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Home My WebLink About2101 COSTA DEL MAR RD; ; CB061835; PermitV 10-19-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061835 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant 2101 COSTA DEL MAR RD CBAD Tl Sub Type COMM 2165900100 Lot# 0 Status $75,70200 Construction Type 1111 Applied Reference # Entered By LA COSTA RESORT 486 SF OFFICE Plan Approved TO BATHROOM, 932 SF CONVERT ROOF/DECK, 650 SF WAFER Issued Inspect Area Plan Check* Owner PENDING 06/27/2006 JMA K S L LA COSTA RESORT CORP 50-905 AVENIDA BERMUDA LA QUINTA CA 92253 K S L LA COSTA RESORT CORP 50-905 AVENIDA BERMUDA LA QUINTA CA 92253 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 $454 16 $000 $295 20 $000 $000 $1590 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 04 1 93) License Tax (4304 1 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FE.ES $000 $000 $000 $000 $1,10358 $1,01868 $000 $000 $000 $000 $12500 $2000 $41 50 $000 $000 $000 $000 77 $3,074 02 Total Fees $3,074 02 Total Payments To Date $3,074 02 Balance Due $000 BUILDING PLANS _v^_ IN STORAGE ATTACHED Inspect! FINAL APPROVAL 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 statute of I'tnitations has previously otherwise expired 'PERM?T APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT INFORMATIONCose* ;27./2006 001 33 I EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Description of Work 2 . CO"NIA{jJT^PERSON (ifWfelfent'from a| Lot No Subdivision Name/Number Unit No Phase No Total # of units State/Zip Telephone # Fax ttName Address City 3 APPLICANTS: fJJ Contractor Q Agent :for Contractor Q Owner!i|h Q Age_nt for Ovyner Name :4 •, PROPERTY OWNER r'; r£>\— Name Address 7/ml "Address £*->{ City Nil:. : ' ''"- ' City State/Zip State/Zip Telephone # Telephone # • COMPANY NAME • :?!': :«;•: '^"::' '"" ":=1:H. ' "; (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6 WORKERS' COMPENSATION ~,,,<^,,,~,, • • ,-„ ~, I ;..B;S:; ,JB. Jtf. ";•;;..; ;'":";;"" ,; .:«:.,:• '• .> '.SK. " ,^JiSSfc Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l 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 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 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 perm t 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 T" OWNER-BUILDER DECLARATION*- ••-...,; ;,4 • ^L ' ,i -In- ""**" " •--I'.. -4..: =° * %:'h" I hereby affirm that I am exempt from the Contractor s License Law for the following reason 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale)V_fEQ I, as owner of the property, am exclusively contracting with licensed contractors to construct ihe 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) l~l 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 O YES I~|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 the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _____ 5 I will provide some of the work, of work) I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE DATE COMPLETETHIS SECTION FOR^/V6yWr7fS«ferV7Z4rBUltrSNG PERMITS ONLY fl • "^ Is the applicant or future building VSccupant 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? Q YES [_] NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES l~1 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? l~l YES l~l 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 8 CONSTRUCTION LENDING AGENCY Z3F' - """" "; ,:.,J • f' "! •^<iii:''}J I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER S ADDRESS 9":::' APPLICANT-CERTIFICATION "'l" :,.:.«l, .\,:::U,,: . .vi.:-- . , :l.s, :i;k '"""', *«•"•• 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 City 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 thjj bi|ilojl\ig Official under the provisions of this Code shall expire by limitation and become null and void if the building or work days from the date of such permit or if the building or work authorized by such permjt is suspended or abandoned (Section 106 4 4 Uniform Building Code) authorized by such permit is not co at any time after the work is com APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance Permit# CB061835 Type Tl COMM LA COSTA RESORT 486 SF OFFICE TO BATHROOM, 932 SF CONVERT ROOF/ Date Inspection Item Inspector Act Comments 04/19/200789 Final Combo - Rl 04/19/200789 Final Combo PD AP 03/23/2007 15 Roof/Reroof PD PA 02/08/200717 Interior Lath/Drywall PD AP AP ON 2/8/07 02/08/2007 84 Rough Combo PD AP AP ON 2/6/07 01/03/200721 Underground/Under Floor PD AP Monday April 23 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 04/19/2007 Permit* CB061835 Title LA COSTA RESORT 486 SF OFFICE Inspector Assignment PD Description TO BATHROOM, 932 SF CONVERT ROOF/DECK, 650 SF WATER SLIDE TOWER Type Tl Sub Type COMM Job Address 2101 COSTA DEL MAR RD Suite Lot 0 Location APPLICANT K S L LA COSTA RESORT CORP Owner K S L LA COSTA RESORT CORP Remarks Phone 7604702486 Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By SHAWN Entered By CHRISTINE Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV020692 PCR02289 PCR03017 PCR03059 PCR03073 PCR04193 PCR04212 CLOSED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED II-MOI.I) AND II LLCjAI. CONST (ROOF I.A COS I A RL'SOK'I /MOVTD WALLS & KF.V1SF LIGIITING (S CLUUHOUSI:' HTNF.SS LA COS I A RF.SORT RL'VISF. F.LL'CTRICAl. PLANS LA COSTA Ki::SORT-Rl:V LOCKF.R RM PLANS-I'HS I-TO LIIAVF. I-IVAC AS IS LA COS I A R1-SORT& SPA-MOVING WALLS LA COSTA RHS IAURAN r-DF.FF.RRl-:D TRUSS SUUM1TI AL AND RLV STRUCT LA COSTA RI-STAURANT-RI-VISI- PLUMB F.LLCT& MECHANICAL Inspection History Date Description Act 03/23/2007 15 Roof/Reroof PA 02/08/2007 17 Interior Lath/Drywall AP 02/08/2007 84 Rough Combo AP 01/03/2007 21 Underground/Under Floor AP Insp Comments PD PD AP ON 2/8/07 PD AP ON 2/6/07 PD EsGil Corporation In Partnership with government for (Building Safety \ DATE October 16, 2006 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O61835 SET V PROJECT ADDRESS 2101 Costa del Mar PROJECT NAME La Costa resort New Rest Room and Water Slide Tower [| 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 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 OK to issue with applicant replacing sheets TS, A2 0, A3 0, A4 0, A5 0, A6 1, A4 1, A7 0 & A7 1 Set II with the new sheets TS, A2 0, A3 0, A4 0, A5 0 & A6 1 marked Set III and A4 1, A7 0 & A7 1 marked set IV Received one set only New Set will be Set V. XI Applicant will remove all design references to White Water IND from plans By Bryan Zuppiger Enclosures Extra Set II Esgil Corporation GA D MB D EJ D PC LOG trnsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnership -with (government for (BuiUing Safety DATE October 11, 2O06 aj\PJEyCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O61835 SET IV PROJECT ADDRESS 21O1 Costa del Mar PROJECT NAME La Costa resort New Rest Room and Water Slide Tower 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 XI The applicant's copy of the check list has been sent to Jeff Davis 1917 India Street San Diego, CA 92101 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 Jeff Davis Telephone # (619) 233-8740 Date contacted/<?// ^l&^fyA ) Fax # (619) 233-8741 Mail Telephone ^axt-/ 'n Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporationn GA n MB n EJ n PC 10/04/06 trnsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, Cal\fornia92l23 + (858)560-1468 *• Fax (858) 560-1576 Carlsbad O61835 October 11, 2OO6 Please make all corrections on the original tracings, as requested in the correction list Submit three 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 Corporal ion only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 2 Provide complete foundation plans and structural plans for the construction of the slide tower and expanded roof deck—Include with tho structural plans supporting calculations to show code compliance—Design and construction details have been provided The design requires special inspection for a number of items as listed on sheet S1 0 The attached special inspection program form must be completed and signed by the engineer of record The address, plancheck number and owners name are blank There was no response to this item. 3 NOTE you have included some details for the proposed slide These were prepared by Whit Water West Ind Remove these from the plans or provide complete design engineering and construction details if the slide structure is part of these plans and permit This will be a left- over item. 11 Provide complete plumbing plans, including b) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lenglhs UPC Section 610 0 Calculations were not a part of this submittal. Carlsbad O61835 October 11, 2OO6 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Please specify the expiration date of license (California Business and Professions Code) This will be a left-over item. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 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 Bryan Zuppiger at Esgil Corporation Thank you Carlsbad O61835 October 11, 2OO6 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 061835 Job Address or Legal Description 21O1 Costa del Mar Owner Address You are hereby notified that in addition to the inspection of construe! ion provided by the Building Department, an approved Registered Special Inspector is required to provide conimuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad O61835 October 11, 2O06 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 10635 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect sSeal & Signature Here Signed 1 List of work requiring special inspection O Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry n Designer Specified C] Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofmg D Other 2. Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above. A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site EsGil Corporation1* In Partnership with government for (Buibfmg Safety DATE September 28, 2OO6 a APPLICANT JURISDICTION Carlsbad /a PLAN REVIEWER a FILE PLAN CHECK NO 061835 SET III PROJECT ADDRESS 2101 Costa del Mar PROJECT NAME La Costa resort New Rest Room and Water Slide Tower 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to Jeff Davis 1917 India St, San Diego, CA 92101 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 Jeff Davis Telephone # (619) 233-8740 Date contacted wl^ (by ife') Fax # (619)233-8741 <*--/' ^Mail Telephone Fax '-"In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 09/20/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 <> San Diego, California 92123 + (858)560-1468 + 1-ux (858) 560-1576 Carlsbad O61835 September 28, 2O06 Please make all corrections on the original tracings, as requested in the correction list Submit three 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 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 2 Provide complete foundation plans and structural plans ior the construction of the slide tower and expanded roof deck Include with the structural plans supporting calculations to show code compliance Design and construction details have been provided The design requires special inspection for a number of items as listed on sheet S1 0 The attached special inspection program form must be completed and signed by the engineer of record The address, plancheck number and owners name are blank. 3 NOTE you have included some details for the proposed slide These were prepared by Whit Water West Ind Remove these from the plans or provide complete design engineering and construction details if the slide structure is part of these plans and permit This will be a left- over item. 6 Specify on the new stair details rise and run of the treads The response was " See stair sections sheets 1,4/A7 0 and 3/A7 1" These section did not show the rise and run of the proposed stair treads Revised sheets A7.0 & A7.1 were not a part of this submittal. PLUMBING 11 Provide complete plumbing plans, including a) Complete dram, waste and vent plans Please show the cleanouts at the end of the line at the left of diagram b) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC Section 610 0 Calculations were not a part of this submittal. 12 Detail how floor dram trap seal is to be maintained UPC Section 1007 0 (floor dram trap priming) A detail was not a part of this submittal. Carlsbad 061835 September 28, 20O6 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Please specify the expiration date of license (California Business and Professions Code) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 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 Bryan Zuppiger at Esgil Corporation Thank you FROM McCabe Harris ' SEP-26-2006 10'14 I Ciy/isbad O61835 September 28, 20O6 FAX NO 619-233-8741 ESGIL CORP. Oct 12 2006 11 09AM P5 958 560 1576 P 005 City of Carlsbad""•• ~ *' ""^P^BMMlHBBrtBMHgMiBMM^^^MIlii^^flEcBiiKpg Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 061835 Job Address or Legal Descriptipn 2101 Costa del Mar OwnerLl C 6> i ^ K * Jo rt Address ^tal C • J t IL ' P You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector kre in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to kccept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) FROM MeCabe Harris FAX NO 619-233-8741 Oct 12 2006 11 10AM P£ FROl JWaCafoe * ftOO'J IIMAI, FAX NO r j-sp. 12 #35 Li^.<-N...RcL^t ««ilb0fftii«r«0 Lifit of work reqoJrinfi »p«ctoi inspection: 9o«l» Compflartce PHor to Pountfatton Inspection W Structural Cwar&t« Over »900 fii^ . Dutte® of tha npwolai infipdCAora fnr the work itatetf *bOV«,' EsGil Corporation In (Partnership with government for Quitting Safety DATE 7/28/06 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O61835 SET II PROJECT ADDRESS 2101 Costa del Mar PROJECT NAME La Costa resort New Rest Room and Water Slide Tower 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 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 Jeff Davis 1917 India St, San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed 2<] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Jeff Davis Telephone # (619) 233-8740 Date contacted 7/3\pto&fif>& Fax # (619)233-8741 Mail Telephone Faxi/ln Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 7/20/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O61835 7/28/06 Please make all corrections on the original tracings, as requested in the correction list Submit three 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 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code Architectural plans must be signed by the architect. 2 Provide complete foundation plans and structural plans for the construction of the slide tower and expanded roof deck Include with the structural plans supporting calculations to show code compliance Design and construction details have been provided. The design requires special inspection for a number of items as listed on sheet S1.0. The attached special inspection program form must be completed and signed by the engineer of record. 3 NOTE: you have included some details for the proposed slide. These were prepared by Whit Water West Ind. Remove these from the plans or provide complete design engineering and construction details if the slide structure is part of these plans and permit. 6 Specify on the new stair details rise and run of the treads The response was " See stair sections sheets 1,4/A7.0 and 3/A7.1" These section did not show the rise and run of the proposed stair treads. DISABLED ACCESS REVIEW LIST Show how you intend to provide disabled access to the slide tower The plans show no ramp or elevator The site plan shows you intend to provide a different slide that will be disabled accessible. This concept for access to the tower slide must be approved by the building official. Carlsbad 061835 7/28/06 MECHANICAL 11 Provide mechanical ventilation in the new rest rooms, capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant UBC, Section 1202 2 1 See sheet A4 0 The response was "deferred submittals" Def err ring the mechanical must be approved by the building official. PLUMBING 12 Provide complete plumbing plans, including The response to the plumbing corrections was " deferred submittal". This must be approved by the building official. a) Complete dram, waste and vent plans b) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC Section 610 0 c) Show water heater size, type and location on plans UPC, Section 501 0 13 Detail how floor dram trap seal is to be maintained UPC Section 1007 0 (floor dram trap priming) 14 Show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 510 5 15 Show P & T valve on water heater and detail dram line route from P & T valve to the exterior UPC Section 608 4 16 Show 1/4" per 12" slope on dram and waste lines UPC Section 708 0 END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 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 Chuck Mendenhall at Esgil Corporation Thank you Carlsb'ad 061835 7/28/06 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 061835 Job Address or Legal Description 2101 Costa del Mar Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or 1C BO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad 061835 7/28/06 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER:OWNER'S NAME I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 10635 Signed I, as the engineer/architect of record, certify that 1 have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer s/Architect s Seal & Signature Here Signed 1. List of work requiring special inspection G Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting H3 Prestressed Concrete Q Expansion/Epoxy Anchors n Structural Masonry Q Sprayed-On Fireproofmg d Designer Specified D Other 2. Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site EsGil Corporation In Partnership with government for 'Building Safety DATE 7/11/06 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O61835 SET I PROJECT ADDRESS 2101 Costa del Mar PROJECT NAME La Costa resort New Rest Room and Water Slide Tower 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 wilh the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck IXI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I 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 Jeff Davis 1917 India St, San Diego, CA 92101 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 Jeff Davis Cl/i^V Telephone # (619) 233-8740 Datee^M^7//J?0 (by ijf) Fax # (619)233-8741 MaiU-^Telephone-x' Fax—^In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 6/29/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego. California 92123 * (858)560-1468 4 Fax (858) 560-1576 Cai-lsbad 061835 7/11/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 061835 OCCUPANCY A3 TYPE OF CONSTRUCTION III 1HR JURISDICTION Carlsbad USE Rest Rm&Water Slide Deck ACTUAL AREA slide deck=650 ALLOWABLE FLOOR AREA no change STORIES slide = 2 HEIGHT slide deck=20ft approx SPRINKLERS'? No OCCUPANT LOAD slide deck =9 REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 7/11/06 DATE PLANS RECEIVED BY ESGIL CORPORATION 6/29/06 PLAN REVIEWER Chuck Mendenhall 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 access for the disabled 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, Fire Department or other departments Clearance from Ihose departments may be required prior to the issuance of a building permit Code sections cited are based on the 1997 UBC 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 To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e, plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot Carlsbad O61835 7/11/06 Please make all corrections on the original tracings, as requested in the correction list Submit three 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 1 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 2 Provide complete foundation plans and structural plans for the construction of the slide tower and expanded roof deck Include with the structural plans supporting calculations to show code compliance 3 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building/Plumbmg/Mechanical Codes and the 2004 edition of the California Electrical Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC 4 Provide a note on the plans indicating whether any hazardous materials will be stored and/or used within the new equipment building which exceed the quantities listed in UBC Tables 3-D and 3-E 5 Show on the elevations of the slide tower that the opening for the future slide will be closed with temporary guardrail 42" high 6 Specify on the new stair details rise and run of the treads DISABLED ACCESS REVIEW LIST 7 Show how you intend to provide disabled access to the slide tower The plans show no ramp or elevator Carlsbad 061835 7/11/06 8 Expand the site plan on sheet TS to show the location of the disabled accessible parking and the path of travel from the parking to the proposed improvements 9 Show that the water closet is located in a space, per Section 1115B7 2, which provides a) >48" clear space in front of the water closet This applies to the water closet enclosure in the men's rest room shown on sheet A4.0 10 Show that stairways occurring outside a building comply with Section 1133B as follows a) The upper approach and all treads shall be marked with a strip of contrasting color as follows i) >2" in width n) Placed parallel to and <1" from the nose of the step or landing in) The strip is required to be as slip resistant as the treads of the stairs • MECHANICAL 11 Provide mechanical ventilation in the new rest looms, capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant UBC, Section 1202 2 1 See sheet A4 0 PLUMBING 12 Provide complete plumbing plans, including a) Complete dram, waste and vent plans b) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC Section 6100 c) Show water heater size, type and location on plans UPC, Section 501 0 13 Detail how floor dram trap seal is to be maintained UPC Section 1007 0 (floor dram trap priming) 14 Show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 5105 15 Show P & T valve on water heater and detail dram line route from P & T valve to the exterior UPC Section 608 4 16 Show 1/4" per 12" slope on dram and waste lines UPC Section 708 0 END OF REVIEW Carlsbad O61835 7/11/06 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 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 Chuck Mendenhall at Esgil Corporation Thank you Ca'rlr-bad O61835 7/11/06 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Chuck Mendenhall BUILDING ADDRESS 2101 Costa del Mar PLAN CHECK NO 061835 DATE 7/11/06 BUILDING OCCUPANCY A3 TYPE OF CONSTRUCTION III-1HR BUILDING PORTION rest rm Tl New roof deck slide tower Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 486 932 650 cb Valuation Multiplier 31 00 31 04 4878 By Ordinance Reg Mod 7 7 « VALUE ($) 15,066 28,929 31 ,707 75,702 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review 12 I I Repetitive Fee^~] Repeats Complete Review D Other i—I Hourly D Structural Only Hour Esgil Plan Review Fee Comments $445.16 $289.35 $249 29 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ffl DAT! ADDRESS *2-l&t RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR «$ 10,000.00) PLAZA CAMINO REAL CADIfiBA COMPANY STORES VILLAGE FAIRE LETB OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE BUILDING DEPT. Carlsbad Fire Department COPY Plan Review Requirements Category TI, COMM Date of Report 07-03-2006 Reviewed by Name Address Permit # CB061835 Job Name LA COSTA RESORT 486 SF OFFICE Job Address 2101 COSTA DEL MAR RD CBAD ^fWSfcilfcB8B«"*li»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 CON0001500 [MET] PROJECT HAS BEEN REVIEWED ' 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 07/03/2006 By GR Action AP McCabe Harris 1917 India Street #B San Diego, CA 92101 619.233.8740 August 11, 2006 Mr Pat Kelly City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re La Costa Resort & Spa^New-Restroom & Watershde Tower at the Clubhouse, 2101 Costa del&AafRd Plan check pdfnber 06-1835 Dear Pat We request that you review this issue again as we can not figure out why disabled access is required to the water slide As previously stated, Exception 3 2 of UBC section 1103B 1 states Chapter 11B Part 2 Title 24; California Code of Regulations 76 November 1.2002 SECTION 1103B - BUILDING ACCESSIBILITY 1103B.1 General. Accessibility to buildings or portions of buildings shall be provided for all occupancy classifications except as modified or enhanced by this chapter Occupancy requirements in this chapter may modify general requirements, but never to the exclusion of them Multistory buildings must provide access by ramp or elevator In new construction of buildings and only where elevators are required, pursuant to Section II03B 1, and which exceed 10,000 square feet on any floor, an accessible means of vertical access via ramp, elevator or lift shall be provided within 200 feet of travel of each stairs and each escalator In existing buildings that exceed 10,000 square feet on any floor and in which elevators are otherwise required pursuant to Section 1103B I, whenever a newly constructed means of vertical access is provided via stairs or an escalator, an accessible means of vertical access via ramp, elevator or lift shall be provided within 200 feet of travel of each new stairs or escalator EXCEPTIONS 1 This section shall not apply with respect to stairs used solely for emergency egress 2 Floors or portions of floors not customarily occupied, including, but not limited to, nonoccupiable or employee spaces accessed only by ladders, catwalks, cra\vl spaces, very narrow passageways or freight (nonpasssenger) elevators, and frequented only by service personnel for repair or maintenance purposes such spaces as elevator pits and elevator penthouses, piping and equipment cahvalks and machinery rooms Stair stripping shall be required on stairs 3 The following types of privately funded multistory buildings do not require a ramp or elevator above and below the first floor 3 1 Multistoried office buildings (other than the professional office of a health care provider) and passenger vehicle service stations less than three stories high or less than 3,000 square feet (279 m2) per story 3 2 Any other privately funded multistoried building that is not a shopping center, shopping mall or the professional office of a health care provider, and that is less than three stories high or less than 3.000 square feet (279 m2) per story if a reasonable portion of all facilities and accommodations normally sought and used by the public in such a building are accessible to and usable by persons with disabilities The stair tower only serves 2 water slides and is less than 100sf in area In addition, there is an accessible slide for disabled kids in the same vicinity Granted it is not 26' tall, but it is accessible and safe for children to navigate It appears that the intention is that a small floored office building can be exempted, that a water slide should also Waterslide Accessibility, La Costa Resort Page 2 of 3 In addition, Section 1111B requires accessibility to the recreational areas of hotels CALIFORNIA ACCESS COMPLIANCE REFERENCE MANUAL DIVISION OF THE STATE ARCHITECT Chapter 11B Part 2 Title 24 California Code of Regulations SECTION 1111B- ACCESSIBILITY FOR GROUP R OCCUPANCIES HI IB. I General. Group R Occupancies shall be accessible or adaptable as provided in this chapter Public-use and common use areas serving adaptable guest and/or dwelling units shall be accessible See also the general accessibility requirements as listed in Sections 11I4B I I and HUB EXCEPTION When the enforcing agency determines that compliance with any regulation under this section would create an unreasonable hardship, an exception shall be granted when equivalent facilitation is provided 1I11B.3 Recreational Facilities. When recreational facilities are provided, including swimming pools, they shall comply with Sections 1104B 4 3 and 1I32B 2 However, I think Section 1104 B 4 3 is the critical in showing that accessibility is not required at all to water slide The intent is that a safe means of ingress and egress is provided to the pool area only CALIFORNIA ACCESS COMPLIANCE REFERENCE MANUAL DIVISION OF THE STATE ARCHITECT Chapter 11B Part 2 Title 24 California Code of Regulations 1I04B.4 3 Participation areas. Participation areas shall be accessible to parsons with disabilities, including the following listed and similar activity areas 1 Tennis, racquetball and handball courts 2. Gymnasium floor areas and general exercise rooms 3 Basketball, volleyball and badminton courts, and bowling lanes 4. Swimming pool deck areas must be accessible, and a mechanism to assist persons with disabilities in gaming entry into (he pool and in exiting from the pool shall be provided Such a mechanism may consist of a swimming pool lift device as long as thejtevice meets all of the following criteria 4.1 Have a seat that meets all ofthefollowingj 4 1.1 The seat must be rigid,] '4.1.2 The seat must be notlless than 17 inches (423 mm) and not more than 19 inches (483^ mm)j 'inclusive of any cushtoned.\surface that might be provided, above the pool deck^ '4.1.3 The seat must have tho armrests The armrest on the side oftheseatby which accesses gained shall be either removable or fold clear of'the seat,'. _ _ y. / 4 The seat must have a back support that is at least 12 inches (305 mm) tall,'. 4 1.5 The seat must have an occupant restraint for use by the occupant of the seat, and the restraint must meet the standards for operable controls in compliance with Section *IU7B 6-4j '4 2 Be capable of unassisted operation from both the deck and water levels \ '4.3 Be stable and not permit unintended movement when a person is getting into or oul of the seqt^ '4.4 Be designed to have a live-load capacity of not less than 300 pounds \ _ 4.5 Be positioned so that, ifthepool_has_water of different depths, it will p'lacejhe operqtorjnto water that is at least three feet (914 mm)'deep'' __ __ __ __ •^.A°w?rJ^£.P£€r?^^^ This refers to the pool and deck area only as requiring accessibility The description of the swing operation also implies that the mechanism must be safe to the user for entering and exiting the pool without assistance Requiring access to a situation that is potentially dangerous to an inambulant user appears to be the opposite of the code's intention Getting a user to the top might be feasible, but safely stopping them at the bottom is tricky The requirement to have the disabled enter the pool in at least 3' feet water is also becoming a conflict with our requirement that the water at exiting the slide not be too deep for small children to stand However, the design does meet all other accessibility issues such as contrasting warning stripes, handrails on both sides, proper nosing and slip resistance, etc This allows the stair to be accessible for most disabled patrons, just not for wheelchair access As previously mentioned, though, there is a slide that is wheelchair accessible Watershde Accessibility, La Costa Resort Page 3 of 3 In addition to all of the California Building Codes sections stated above, THE FEDERAL REGISTER. Vol 67, No 170, dated September 3, 2002 exempts watershdes and the catch pool from accessibility requirements I have attached an excerpt from it and can email you the entire document if you need it We request that you review this issue again and the above code sections If you have any further questiojjs^please give me a call Tom McCabe, AIA flcCabe Harris, Inc Cc I/Chuck Mendenhall, Esgil Corporation Ray Williams, KSL Resorts Jim Waples, KSL Resorts 56378 Federal Register/Vol 67. No 170/Tuesday, September 3, 2002/Rules and Regulations access in larger pools in the final rule Tins should give designers additional flexibility in (..housing between the various means of access An appendix note recommends that where two mea.ns| of access into the water are provided, different means are recommended Exception I Small Poo/.s Witli Less Than 300 Uwnr l'"f-et of Pool Wall Exception 1. permits public or common use swimming pools with loss than SOU linear feet of pool wall to only provide one accessible means of entry by eithei a swimming pool lift or a sloped entry Comment A commenler suggested that Kxroplion 1 should bo modified to refer lo pool wail thai is jvaiiaoie t'oi entry into the pool They explained that pool walls a I diving areas and pool decks where, there is no available pool entry because of landscaping or adjaceflT structures should not be counted when determining the number of accessible means of entry required Hesponsc Exception I is intended to provide small pools with relief from providing more than one accessible means of entry It was not intended for large pools thai could limit, the locations of entry with landscaping or other structures from requiring additional accessible means of entry Kxception 2 Pools Wliere Accass If; Limited tn Una Area Kxceptiou 2 has been added to the final rule and permits wave action pools, leisure rivers, sand bottom pools, and other pools where user access is limited to only one area, lo provide one accessible means of entry by either a swimming pool lift, sloped entry, or a transfer svslem (Miritiinnt Commenters from speciality pool operators rind leisure river designers expressed concerns for .safely, where there is wave action or moving wntor, when providing additional accessible means of entry in these unique water environments Wave action pools typically provide a large ared of zero grade entry, where everyone enlers the water Providing an accessible ineuns ol entry along the high walls could be. very dangerous Leisure' rivers .ire constructed to provide a sale area where staff ( an assist individuals into the current, at one location to control a< cess to and from the moving water /-Jespo/ise hi response to the safety concerns provided by designers and operators of these moving water experiences only one accessible means of entry is required in the final rnlu. when user access is limited lo one area Fvception ,V Ctilch Pools OCOTII jecifyException 3 exempts catch pool these requirements, provided that an f\' eh I1"accessible route connects to the catch pool edge Comment The proposed rule did not include any specific requirements for access to water slides Comments on the proposed rule and the draft final rule supported not requiring access to the top of water slides Response An exception has been Ided to thermal rule exempting water tides from accessibility aee AUAALT" (5J tbj (vj lo oe consistent with / Ihe < plso i Comment The proposed rule did not :pecify the location of a pool lift 'ommenters with disabilities and individuals who work in environments where people with disabilities use pool lifts expressed concern that pool lifts may be placed in areas where the water dcpth would not permit assistance m the water if needed Comments on the draft final rule supported the requirement for a pool lift to be located in a water depth of 48 inches or less whenever possible Commenters also gave examples of when the location of a pool lift should be allowed in an area >, water slide exception, the final ru"!e / where the water depth is greater than 48 exempts the catch pool at the / inches isoharge area of a water slide from / Response The final rule requires a providing an accessible means of entry / pool lift to be located where the water or exit from the catch pool, provided / level does not exceed 48 inches Two that an accessible route connects to th/ exceptions have been added to die final ' catch pool edge "Section '!.'> ti .1 Wtllttng Pools This section requires at least one accessible means of entry into each wading pool The means of entry must be a sloped entry Comment The proposed rule required the means of entry into wading pools to be either a sloped entry, transfer wall, or a transfer system The proposed rule also sought comment on the appropriateness of providing a transfer wall or other transfer system as a means of access into a wadmg pool Several commonters expressed concern about the potential dangers to children that may use the transfer walls or systems inappropriately for play or diving Response The final rule limits the accessible means of entry into a wading pool to a sloped entry only Examination of the different means of access into wading pools found zero grade entry to be the most appropriate and cuirently most provided means ol entry Section '1584 Spas This section requires at least one accessible means of entry into spas The means of entry must be a pool lift, tiansfor wall, or transfer system An exception allows for five percent, hut not. less than one spa, where spas are provided m a cluster, to be accessible No substantive comment was received and no changes have been made to this section m the final rule Section 7-i #'7 Poril Lifts This section provides the technical requirements tor pool lifts Section 15 8 5 1 Pool Lift Location This provision requires pool lifts to be located where the water level does not exceed 48 indies / rule in response to comments received I Exception 1 permits the use of pool lifts V at any location where the entire pool has a depth greater than 48 inches Exception 2 permits pools with multiple pool lift locations to provide at least one where the water depth does not exceed 48 inches Section 15852 Seat Location This section requires the centerhne of the seat, when m the raised position, to be located over the deck and 16 inches minimum from the edge of the pool Additionally, the deck surface between the centerhne of the seat and the pool edge must not have a slope greater than 1 48 Comment The proposed rule required the centerhnc of the seat, when in the raised position, to be located over the deck and 20 inches minimum from the pool edge Comments from lilt manufacturers expressed concern about the 20 inch minimum distance They elaborated on the difficulties associated with providing a lift that places the user away from the pivot point of the lift a distance of 20 inches Additionally, they commented that aquatic lifts with the centerlme of the seat at least 20 inches away from the pool edge may not clear the footrest over the curbing or pool edge provided on some pools Response Based on the concerns of Commenters, the distance measured from the centerhne of the lift seat lo the edge of the pool has been reduced from 20 inches to 1(> inches minimum The location of the seat in relation to the edge of the pool is especially important to facililale safe transfers The Board is concerned about locating the seat either over the water or too close to the deck edge for safety reasons This provision has been modified to address design limitations and incorporate the STRUCTURAL CALCULATIONS FAMILY POOL IMPROVEMENTS LA COSTA RESORT & SPA CARLSBAD, CA Prepared For: KSL LA COSTA RESORT DEVELOPMENT MEC Project Noj Q61L Date Issued: 7/19/06 Revision Dates: Prepared By: McNEFF ENGINEERING & CONSUMING A P K < .11 • F s s i u \ A i CORPORATION; 1991 VILLAGE PARKWAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 mcneffengmeermg@sbcglobal net (LBol? MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 - Fax (760)479-9837 JOB 0(*L\ U COSTA SHEET NO OF 15 CALCULATED BY_ CHECKED BY _ SCALE _ "7 DATE ur. vr oust. ..IT. 5 MS .4,4 _ su\c>e OKirt..vJr; 110 f KfE ......... 3,0 \ 5 PRODUCT 2M I (SmgleSbtEBI 205-1 (PaMllll McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 • Fax (760)479-9837 JOB.Ptoll SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. V3 *\ PRODUCT 204-1 (SinglE Shaft) 205-1 (Pidded) MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel (760) 479-9838 • Fax (760)479-9837 JOB. SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. V -K5A\\_Tb WAtu SWPS ^:*|Z - iSOi^ I, /STl>: * ltt PRODUCT 2041 (SuigtE Steels) Z05-1 (MM) McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas,CA92024 Tel (760) 479-9838 - Fax (760)479-9837 JOB.PfcU SHEET NO . CALCULATED BY CHECKED BY SCALE OF DATE. DATE. i .JOIST -£^-f.... -..j- ™- jpt.- ... PRODUCT 2M 1 (angle SUMS) 2DS-1 (Partite!] MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel (760) 479-9838 • Fax- (760) 479-9837 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. DL= L= l\' SPM£ M= LL= w= EJ= R= t TL= no TM MA= HJ= VA= DL= L= Af= w= no*) = LL= o. /.ID R= = (70 TJX IT - J -2.A DL= 170 AT= W= LL= r,_ t'Z- TL=Til L-1D I - ?10DUCT OJ I lln* •i'lPfKI Vf. I i McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax- (760) 479-9837 JOB, SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. DL= 10 LL=TL= w= ? ~ -M (wif R= = HI B-l use. 4* to ' DL= rjo LL=TL= w=> nrr n" x 2-.OE M= R= B-l.DL= L= M= LL=TL= W= o >ciD R= PROOUIH W i 'c.innlp ^PPKI P0 McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel. (760) 479-9838 • Fax. (760) 479-9837 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. DL= t B L= \ M= AT=LL= R= MA= VA= M-CB-1 DL=LL= MA= VA= DL= Hh AT= Cb^ £SA£, "TO LL= M=* 1-01 /, R= MA= VA= PRODUCT rOJ i iSm-ili- ^IPPI^I /OS I 'Pwl-ti McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel. (760) 479-9838 • Fax (760) 479-9837 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. B-f DL= 10 L= M= >= R= AT= W= LL= (OO TL= B-S DL=LL= w= A. J-^ R= fsu 1= B DL= L= M= AT= W= LL=TL= MA= R=VA= PRODUCT !U i iSmnl* ShwW ?nc. i (P MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATIO N 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 • Fax (760)479-9837 JOB. SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE, PRODUCT 204 1 (Singlt Steelsl 205-1 (ClSltel) McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 • Fax- (760) 479-9837 JOB. SHEET NO .\o OF_15 CALCULATED BY_ CHECKED BY SCALE DATE. DATE. ~6 [500 i 'i -•* ._.. ft --=. ..20 PflODUCT 204-1 (Single Steels) 205-1 (Padded) McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 • Fax (760)479-9837 JOB. SHEET NO.\\OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. t wn oDF L-A.TOTAL.. «j_ „. .a __ . UvOetz. \4eis -.t^ 10.1 *\ jjL f A- PRODUCT 204-1 {Singli Steels) 205-1 {Ridded) MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel (760) 479-9838 • Fax (760)479-9837 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. PRCDUCT 204-1 (Single ShMls) 205-1 (Pldded) McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 • Fax (760)479-9837 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. ¥~i" r**^ "" ~ " "* ->±4 ? ^ I - ^ /" ' '^> r* /S.-:lt v! J.f\ -i- .T.iU..- * rt-%- PRODUCT 204 I (Single Shuts) J05-1 (Pl4W) McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encmitas, CA 92024 Tel (760) 479-9838 • Fax- (760) 479-9837 SHEET NO i!d OF U>L CALCULATED BY CHECKED BY SCALE DATE. DATE. ft o ..Ti use *rt>.5k raooucrax i (Smgitstnsis) 205-1 (Piott) McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel (760) 479-9838 • Fax- (760) 479-9837 JOB. SHEET NO .OF_J£. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. ^ L7T....: ?<8" T. e. PRODUCT 2M 1 (SinglE Sheas) ZOS-1 (PjlWri) A .Y CM N2 MSA N1A co Me N5 N4A McNeff Engineering & Con i M VICNEFF La Costa Family Pool Slide Tower MF Key - Tower Moment Frame July 11, 2006 at 5 46PM ' Tower MF 2 r2d W14X26 COXin in mCOCOX COXin mXin inCOCOI COXm inXin mCOCOX W14X26 W 14X26 CDXin inXin inCOCOX COXin inXin inCOCO X CDsinXin mCOCOX 7777' _McNeff^ngineermg & Con M MCNEFF La Costa Family Pool Slide Tower MF Member Sizes July 11, 2006 at 5 47PM Tower MF 2 r2d .Y -1 2k -1k -1 2k - 36k/- N4A • Loads BLC 1, DEAD McNeff Engineering & Con M MCNEFF La Costa Family Pool Slide Tower MF Dead Loads JulyJ V2006 at 5 45PM Tower MF 2 r2d .Y IZ..L.X -8k fe - 66k/ffl N2 N1A "TC1 -7k -8k TTT N5 N4A Loads BLC 2, LIVE McNeff Engineering & Con i M MCNEFF : La Costa Family Pool Slide Towei MF Live Loads July 11, 2006 at 5 45PM Tower MF 2 r2d .Y lz_ 1 2k 1 2k 1 35k N1A N5 N4A Loads BLC 3, SEIS R \ McNeff Engineering & Con i M MCNEFF La Costa Family Pool Slide Tower MF Seismic Loads July 11, 2006 at 5 45PM Tower MF 2 r2d Company McNeff Engineering & Consulting Designer M MCNEFF Job Number Q (c. 24 La Costa Family Pool Slide Tower MF July 11, 2006 541 PM Checked By _ Global Sections for lumber Cacs _5__________ __ Max Internal Sections for Member Calcs " ! 97 Include Shear Deformation Yes [Merge Tplerancejin) f IP-Delta Analysis Tolerance 12 0 50% ; Hot Rolled Steel Code :AISC LRFD2nd :Cold Formed Steel Code NDS Wood Code JNDS Temperature i Concrete Code ! AISI 99 ASD ! i NDS 91 ASD i I |< 100F:ACI 1999 Ntjmber of Shear Regions I Region Spacing Increment (in) .Concrete Stress Block ! Use Cracked Sections Rectangular !Yes I Bad Framing Warnings No j Unused Force Warnmc Yes General Material Properties 1 Label GEN TUBESTEEL 2 i GEN BEAMSTEEL E [ksi] 29000 29000 _ __ 11154 Therm (\1E5F) 65 De.n_S!ty[k/ftA3] 49 11154 65 :__ 49 General Section Sets ._Labej_ GEN1 Shape RE4X4 Material Beam ;GEN_fUBESTEEU I (90.270) fm41 21 333 i (0.180) [m4] 21 333 Member Primary Data Label 11, M1 i 2 ' -: M1A 3 M2 4 ! M3 ! ! 5 : M3A 6 - .; . M4 i 7 M5A : 8 ! ' M5 9 ! M6 I Joint N1 i :'N1A i N2 i N4 : N4A : N5 : N1A ! N2 : N3 J Joint N1A - N2 N3 N4A N5 N6 N4A N5: N6 Rotate(deg) Section/Shape ! COL , COL COL •-• " ! COL < I COL i COL BEAM i BEAM i BEAM Design List Tube Tube Tube Tube h Tube Tube Wide Flanae Wide Flanqe Wide Flanqe Type Material Beam HR_TUBES Beam IHR_TUBES Beam IHR_TUBES Beam (HR TUBES Beam IHR TUBES Beam IHR TUBES Beam IHR BEAM Beam :;HR_BEAM Beam HR_BEAM Design Rules! RuleSet 1 '• RuleSet 1 i ! RuleSet 1 \ i. RuleSet 1 "\ ;- RuleSet 1 i \ RuleSet 1 i Default i •• Default i i Default ! Member Advanced Data Label I Release J Release I Offset[m] J Offset[m] T/C Only Physical TQM InactiveM1 . . . . -n 2 i 3 i 4 ; 5 I6 : 7 i 8 ; 9 i JM1A : \ M2 : M3 ; : "':. : MSA M4 ' ! M5A i i M5 • ;" • ! M6 : ;.-: ,-.: . -. !. ^. • : : : i J : j -•! - -I .I : ! : ; I ., , •. i i ! i l \ ! ^ T-'~~ •-•T " ~'~ -"' "• ' ' "• -~ RISA-2D Version 60 [C \ \ \ \MEC Design\2006\0621 La Costa Family Pool\calcs\Tower MF 2 r2d] Page 1 ^Company McNeff Engineering & Consulting Designer M MCNEFF Job Number 0511 La Costa Family Pool Slide Tower MF July 11, 2006 541 PM Checked By _ Joint Coordinates and Temperatures \ 1 ! I 2 ! 1 3 ! 4 ! ! 5 i I 6 \ ' \ 7 \ \ 8 ! , Label N1 ' N1A ' N2 ; ' N3 N4 N4A •"; : N5 N6 X[ft] 0 0 0 0 125 125 125 125, Y[ft] i 0 ; 11 '- - •' : 22; 40 •• ... :i I 0•• 11 . 22 40 Temp [F] 0. • • * - -o i 0 ! <,-• -'0 0 ! -,. ••--;0"~- 0 0 ? i Joint Boundary Conditions Joint Label 1 N12! •;• •. N4 X [k/m] Reaction : '; Reaction i Y [k/m] Reaction Reaction Rotation[k-ft/rad] ! Reaction ?" i Reaction Joint Loads and Enforced Displacements (BLC 1 : DEAD) Joint Label 1 N3 2 ./; N6 •'- L.D.M L "M " . L Direction Y Maanitude[k,k-ft in.rad k*sA2/ft] -1 2 Y | -.;-: -<: ..'. ,'L-| 2 , '' Joint Loads and Enforced Displacements (BLC 2 : LIVE) Joint Label 1 N32 -i • N6,;,:f L.D.M L L ''- Direction Y Y Magnitude[k.k-ft in.rad k*sA2/ft] -8 - 8 * ' '' ' Joint Loads and Enforced Displacements (BLC 3 : SEIS R) Joint Label 1 : N2 2 ; N5 3 N3 4 i N6 L.D.M: L •I • • . - L ':' ' L ". .•'•'•'• L ""••'• • ' ~ Direction X :>. WA X X Magnitude[k.k-ft in.rad k*sA2/ft] 1 35 1 35 ' 1 2 •12- '.rl ., . Jo/wf Loads and Enforced Displacements (BLC 4 : SEIS L) Joint Label 1 N2 2 N5 3 N3 4 I N6 • ;•' L.D.M L L L : - ., , L > • .- Direction X X X X Maanitude[k.k-ft in.rad k*sA2/ft] -1 35 -1 35 -1 2 -• ' -12'.- Member Point Loads (BLC 1. DEAD) Member Label 1 M6 Direction Y Magmtude[k.k-ft] -1 Location[ft.%] 625 ! Member Point Loads (BLC 2 : LIVE) Member Label I 1 M6 Direction Y Maanitude[k.k-ft] -7 Location[ft.%] 625 RISA-2D Version 60 [C \ \ \ \MEC Design\2006\0621 La Costa Family Pool\calcs\Tower MF 2 r2d] Page 2 ^Company McNeff Engineering & Consulting Designer M MCNEFF Job Number 0511 La Costa Family Pool Slide Tower MF July 11,2006 541 PM Checked By _ Member Distributed Loads (BLC 1: DEAD) 1 Member Label, M5 Direction Y _Start Magmtude[k/ft.d End Magmtude[k/ft.d .; -36 : -_36 Start Location[ft,%] 0 _EndLg_catipn[fL%]_- Q i Member Distributed Loads (BLC 2: LIVE) J/Lember Label Direction Start Magmtude[k/ft.d End Magmtude[k/ft.d Start Location[ft,%] End Location[ft.%] M5 i Y ' _ -66 ; ^66 | 0 . J Q J Basic Load Cases ^T i. 2 3 ! 4 BLC Description DEAD LIVE -**• ' SEISR SEIS L"; Cateaory X Gravity Y Gravity Joint Point ! None ! None - ; None : I ••• None '-, !, : \ 2 : 1 Distributed 1 i ' 2 1.1 : 1 4 I; ,4 i , • • Load Combinations 1 2 3 4 5 6 : 7 ' 8 L_9 1C? Description Solve PD SR BLC ^20+1 6UYes Y ; 1 1 2D+5L+1 jYesi Y :, \ TV 12D+5L-1 OEYesi Y i i 1 09D+1 OEJYesi Y I i 1 09D-1 OE iYes1 Y ! i 1 DL ,!•• ! ' i- 1 LL i ; : 2 •SEIS R ! ! i 3 - SEISL • I . i 4 CCTU ate^ i Factor BLC 1 2 2 V1 2 1 2 9 9 1 1 '•1 2 2 3 4 Y 1 iu.Z- Factor 1 6 '5 5 - 1 BLC Factor BLC _3_ , 1 4 1 ^ i ' 1 : -1 . . I- • .' '•• Factor BLC Factor BLC Factor BLC Factor BLC Factor ! || ! | i • •> •• : • .1 • '. i ... • - i ' ! i p.s i, ^.$, •:; , 1 i- . I- ' • . • •; " i ! : : I *"• •- ! • !, • ': ' !' - !1 ; ; ' i '!•','< I- \' ' : 1 Joint Deflections (By Combination) LC 1 i 1 2 i. 1 3 1 4 !-, 1 5 1 ' 6 i 1 7 ! 1 81-1 Joint Label N1 ! N1A - i N2 i ' ' N3 ••:.'! N4 N4A-'.. '. - "' \ -•• N5 I X[m] 0 -. : 0 0 ..:: 0 ^ -, 0 0 0 ! - :- •' N6<;. : i'1 ,,:" 0 <•• " Y[m] 0 -009 -017 ~ -022 0 -009 -017 -022 Rotation [rad] 0 1 481 e-4 -1 704e-3 " .-27176^4 0 -1 4816-4 . 1 704e-3 2717e-4 Joint Reactions LC Joint Label 11! N1 I 2 .. 1 " !• - - :. -' - N4 : ,3 1 i Totals ! 4"i 1' -U ; ^ COG(m " : X[k] ! - 042 ! I • 042 i 0 X 6 25 YFkl 1318 , 1318' 2636 Y 27 299 MZ [k-ft] i 153 ! -153 - :! | : • '• •• | Member Section Forces I 1 r-2 i 3 LC ! 1 i ! | Member Label M1 :,'• Sec Axialfkl 1 13 2 I 13 3 : 13 18 18 18 Shear[k] 042 042: 042 Moment[k-ft] 153 036 -08 RISA-2D Version 60 [C \ \ \ \MEC Design\2006\0621 La Costa Family Pool\calcs\Tower MF 2 r2d] Page 3 1 Company McNeff Engineering & Consulting Designer M MCNEFF Job Number 0511 La Costa Family Pool Slide Tower MF July 11,2006 541 PM Checked By _ Member Section Forces (Continued) 4 5 LC I Member Label • Q : 4 '• 5 AxialFkl 1318:; ! 1318 : Shearfkl •'" 042 042 Momentrk-ftl -197 ' • :-1 -314 M1A .13-18 -452 -T483 • 7 2 i 1318 !-452 -238 1318 --452 1 006...9 ; • 4 10 i : " ••••"-.. , . , ,. •.-..•• .j 5 11 i 1 M2 11 1318 I 1318 388 -452 . 225 l -452 •'- v 3495 i -217 -2431 M2-I- . ; ' ' ' I • 2 • >: 388 i' -217 -1 453 I 13 388 -217 -475 I 14 i 15 ! 16- ! 17 : ! ' "' •I - 1 1 • , M3 '" | •• 4 : 5 1 ! 2 ' 388 388•1318 v; 1318 ', -217 -217 -:• -042 .: -042 502 1 48 -153 -03617 I 18 19 i ' 20 .T i 21 1 2~2 " : 23 24 . , 25 i 26 ! ;1 •*>-.. : 27 l 28 29 30 ! 31 i 1 i 32 33 -34 .I: ! 35 I ! 36 1 ' ! 37 ! 38 i 39 40 i • ' !•.-.>- ! 2 1318 ' >.- I 3 • • ; ' 1318 4 1318 '••'• :- -5 1318 MSA 1 1318 -t .: ! 2 ; : 1318 ' 3 1318: .. ' ! 4 / M3 18 5 1318 M4 - ;- 1 ,:• ,388 2 388 "' '•••'•• ;>~ 3 388 : 4 388 ! -5i:i' . - 388 M5A 1 - 495 <-*:' • 2 ,-; ' • • -495 3 - 495 - - "4 • -495 '•'••- 5 - 495 M5 ".'-><, I? 235 2 235 •-•\ • &• I 3' ! : •• 235: 4 ; 235 '; ••. 5' ^^ 235 •-• j- -042 "*-•'• -042 -042 •^:" -042' '- ; 452 "452 452 '- 452 452 ' •' -;i: 217 •: 217 217 217 -i'. 217 0- '.;•. o .- :.:;" 0* -o 0 93 465:, :•' 0, -465 -93 -036 i: 08 ' -' ' 197 314 1 483 r 238 -1 006 i' -2 25 -3495 2431 1 453 '475 -502 -148 1 169 1 169 1 169 1 -A 169 1 169 .': 5926 -15871 -23 137 -15871 5926 41 1 I M6 217 1 16 i 42 I -.. "':' ' - " . :';• -•- ! -2 - •'• 217 / ". ! 43 ! i 3 217 " 1 16 -1 16 _148_ -2 145 44 45 4_ 5 217_ 217 -1 16 -5 "-"' -2 11 48 Member LRFD Steel Code Checks (By Combination) 1 2 3 4 5 6 7 8 9 LC Member 11! M1 "\ 1, i'-- M1A i 1 ' M2 • 1 I M3 1 j MSA - ! Ml -- M4 1 ! MSA i i 1 :"': M5 ':'• '• i 1 M6 Shape HSS55X55X6; HSS5 5X5 5X6 i- HSS5 5X5 5X6 HSS5 5X5 5X6 ! HSS55X55X6: HSS55X55X6J W14X26 ! W14X26 ; W14X26 ; UCMax 039 110 069 039 110 069 016 304 • 077 Loc[ft] Shear DC1 11 F odo^ 11 :i! o ; '• f-j ! 11 ' : vo j:: 9375 . h625 ! ! 625 ! 005 002 000 _Lpc[ft].._ 0r "-6 0 0 005 0 002 • 0 000 0 097 .- 0 012 0 phi*Pnc[kJ_ 204 837 p_hi*Pnt[k] phi*Mn[k-ft] Cb 284 533 45 063 1 204 837 ! 284 533 i 45 063 ' 1 129899 284533 i 45063 1 204 837 ! 284 533 ' 45 063 1 204 837 129899 84491 . 84 491 84491 284 533 45 063 1 284 533 : 45 063 1 346 05 76 45 1 34605 i 7645 1 34605 ! 7645 : 1 Eqn H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b RISA-2D Version 6 0 [C \ \ \ \MECDesign\2006\0621LaCostaFamilyPool\calcs\TowerMF2r2d] Page 4 Company Designer Job Number McNeff Enc M MCNEFI 0511 meermg & Consulting La Costa Family Pool Slide Tower MF July 11, 2006 541 PM Checked By _ Global ! Display Sections for Member Calcs iMax Internal Sections for Member Calcs Include Shear Deformation • Merge Tolerance (in) P-Delta Analysis Tolerance Hot Rolled Steel Code I Cold Formed Steel Code •"•• ;• NDS Wood Code INDS Temperature 5 97 Yes 12. 0 50% AISC LRFD2nd AISI99 ASD '. NDS 91 ASD <100F - I Concrete Code ACI 1999 ! Number of Shear Regions ; Region Spacing Increment (jnl Wu ; Concrete Stress Block i Use Cracked Sections 4~~" 4 ! 4 - .: Rectangular | Yes-- , ' •'. '- :J iBad Framing Warnings No ; Unused Force Warnings Joint Deflections (By Combination) LC Joint Label 1 2 ! N1 I 2 i • 2 •;'<" ' . N1A •• ' : ':h •' 3 I 2 N2 I 4 I O : • '• .' M-5 ''-A. , - I 5 I 2 N4 6 ! ' 2 N4A ,. , I 72 N5 I 8 i 2 ' ! ' :- : N6 : ! X[m] 0 677 ': 1441•) ae;i 0 677 1441 2851 Y[m] 0 " «• 002 i 0 '•"'.:(! •' ~ ' 0 -012 '•"•,. -02 • : . .. - - 025 Rotation [rad] 0 -1 302e-3 -2 174e-3 -8 fifi^f-4 0 ' .r1 453e-3 -4 363e-4 -4 85e-4 „, Joint Reactions 1 i •2 ! 3 ' • 4 • I LC 2 i 2 2 ••.:.•- Joint Label N1 N4 ": '•"•" i :' Totals I '. COG ffl) - ; ' • ! X[k] -2624 -2 476 • -51 X 625 Y[k] ! -2 848 i •, i;;' 17603 -'-1 i 14 755 i i Y 28 38 i MZ [k-ft] 15059 i ; 14903;' j .'•••, ; Member Section Forces LC Member Label Sec Axial[k] Shear[k] 12 M1 i 1 ! -2848 ! 2609 2 I , :. "••''•' : 2 ; -2848 2609 3 ! ! 3 : -2848 2609 4 ! < •- i 4 - -2848 / : 2609 5 i 5 -2848 2609 : 6 i 2 ; ' . M1A •••"-; ! , 1 • ' • f 1 584 ! 2362 7 , i J 2 1 584 2 362 8 i I ' • 3-- I " 1 584 ., •- ;2362 9 ! ! ; 4 i 1 584 i 2 362 10 lr. - i 5 ,. 1 584 - I-'- 2362: 1112 M2 : 1 83 ! 1 099 12 - I -- 2 •' ! 83 1 099 131 13 83 1 099 14 i ! • ' ' j 4 -. 83 ••-•'- -I 1 099 15 i ; 5 83 ' 1 099 Moment[k-ft] I 15059 I; 7 883 i 707 i : -6469' . | : -13645 ! ! 13464 i 6 969 : 474 i: -e 022 ! . -12517 ! ! 9 467 i ; 452 : - 427 -I -5375 . ! ! -10322 ! RISA-2D Version 60 [C \ \ \ \MEC Design\2006\0621 La Costa Family Pool\calcs\Tower MF 2 r2d] Page 5 ' Company McNeff Engineering & Consulting July 1 1 , 2006 Designer M MCNEFF 541 PM Job Number 0511 La Costa Family Pool Slide Tower MF Checked By Member Section Forces (Continued) LC Member Label Sec '16 i 2"! 17 ! 18 !' • • I "• 19 ! ! 20 ! • -! • ' 21 I 2 22 i i ' 23 24:! 25 : 26 i 2 i 27 ! ; '28 . J1 ••. 29 ! 30 i . '- ' •' ' ' 31 : 2 ! 32 i- ' V - ••:-., , 33 i ! 34- 1,-.' ! ' ' •>. . 35 I 36 ! 2 i 37 j i 38i ' I ••:,.'..••- 39 : '.40 ! i 41 2 •• 42 i 43 , :44 I 45 ' MS ,; -i 1 : 2 ! • . "3 . 4 v?.. , ' >i~\ 5 ••;'•••• MSA 1 2 3 - • ' -4 : 5 M4 ' i 1 2 ,..> ,.-; . ,3 i 4 ,: rj! 5-'-" M5A . 1 -'• -*•;. • : 2 3 - -i 4 , 5 , M5 -viT: ' 1 2 ':'::> " i 3 4 Axial[kl 17603 17603 "-.17603: 17603 17603 'vj.. 13171 , 13171 13171 .;,'-.•) 3 171 , 13171 44 44 !: 44" 44 , •'-'• 4 4 ; -271 -271 -271 -271 -271 091 091 091 091 : ...r- ,? 5 : ••- 091' M6 1 ; • O : 3'•;•;.,, •••/. •- 4 5 106 106 ; 106 • 106 106 Shearfkl 2566 ; 2566? 2 566 2566 2 566\ 2823 2823 .• 2823 2823 2823 1 335 • 1 335 -•-••* 1 335 1 335 1 335 -4433 -4433 -4433 '--4433 -4433 755 -1 626 -4008 - - -6389 -i -877 -1 01 -1 01 -256 -2 56 -256 Momentfk-ftl * 14903 , I 7846 : 789 • -6 268 -13325 14977 7 212 -552 .. . -8317 i -16081 12 029 •? , 6022 016 ' -599 -11 996 -27 109 --13 256 596 14449 , 28301 -21 984 -20 623v -1 1 82 4424 2811 ; -10322 . -7164, •* -4007 3;995 11 996 Member LRFD Steel Code Checks (Bv Combination) LC i 1 !2 i:' 2 i 2- 3 i 2 ! 4 ; 2 Member M1 M1A M2 , , M3 5 i 2 I MSA I '6-!- 2 ! 7 ' 2 |. 8"! 2 . 9 2 ' M4' MSA M5 M6 Shape HSS55X55X6! HSS5 5X5 5X6 HSS5 5X5 5X6 i HSS5 5X5 5X6 HSS55X55X6| HSS5 5X5 5X6 W 14X26 W14X26 •-: W14X26 i UCMax LoclftJ Shear UC Loc[ft] phi*Pnc(k] 339 0 i 027 0 : 204 837 . - 303^ 232 374 389 284 371 368 158 r o i 18 • Q - I - 11 I"o ; 125 ."12 5- 1.- 125 i 025 012 027 030 014 046 092 027 i 0- I 0 ! ^ 0 ' 0 -I 0 ! o i 125 : 625 ! 204 837 ! 129899 i 204 837- ! 204 837 M29899 : 84491 J. 84 491 ! 84491 phi*Pnt[k] 284 533 284 533 284 533 284 533 284 533 284 533 34605 34605 34605 jhi*Mn[k-ft] Cb 45063 1 45 063 * 45063 ,45 063 45063 45063 7645 7645 7645 1 1 1 1 1 1 1 1 Ean .. H1-1b ! H1-1b i H1-1b •I H1-1b I H1-1b H1--1b i H1-1b ! H1-1b ' H1-1b RISA-2D Version 60 [C \ \ \ \MEC Design\2006\0621 La Costa Family Pool\calcs\Tower MF 2 r2d] Page 6 ' Company Designer Job Number McNeff Engineering & Consulting M MCNEFF 0511 La Costa Family Pool Slide Tower MF July 11,2006 541 PM Checked By _ Global .Sections for Member Gales IMax Internal Sections for Member Calcs ; 97 I Include Shear Deformation Yes Tolerance (in) IP-Delta Analysis Tolerance I 12 _ I 0 50% ! Hot Rolled Steel Code iCold Formed Steel Code !NDS Wood Code iNDS Temperature .Concrete Code : Number of Shear Regions ^Region Spacingjncrementjin) • l- i Concrete Stress Block Use Cracked Sections iBad Framing Warnings Unused Force Warnings AISC LRFD2nd AISI 99 ASD NDS91 ASD < 100F AC I 1999 4 4 Rectangular Yes ; No Yes ,, Joint Deflections (Bv Combination) 1 2 3 4 5 6 7 8 LC 4:" .-..4 r '; '' 4 : - 4- ! : 4 ! 4 4 ' 4 i'- ' '.. • i Joint Label N1 N1A- N2 N3 N4 N4A ' N5 N6 X[in]o ! -671 " ' •• f - 1 429 i 2 831 ! 0 i 672 , 1 429 283-, h Y[ml 0 004 • 006 1 006 0 t - 009 -015 -019 i: Rotation [rad] 0 ! , • -1 ^3356-3 \ -1 663e-3 -8079e-4 0 I ? -1 398e-3 i -9 285e-4 ! -5 551e-4. , ; Joint Reactions LC i 1 4 i i -2 I 4 . i : 3 ! 4 I ! 4 ,4 '"I Joint Label N1 N4 Totals COG (ft) X[k] I -2611 ! '", '-2489' ', ! -51 •i X 625 Y[k] -6595 13705 711 ••' Y 29747 MZ [k-ftl ; 149; v:;- 14834 ; i ! Member Section Forces LC 1 I 42 r 3 i 4 i . 5 6 i 4 7 : 8 : 9 : "10 i 11 ' 4 12 I 13 '•• 14 I 15 | Member Label Sec M1 1 ' 2 i 3 ••• . . - '•-•••?. 4 5 M1A : 1 2 ' ' • 3 4 , . ' • 5 M2 ! 1 ' 2 ; 3 '; 4 5 Axialfk] -6595 -6 595 -6595 -6595 -6595 ' -2 198 ' •- -2 198 -2 198 -2198 -2 198 -245 -245 -245 -245 -245 Shear[k] 2577 , 2577 2577 - 2577 2577 2 473 2473 2 473 2473 2 473 1 156 . 1 156 1 156 1156 1 156 Moment[k-ft] 149 I 7812' i 725 ! • ', -6362 i -1345 13779 6979 i 178 ! -6 622 ' -13423 10117 ! 4917 I -284 . -5484 -10685 !! ! iII!j! i i I RISA-2D Version 6 0 [C \ \ \ \MECDesign\2006\0621LaCostaFamilyPool\calcs\TowerMF2r2d] Page 7 f Company McNeff Engineering & Consulting Designer M MCNEFF Job Number 0511 La Costa Family Pool Slide Tower MF July 11,2006 541 PM Checked By _ Member Section Forces (Continued) LC Member Label ._SfiC__Axialfkl ..Shearfk]_._._M_Qmen_t[krffl • 16 ! 4 ! M3 ' -'•'• 17 ! ! 18 ! * • •'•• 19 ! i 20- k ! •• 21 ! 4 MSA- 22 : . ••• 23 , 24 I - •]', ' .. ' 25 I i 26 ! 4 -Iv .: M4 27 : ! ,28 -i i 29 : 30 i . ~ "I 31 : 4 MSA 32 |- •:: . .* 33 I ! 34 I - ' ! 35 ! ! 36 ! 4 i -- M5 ' 37 i ! •5O i .. ..., ' 39 i 40 ! • ! • • " • 41 I 4 ! M6 42 i . 43 i 44 I .-;:, •! ' . . 45 : ! I 1 i 13705 ! 2 i 13705 - 3:- : ' 13705 c 4 13705 :• : 5 - I 13705 1 I 9308 2 : 9308: 3 9 308 U ' 4 I -ft:' 9308' ' 5 I 9 308 1 • ! 3 305 2 i 3 305 : 3"V . „ 3 305 i 4 . 3305 I 5_ i '-.. 3305'' - I 1 ! -125 i 2 -125 3 -125 ,. j .4- i -125! 5 i -125 i 1 022 ! 2 022 .! • -s ; n?? 4 j 022 '5 I •' : 022 i 1 ; 043 '! •. 2 ! • - 043 ' • 3 ! 043• • i ' .4 : 043 I 5 • 043 2559 , 14834 2 559 7 797 ':-2559 , 76 2 559 ! -6 278 : 2559 '••• '• t. -13315 2668 14418 2668 7081 2 668 : - 255 2 668 -7 592 2668 -14929 1264 I 11254 1 264 5 565 1264 -124 1264 -5813 1264 --11 502 -4 397 -27 229 -4397 i -13488 -4 397 ! 252 V-4397, 13992 ;• -4 397 27 733 -1 953 -23 54 -2965 -15855 -^ Q7R I- < -^ 00.7 -4 99 : 9 006 ir6003 26182 -1325 ! -10685 -1 325 -6 544 -2 225 -2 404 1 -2225 : J 4549 -2 225 1 11 502 Member LRFD Steel Code Checks (By Combination) I 1 ." 2 3 !: 4 • ! 5: 6--. I 7 i 8 LC 4 1 4 '! 4 * 4 !• 4 ! 4 i : 4 , 4 ! ! 9 1 4 1 Member M1 M1A Shape HSS5 5X5 5X6 1 HSS55X55X6 M2 HSS5 5X5 5X6 M3 -HSS55X55X6! M3A |HSS55X55X6| '-'- M4 MSA M5 M6 HSS5 5X5 5X6 1 W14X26 W14X26 ! W14X26 I UC Max Loc[ftJ Shear DC 342 ! 0 ! 027 310 ,- ! 238 i 363 I 354 : 268 ! 363 343 :i 151 ! 0 ; 026 " 18 012 0 I- -027 11 j 028 18 !"• 013 125 ! 046 125 I 063 125 ; 023 Loc[ft]_ 0 0 0 0 0 Q,:: 0 ,125 625 phi*Pnc[k] i 204 837 204 837 129899 phi*Pnt[k]_ 284 533 : 284 533 : 284 533 ! 204837 284533 ! 204837 284533 - '129899 284533 84491 84491 i 84491 34605 34605 I 34605 ' phi*Mn[k-ft] 45 063 45063 45063 45063 45063 45063 7645 7645 7645 Cb 1 1 1 Eon I H1-1b . •I H1-1b ! ! H1-1b I 1 'i; H1-1b ' 1 1 1 • 1 1 . H1-1b ! i H1-1b • i H1-1b i i H1-1b I H1-1b : RISA-2D Version 6 0 [C \ \ \ \MECDesign\2006\0621LaCostaFamilyPool\calcs\TowerMF2r2d] Page 8 Company McNeff Engineering & Consulting Designer M MCNEFF Job Number 0621 La Costa Family Pool Slide Tower MF July 18, 2006 1047AM Checked By _ Global | Display.Sectipnjjpr Men^exCaJcs j 5 Max Internal Sections for Member Calcs ;97 Include Shear Deformation .Yes jMerge_Tolerance_{m) | P-Delta Analysis Tolerance _ ! 0 50% ! Hot Rolled Steel Code 'Cold Formed Steel Code - , NDS Wood Code [NDS i Temperature .> : •>•- .'= .-'<' I Concrete Code ; Number of Shear Regions i Region Spacing Increment (in) >; ; v. ; Concrete Stress Block [Use Cracked Sections '> - jBad Framing Warnings Unused Force Warnings ' W AISC LRFD2nd AISI 99 ASD NDS 91 ASD < 100F ACI 1999 4 L_4 ' , •' Rectangular Yes:.. ,' , "*" "• No Yes Joint Deflections LC Joint Label X [in] Y[m] : 1 : 10 N1 0 ! 0 ! 2 i : 10 N1A •"-. . '" •<-•"" 203 ; '• ' * •• ••' 015 »••: ! 3 I 10 N2 4322 022 ! .4 i • 10 ''. ' N3 •• 8552 ! ^- ' 025 •- ••• I 5 ! 10 N4 0 ! 0 ; 6 I TO ; N4A '.'•-'•"-. ; • 203 • ; -025 ! 7 I 10 N5 4322 ; -042 I 8 -i '10 i • : , - " N6 -j I :' ' 8552 ; ! - 05 Rotation Fradl -4 -4- .-; -2 -4 -3 •- -1 0 I 057e-3 ! 784e-3 258e-3- -•••••: 0 ! 208e-3 • 047e-3 856e-3 >S: 'I Joint Reactions I 1! 2 inrr; 4 '-j LC 10 ! '10 j 10 : 10 ! •• Joint Label N1 N4 : ; ,"•• TotalsCOG inr X[k] -8 143 i ' j -7157 i -153 X 6 25 - . I Y[k] -233 ! 38055 ^ - i 14 755 Y 28 38 i " MZ 45 44 Jk-ftJ 021 867 Member Section Forces (By Combination) 1 2 3 4 5 -6 7 8 9 10 11 12 13 14 15 LC 10 10 10 Member Label Sec M1 1 ' '• . • • •• ' 2, 3 : - • ' • : ' 4 5 M1A i 1 2.... , : 3 4 5 M2 ' 1 • .... ' ' •>.... 2 . 3 , 4 ' 5 Axial[k] -233 ' -23 3 - -233 •"- -233 -233 -10001 -10001 -: -10001 -10001 '-10001 -2741 -2 741 -2741 -2 741 -2741 Shear[k] Moment[k-ft] 7785 45021 j 7785 ' i '23612 7 785 j 2 204 7785 I • -19205 7785 I -40613 7547 !'• : 41 905 • <• 7547 21 15 7 547 i 395 7 547 ! -20 36 7547 i -41115 . 3 534 ! 30 963 3534 15062 3 534 - 839 3 534 >! -16 74 . 3 534 i -32 641 RISA-2D Version 6 0 [C \ \ \ \MECDesign\2006\0621LaCostaFamilyPool\calcs\TowerMF2r2d] Page 9 Company McNeff Engineering & Consulting Designer M MCNEFF Job Number 0621 La Costa Family Pool Slide Tower MF July 18, 2006 1047AM Checked By _ Member Section Forces (By Combination) (Continued) LC Member Label Sec 16 i: 10 •-, M3 " : 1 17 2 18' i' ,.,..- *" ' : •"> '- " 3 - 19 i 4 20 ; i . ! :: 5 ' 21 10 I MSA i 1 22 ' J .. - • -.••• -. - -i -2 23 I ' 324 ; 4 25 5 26 ! 10 ,• M4 • : '-., ',f 27 2 28 ! ' ' - ' ."?••• H :•• '-3 29 ! ! i 4 •30' I .> - ' ;• 5 31 10 MSA : 1 32- ..- . x r ' : <" ' • : 2 33 : , 3 34 j '" ' V- • ••^'c- ••"? i 4 \ 35 i 5 36 10 M5 1 37 ' 2 38 i " I 3 39 ! ! .4 Axialfkl 38055 ' 38055 38 055 38055 •38 '055' 24756 24 756 24756 24756 --i 24756 .7 971 7971 7971 7971 7971 -422 - 422 -422 . -' -422 -422 -084 -084 -084 -084 Shearfkl MomentFk-ftl 7 742 I 44 867 7 742 i 23 577 ;.v-,7'742 i 2286 * 7742 I -19005 7 742 I -40 295 8009 ! 43417 8009 •!•• 21 393 8 009 ! - 631 ; 8009 ; -22655 8 009 i -44 679 3769 - -k*"> 33524 •• 3769 : 16565 3-769 -T'< "'•"•••• -395 3769 -17355 3769, ; -34315 -13298 ! -82518 •,- -13298 .. ! -4096 -13298 597 -13298 j. :. -42 155^:- -13298 83713 . -726 -'/,! -72078 -9 641 ! -45 67 ••-- -12023 -v i -11 82 -14404 29471 40 -084 78 204 i 41 10 .'42 .. .. ! 43 i i 44 I 45 M6 " , -^ •':.-' f '• •- .1 •• >' -\: ' • :J 1 2 • i 3;-' 4 >- '•'•!';.• 5 013 013 013 013, 013 -4581 -4581 : -6131 -6131 -6131 : -32 641 i -18324 ', • *.- ! -4 007 ! "15154 I 34315 Member LRFD Steel Code Checks (By Combination) •• 1 !• 2 ; 3 i. 4 : 5 i 6 : 7 ! 8 9 LC 101 MO!i 10 !MO! !10! MO; MOJ MO! MO! Member M1 M1A M2 M3 MSA M4 M5A M5 M6 Shape j HSS5 5X5 5X6 |:HSS5 5X5 5X6 j HSS5 5X5 5X6 HSS5 5X5 5X6 HSS5 5X5 5X6 ! HSS5 5X5 5X6 ! W14X26 !" W14X26 I W 14X26 DC Max 1 040 "948 729 1 089 1 052 792 .: 1 096 1 023 449 Loc[ft]_ 0 0 - 18 0 11 18 : 125 125' 1.25 Shear UC 082 -''079 037 081 ' 084 040 139 '"'-175 ' 064 Loc[ft] 0 0 0 0" 0 0 0 125 625 phi*Pnc[k] 204 837 i 204 837 i 129899 1204837 : ! 204 837 : ! 129 899 84491 i 84491 ; 84491 j phi*Pntfkl phi*Mn[k-ftl 284 533 45 063 : 284 533 ; 45 063 284 533 45 063 284 533 j 45 063 : 284 533 ! 45 063 , 284 533 ! 45 063 i' . 346 05 76 45 I 346 05 : 76 45 _k 34605 7645 ! Cb 1 1 1 1 1 1 ;•••1 11 Eqn H1-1b H1Mb ! H1-1b : H1-1b H1-1b H1-1b : H1-1b I H1-1b • H1-1b RISA-2D Version 60 [C \ \ \ \MEC Design\2006\0621 La Costa Family Pool\calcs\Tower MF 2 r2d] Page 10 -1 2k -1k -1 2k Loads BLC1.DEAD ; Results for LC 6, DL • Reaction units are k and k-ft '. McNeff Engineering & Con 'M MCNEFF - 36km 54 54 La Costa Family Pool Slide Towei MF Dead Load Reactions July 11, 2006_at 5 42 PM i Tower MF 2 r2d ; .Y -8k -7k -8k ; Loads BLC 2, LIVE ! Results for LC 7, LL I Reaction units are k and k-ft : McNeff Engineering & Con i M MCNEFF i - 66k/ft -j - 1 La Costa Family Pool Slide Tower MF Live Load Reactions JulyJ 1, 2006 at 5 42 PM | Tower MF 2 r2d .X A it Loads BLC 3, SEIS R | Results for LC 8, SEIS R I Reaction units are k and k-ft 101 McNeff Engineering & Con . M_ MCNEFF_ | La Costa Family Pool Slide Tower MF Seismic Reactions _July_11, 2006 at 5 43 PM Tower MF 2 r2d .Y iZ J .X j Results for LC 6, DL ; Member Bending Moments (k-ft) McNeff Engineering & Con i M MCNEFF !0621 i i1 i 1 ~~~^--..._ __ ....••- ' -31 i j _ i -7 -59 io4 : 04 -1 0 -5 16 Q7 ; -9 i ' OD4 77777 77777 0 ft) La Costa Family Pool Slide Tower MF July 17, 2006 at 1222PM BMD - Dead Load Tower MF 2 r2d .Y ,x -1 6 .26 16 -103 ,05 01 -6 -1 6 BUT! Results for LC 7, LL Member Bending Moments (k-ft) McNeff Engineering & Con _M MCNEFF 0621 La Costa Family Pool Slide Tower MF BMD - Live Load j July 17, 2006 at 1223 PM_ i Tower MF 2 r2d .Y .Z_.X 1 17. 07 ; 24 1 '"••-t --.^ J02 -1 •77 77. -7 0 1 -24 0 1 -2 '770 Results for LC 6, DL Member Shear Forces (k) McNeff Engineering & Con La M MCNEFF j 0621 | Costa Family Pool Slide Tower MF SFD - Dead Load July 1 7, 2006 at 1225 P Tower MF 2 r2d ! .Y ,x 04 -3 41 -1 0 77777 01 -41 02 77777 ; Results for LC 7, LL ; Member Shear Forces (k) ,' McNeff Engineering & Con : M MCNEFF 10621 La Costa Family Pool Slide Tower MF SFD - Live Load July 17, 2006 at 12 24PM Tower MF 2 r2d ,Y EL: 11 1 : i / i M' / /14 i /14 1 rr U-tt "" -11 iII / I Ii ., ,.,-•-'"! )6 .,.,-""""" li> 1 -14J,.--" ^247 .,,•---""" "/14 / -133,..--'' /-273 1 i 8 /14 rr^ ' TT ; -11 i /i 247 )6 / -141 273 / -133 / 8 TT Results for LC 8, SEIS R Member Bending Moments (k-ft) McNeff Engineering & Con M MCNEFF_ 0621 La Costa Family Pool Slide Tower MF BMD - Seismic I July 17, 2006 aM2_23_PM : Tower MF 2 r2d Y _ . X i 25 : 25 ~ 77. sforLCS, SEISR er Shear Forces (k) -1 8 2 -39 i 25 ii -44 77 25 "~ 77. 2 77 Engineering & Con La Costa Family Pool Slide Tower MF JEFF ;0621 SFD - Seismic .July 17, 2006_an224PM I Tower MF 2 r2d !