg ARK LIGHTING DOME LIGHT POLE I K. E Y ) DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH (760) 966-6355 FAX (760) 966-6360 Email dsi@surfdsi.com SHEET NO Pf R Z\ ^ \ i- CALCULATED BY. LIGHT V T /\ 5' WOOD POLE. , = 4 fr \w l N J)r E I I I DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Dsgnr Description Scope PCP.3 Job# Date 3 29PM, 28 FEE 07 Rev 560100 User KW 0602938 Ver 5 6 1 25-Ocl 2002Jcjl 963-2002 ENERCALC Engineering Software Pole Embedment in Soil Description Light Pole — Pier Footing Page 1 General Information Allow Passive Max Passive Load duration factor Pole is uircuiar Diarnetfir No Surface Restraint Moments @ Surface Point load Distributed load 300 00 pcf 2,500 00 Psf 1 330 16000 ml• :* 54900 ft-# 000 Applied Loads x Point Load 61 00 Ibs distance from base 9 000 ft Distributed Load 0 00 #/ft distance to top 0 000 ft distance to bottom 0 000 ft Total Moment 549 00 ft* Total Lateral 61 00 Ibs I Without Surface Restraint I I Required Depth 2104 ft \ Press© 1/3 Embed Actual Allowable 288 17 psf 27981 psf DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S Cleveland Street Oceanside, CA 92054 Title Dsgnr Description Scope Job# Date 9 54AM, 27 FEB 07 Rev 560100User KW-0602938 Ver 5 6 1 25-Oct-2002 fc)19S3 2002 ENERCALC Engineering Software Steel Column Base Plate Description Light Pole - Base Plate General Information Loads Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section Ax,alLoad 0 17 k Section LengthSection WidthX-X Axis Moment 0 55 k-ft ^ Flange Thickness Plate Dimensions Plate Length 13 Plate Width 13 Plate Thickness 0 Support Pier Size £ vveo t mcKness 300 in Allowable Stresses 300 in Concrete fc 125 in Base Plate Fy Load Duration Factor Anchor Bolt Data P'er Length 18000in . " DisV from Plate Edge PierWdth 18 000 « Bolt Count per S,de 1 Summary j Tension Capacity Bolt Area l**'**JfffffiWiVffi?P±ima"^ PSstd 8 625 in 8 625 in 0 322 in 0 322 m 2,500 0 psi 36 00 ksi 1 330 1 250 in 2 6100 k 0 306 m2 Plate Length Insufficient for Bolts ' Concrete Bearing Stress Bearing Stress OK Actual Beanng Stress Allow per ACI31 8-95, A3 1 = 03'f'c*Sqrt(A2/A1)' Allow per AISC J9 29 3 psi Partial Bearing LDF 1,381 2 psi 1 ,61 1 3 psi Bolts in Tension Plate Bending Stress Thickness OK Actual fb Max Allow Plate Fb 21,5594 psi 35,910 0 psi Tension Bolt Force Bolt Tension OK Actual Tension Allowable 0215 k 6 100 k u. I I I cD) 'w0)o Wc CO Q> .C CO 0 0)_o> to *J(0oQ_ U_ CD O x00 TO0)_c CO £ •§} I- — nt -J— ~w cT 0oo .3?Q- ^ C/) 9/4 Z/4 to LOCD COCO01 CDh- CN LO CD inCD inh-coen oCDIs-CN CO•^rCD