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Home My WebLink About2100 COSTA DEL MAR RD; ; CB032879; Permit12-09-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB032879 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant PATRICK ASKINS 2100 COSTA DEL MAR RD CBAD Tl Sub Type Lot# $60,000 00 Construction Type Reference # LACOSTA RESORT & SPA 2000 SF TI/REMODEL & DEMO STAIRS COMM 0 NEW Owner Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ISSUED 10/20/2003 SB 12/09/2003 12/09/2003 200 BAKER ST 92626 714-641-0191 Building Permit Add! 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 $392 56 Meter Size $0 00 Add'l Reel Water Con Fee $25516 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1260 PFF $000 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $660 32 Total Fees $660 32 Total Payments To Date $000 Balance Due $660 32 0602 12/09/03 0002 01 02 660=32 Inspecto FINALAPPROVAL Date 3 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 limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT INFORMATION K-HS, CoS\ib FOR OFFICE USE ON PLAN CHECK NO C/ EST VAL O<D0 Plan Ck Deposit Validated Date ,vJ Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use #of StoiDescription of Work 2 CONTACT PERSON (if different from applicant) SQ FT # of Bedrooms # of Bathrooms Name Address 3 APPLICANT. D Contractor Q Agent for Contractor;; Q Ovvger City^-Agent for Owner State/Zip Telephone # '7*4 64/L, Fax # Name Address City State/Zip Telephone # Mame • Address City State/Zip Telephone tt S CONTRACTOR -COMPANY NAMES T .2" - ..'."' jf'' (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 ...:. ' ,"' ' '':r' ...,.'. ';.• SMi:. ^ lE;:^. Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [3 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 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE "f" OWNERlBUlLdER C)ECLA*RATIONf"' T if^' •" - ?- l;^- 1 hereoy affirm that I am exempt from the Contractor s License Law for the following reason 10^ 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) f~l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 0 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES flNO 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^but I h^e contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type 'pf work) PROPERTY OWNER SIGNATURE COMPLETE THIS SECTION FOR NOftKtSIDENTIAL BUlLDJNG PERMITS ONLY" Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? [~l YES f~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' f~1 YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' fj YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT ;« CONSTRUCTION LENDING AGENCY-" ;; i:f... ."S-.- ; '...^^"" "Vi:i,--. ;:':...... 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 "™"° .^* ' '*-'" ......mf '" "- :' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is np\ comtanencad-withiaJSO days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is (yffmjf^ed f<y a\er\ooW 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance f£> City of Carlsbad Final Building Inspection Dept- Building Engineering Planning CMWD St Lite Rfe Plan Check # Permit # CB032879 Project Name LACOSTA RESORT & SPA 2000 SF TI/REMODEL Address 21 00 COSTA Contact Person ROLAND Sewer Dist Inspected . ^ BV jS./Sft^- ,/ Inspected Bv Inspected Bv & DEMO STAIRS DEL MAR RD Phone 7609659001 Water Dist Date S/// Inspected fc^/fly Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 Approved Approved Approved 02/1 3/2004 Tl COMM Disapproved Disapproved Disapproved Comments City of Carlsbad Bldg Inspection Request For 03/10/2004 Permit* CB032879 Title LACOSTA RESORT & SPA 2000 SF Description TI/REMODEL & DEMO STAIRS Inspector Assignment PD 2100 COSTA DEL MAR RD Lot 0 Type Tl Sub Type COMM Job Address Suite Location APPLICANT PATRICK ASKINS Owner Remarks Phone 7609659001 Inspec Total Time Requested By KSL Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comment Associated PCRs/CVs CV000348 CLOSED ELEC W/OUT PERMITS @ MAIN POOL. CV990248 CLOSED POSSIBLE BLDG SAFETY VIOLATION PCR03218 PENDING LA COSTA RESORT AND SPA. ROOF OVER EXISTING COVERED WALKWAY PCR04005 ISSUED LA COSTA RSRT & SPA-LIGHTING, DESIGN REV (RETAIL 1-4) Inspection History Insp Comments PD Date Description Act 02/13/2004 89 Final Combo CO 01/21/2004 17 Interior Lath/Drywall PA PD 01/15/2004 14 Frame/Steel/Boltmg/Welding AP PD 01/13/2004 84 Rough Combo PA PD 01/08/2004 14 Frame/Steel/Bolting/Welding CO PD 01/05/2004 13 Shear Panels/HD's CA PD 01/05/2004 14 Frame/Steel/Bolting/Welding CA PD 12/30/2003 14 Frame/Steel/Bolting/Welding NR PD 12/22/2003 11 Ftg/Foundation/Piers AP PD 12/22/2003 16 Insulation NR PD 12/16/2003 14 Frame/Steel/Bolting/Welding PA PD 12/16/2003 16 Insulation NR PD WALLS PAPERWORK FROM 12/31/2003 EsGii Corporation In <PartnersKip -with government for (BuiCding Safety DATE 12/8/03 a APEH£ANT JURISDICTION City of Carlsbad Q FILE PLAN CHECK NO 03-2879 SET II PROJECT ADDRESS 210 Costa Del Mar PROJECT NAME La Costa Spa and Resort Discovery Retail -TI XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 12/1/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In <Pa.rtnersfi.ip with government for (Building Safety DATE 11/3/03 a APPLICANT JURISDICTION City of Carlsbad O-p-bs^rREVIEWER a FILE PLAN CHECK NO 03-2879 SET I PROJECT ADDRESS 210 Costa Del Mar PROJECT NAME La Costa Spa and Resort Discovery Retail - TI I I 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 Patrick Askins 200 Baker Street, Costa Mesa, CA 92626 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 Patrick Askins Telephone #• 714-641-0191 Date contacted n /«-f /o_2> (by f-Av) Fax # 714-641-0984 Mail Telephone Fax^ In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 10/21/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 City of Carlsbad 03-2879 11/3/03 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 03-2879 OCCUPANCY M TYPE OF CONSTRUCTION VN ALLOWABLE FLOOR AREA SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 10/20/03 DATE INITIAL PLAN REVIEW COMPLETED 11/3/03 JURISDICTION City of Carlsbad USE Retail ACTUAL AREA 8179sf STORIES 2? HEIGHT OCCUPANT LOAD Unknown DATE PLANS RECEIVED BY ESGIL CORPORATION 10/21/03 PLAN REVIEWER Doug Moody 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 those 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 City of Carlsbad O3-2879 11/3/O3 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 a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC 3 Please provide a complete description of the scope of work to be done under this plan review The permit application indicates a stair demo yet the plans do not show any related work? 4 UBC Section 107 2 requires the Building Official to determine the total value of all construction work proposed under this permit The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment Please provide the designer's or contractor's construction cost estimate of all work proposed 5 On the first sheet of the plans indicate • The floor area of the remodeled area, • Type of construction of the existing building, • Sprinklers Yes or No • Present and proposed occupancy classifications of the remodel area, • The story where the tenant improvement is located, • The occupant load of the remodel area(s) 6 Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered Draw the plans to scale and indicate the scale on the plan Section 106 3 3 City of Carlsbad O3-2879 11/3/O3 7 Indicate the use of all spaces adjacent to the area being remodeled or improved including the second floor 8 Show any fire rated occupancy separation walls, demising walls, shafts or rated corridors Identify and provide construction details for proposed new fire rated walls 9 Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor-ceiling assemblies or roof-ceiling assemblies 10 Identify existing walls to be removed, existing walls to remain and proposed new walls Identify bearing walls, non-bearing walls, and shear walls 11 Provide a section view of all new interior partitions Show a) Type, size and spacing of studs Indicate gauge for metal studs Specify manufacturer and approval number or indicate "to be ICBO approved" b) Method of attaching top and bottom plates to structure (NOTE Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load) c) Wall sheathing material and details of attachment (size and spacing of fasteners) d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing 12 Please indicate on the reflective ceiling plan new and existing 13 Provide a section view of the new soffits Show a) Type, size and spacing of studs Indicate gauge for metal studs Specify manufacturer and approval number or indicate "to be ICBO approved" b) Method of attaching top to the structure and lateral bracing c) Wall sheathing material and details of attachment (size and spacing of fasteners) d) Show height of the soffit from floor, soffit to roof framing or floor framing 14 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • STRUCTURAL CONCRETE OVER 2500 PSI • FIELD WELDING • HIGH-STRENGTH BOLTS City of Carlsbad O3-2879 11/3/O3 15 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 16 Please provide a soils report showing the allowable bearing pressure to be 2000# per the calculations 17 It appears interior lateral resisting components are being altered Please provide a complete lateral analysis for the alterations to the existing building 18 Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 5000# rooftop air handler unit Include all calculations and finding on the plans Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 19 Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans 20 Provide an exit analysis plan (may be 8 112" x 11" or any convenient size) Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths 21 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" 22 Detail ladder access to roof mounted HVAC equipment 23 Please provide the complete MECH energy documentation 24 Provide complete plumbing plans, including a) Revise the dram, waste and vent plans to be consistent with the isometric and show the floor drains in the restrooms b) Provide gas line plans and calculations, showing pipe lengths and gas demands UPC Section 1217 0 c) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC Section 6100 d) Show water heater size, type and location on plans UPC, Section 501 0 25 Detail how floor dram trap seal is to be maintained UPC Section 1007 0 (floor dram trap priming) City of Carlsbad 03-2879 11/3/03 26 Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112192 H &S Code, Section 17921 3(b) 27 Urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) 28 Please revise the plans to show a disabled accessible transaction counter located at a section of counter that is at least 36" long and no more than 28" to 34" high Section 1122B 4 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 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list if there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Doug Moody at Esgil Corporation Thank you City of Carlsbad O3-2879 11/3/03 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No O3-2879 Job Address or Legal Description 210 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 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 authonzed to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authonzed 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) City of Carlsbad O3-2879 11/3/03 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 inspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 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 s Seal & Signature Here Signed 1. List of work requiring special inspection PI Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting d] Prestressed Concrete CH Expansion/Epoxy Anchors n Structural Masonry D Sprayed-On Fireproofmg CH Designer Specified C] 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. City of Carlsbad O3-2879 11/3/03 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 210 Costa Del Mar PLAN CHECK NO 03-2879 DATE 11/3/03 BUILDING OCCUPANCY B/M TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 8179 cb 1 QQ4 1 IRT Ri ulrlmn Pprmit FPP : "W Valuation Multiplier 3000 3y Ordinance Reg Mod VALUE ($) 245,370 245,370 $996 24 1994 UBC Plan Check Fee Type of Review _n_Repetitive Fee ~~[^n Repeats Comments Complete Review D Other Hourly Esgll Plan Review Fee Structural Only Hour $647 56 $557.89 Sheet 1 of 1 macvalue doc DATE // City of Carlsbad Public Works - Engineering BUILDING PLANCHECK CHECKLIST PLANCHECrpNO CB 03 ~ ^2- $7 9 BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build [A Right-of-Way permit is required prior to construction of the following improvements DENIAL By CJ D D LJ Ll [] Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date ACHM FOR OFFICIAL USE ONLY NGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTAHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2741 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract CA 9200^-7314 • (760) 602-2720 • FAX (760) 602*85®® BUILDING PLANCHECK CHECKLIST SITE PLAN (Zl 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F Right-of-Way Width & Adjacent Streets B Existing & Proposed Structures G Driveway widths C Existing Street Improvements H Existing or proposed sewer lateral D Property Lines I Existing or proposed water service E Easements J Existing or proposed irrigation service Q 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards C3 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION H \WORD\DOCS\CHKLST\Buikling plancfteck CWst Forni (Generic) doc BUILDING PLANCHECK CHECKLIST 1ST D ND 3rd DISCRETIONARY APPROVAL COMPLIANCE [D 4a Project does not comply with the following Engineering Conditions of approval for Project No _ 4b All conditions are in compliance Date D DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V* x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS d 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the H WORDVDOCSlCHKLS'HBuikJing Planctieck Cklsl Form (RIDDLE HARVEY 7 12 00) doc BUILDING PLANCHECK CHECKLIST •>RD nan checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows a a a a 6c Enclosed please find your Future Improvement Agreement agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Please return 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy n GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKLST\Buildino Plancheck Cklst Farm (GENERIC 7 14 00) doc BUILDING PLANCHECK CHECKLIST 1ST D oND D 3RD D D D D D D 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for ^ D D D D D D D D D INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best "management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first / fees are attached o fees required WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service H \WORD\DOCS\CHKLST\Buitting Plancheck CUsI Form (Generic) doc |ST oND 3RD D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORO\DOCS\CHKLST\BuiMcng Planchedt CkJst Form (Generic) doc BUILDING PLANCHECK CHECKLIST A ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: H \WORD\DOCS\CHKLST\Buitting Plancheck Cktsl Form (Generic) doc D D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Types of Use Sq Ft /Units APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D 2 TRAFFIC IMPACT FEE ADT's/UNITS FEE/ADT D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 ADT's/UNITS X FEE/ADT DIST #2 DIST #3 — £ D 4 FACILITIES MANAGEMENT FEE UNIT/SO FT D 5 SEWER FEE EDU's BENEFIT AREA EDU's ZONE_ X FEE/SO FT /UNIT = $ D 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA_ ACRES FEE/EDU FEE/EDU HIGH = $- = $ /LOW FEE/AC = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet 1 of 2 Rev 7/14/00 DD DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN f)Address Phone (760)602- Type of Project & Use rtt4ab{ (Ds^Cf^t (^t/TNet Protect Density * /^ DU/AC Zoning i"^ General Plan TJj^-" Facilities Management Zone Remaining net dev acresCFD (in/out) #_Date of participation Circle One (For non-residential development Type of land used created by this permit ) Legend'|^ Item Complete Environmental Review Required: DATE OF COMPLETION 'tem Incomplete - Needs your action YES _ NO _ TYPE _ Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES NO. DATE TYPE OTHER RELATED CASES Compliance with conditions or approval9 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES _ NO CA Coastal Commission Authority7 YES _ NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) _ Coastal Permit Determination Form already completed7 YES_ If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed S D D Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993) Data Entry Completed7 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan: H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 D D 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines easements, existing and proposed structures, streets, existing street improvements nghi-of-\\a\ width, dimensional setbacks and existing topographical lines (including all side ancf rear \arc slopes) 2 Provide legal description of property and assessor's parcel number an DD DD DD D D Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO 2 Project complies YES NO_ Zoning: 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required Required setbacks Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown . Shown Shown 4 Height Required. Spaces Required. Shown Shown.5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE DATE. H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 8/01 Carlsbad Fire Department 032879 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Date of Report Fire Prevention i(760) 602-4660 Requirements Category: 10/26/2003 Building Plan Reviewed by KSLName Address City, State Plan Checker Job Name La Costa Spa Job Address 2100 Costa Del Mar 2100 Costa Del Mar Carlsbad CA 92009 Job # 032879 Bldg# CB032879 Ste orBldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements D Approved Subject to The item you have submitted for review has been approved subject to the attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards D Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FDJob# 1st 2"H 3rd 032879 FDFile# Other Agpnny in STRUCTURAL CALCULATIONS DISCOVERY RETAIL - INTERIOR Prepared for: KSL LA COSTA RESORT Prepared By: FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS Project No.: Date Issued: Revision Dates: 02030 09-30-2003 |f ~|<f -2003 7220 TRADE STREET, SUITE 120 • SAN DIEGO, CALIFORNIA 92121 FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS Structural Calculations for: DISCOVERY RETAIL Table of Contents Item Design Loads £oop $&W ttesi^fJ Floor Beam Design Col Design Foundation LftngRAt_A»LAWSU ^ 1&M$ Pages Dl Bi-fii Bl toB7 Cl to Cg Fl toF2 U-telA Design Criteria 1) Governing Codes 1997UBC 1999ACI 9th Edition AISC 2) 3) 4) Seismic Zone 4 Maximum Soil Bearing 2000 PSF Material and Design Stresses Concrete F'c = 3000 PS I Structural Steel Fy^50 KSI Masonry Block F'm = PSI Special Inspection Yes or No Steel Reinforcing Fy = Steel Reinforcing Fy = 60 KSI KSI Basic Live Loads: Roof Floors 20 PSF 50 PSF 100 PSF (Reducable) (Reducable) (Reducable)(Walk Ways) Dl 9/30/2003 DISCOVERY RETAIL #02030 DESIGN LOADS DEAD LOAD CARP PLYWOOD TRUSSES INSULATION Gyp Brd Slope Adj Misc TOTAL 1 Opsf 1 9psf 30 psf 25psf 08 psf 2 Opsf 38 psf 15 Opsf FLORESLUBMD JOB, — C O N S U LTANTS 7220 Trade Street, Suite 120 San Diego, California 92121-2325 (858) 566-0626 Fax (858) 566-0627 SHEET NO .Kl CALCULATED BY_ CHECKED BY SCALE DATE. DATE. see. I PHODUCT20II <Si«)ltStelsl2&l (Pldd.iJI FLORES LUND CONSULTANTS PRriFFc;c;inMAI FNRIWFFRR 7220 Trade Street Suite 1 20 SAN DIEGO, CALIFORNIA 92121-2325 (858) 566-0626 FAX (858) 566-0627 SHFFTMfl OF CALCULATED BY_ CHECKED BY SCALE DATE. DATE. (_BEAM DESIGN L- W- -SPAN (FT) -LOAD i I = E 1/8 WL2 MOMENT (#/1) KML REQUIRED MOMENT INERTIA (IN4 ),K= V < 1/zWL REACTION IN (#) 2700 FOR ( L/180) 3600 FOR ( L/240) 5400 FOR ( 1/360) DL .py,TL ~ L = 2.5 - = R = IIDO > " Ma = Va = DL= M = *-7| Ma = i =7^ Va = DL = Ma =( Va = V it PPCOUCT IH I (Sum Shtmi <as I if;; ".\ JOB. FLORES LUMP CONSULTANTS PROFESSIONAL ENGINEERS 7220 Trade Street Suite 120 SAN DIEGO, CALIFORNIA 92121-2325 (858] 566-O626 FAX (858) 566-0627 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. B.H DL=\1tj L= M= R= AT= W= LL= si/A TL= i / i /^ 6?I ,fc «- 1 Q 1= 12,1 DL= VA= DL= l= R= FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7220 Trade Street Suite 120 SAN DIEGO CALIFORNIA 92121-2325 [858)566-0626 FAX (858)! SHEET NO &>OF W .. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. L= M= LL= A- , 131 MA- DL= l = R= AT=LL= 3\-n TL= I tA M L= r M= "" AT=LL=TL= 1= fcy I I I I I I I I Q_ _x i?in \ r=k> a CQ \ i (A FLOFJESLUND — CON SULTANTS 7220 Trade Street, Suite 120 San Diego, California 92121-2325 (858) 566-0626 Fax (858) 566-0627 JOB. SHEET NO .-E4- CALCULATED RV CHECKED BY SCALE /V\ OF DATE. DATE_ B 2- VI1 I I L 1 i 1 f,ootC PRODUCT 2041 (Single Shcels) 205 I (Paddtd) FLOtRES LUND CO NSULTANTS JOB_ SHEET NO -B2.OF 7220 Trade Street, Suite 120 San Diego, California 92121-2325 (858) 566-0626 Fax (858) 566-0627 CALCULATED RY /\ , j CHECKED BY SCALE DATE. DATE_ MAX = = "2.0 ^ \7. i_«-i n_£-Li UJ -V- WJ 0\ \ !, C—• L- ID' V- use " ,/v/ PRODUCT 20)1 (Single Shuts) 205 I (Pidded) Title Discovery Retail Dsgnr A M Description Job # 02030 Date 8 56AM, 25 SEP 03 Scope , Rev 560100 User KW-0602950 Ver 5 6 1 25 Oct 2002 (c)1983-2002 ENERCALC Engineering Software Timber Beam & Joist Page c \myjobs\02030\02030 ecw Calculalationsj Description B-1 [Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Prllm 52 in 5 250 in 14000 ft 200 1 rruss Joist MacMil psi psi ksi 2,900 0 2900 2,000 0 1 000 Manuf/Pme No Center Span Data | Span Dead Load Live Load Results Mmax @ Center@x = fb Actual Fb Allowable fv Actual Fv Allowable ft #/ft #/ft 1900 15750 50400 Ratio = 0 7225 fj in-k ft psi psi psi psi 35820 950 2,088 6 2,890 8 Bending OK 1129 2900Shear OK Reactions [j @ Left End DL LL Max DL+LL @ Right End DL LL Max DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs Ibs Ibs Ibs Ibs Ibs 1 ,496 25 4,788 00 6,284 25 1 ,496 25 4,788 00 6,284 25 Ratio OK n m| -0192 in in ft 1,1854 -0615 3704 -0808 9500 2822 Title Discovery Retail Dsgnr A M Description Scope Job #02030 Date 1 05PM, 25 SEP 03 Rev 560100 r\ User KW-0602950 VerS6 1 25 Oct-2002 Timber Beam & JOISt Q6 (c)1 983 2002 ENERCALC Engineering Software imi«*wi •_>wuni v» wwiwi c \my jobs\02030\02030 ecw Calculations Description B-2 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section Beam Width in Beam Depth in Le Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status Prllm 52 5250 14000 000 Truss Joist MacMil 2,900 0 2900 2,000 0 1 000 Manuf/Pine No Center Span Data Span ft Dead Load #/ft Live Load #/ft Point #1 DL Ibs LL Ibs @X ft 21 00 13000 1,50000 4,788 00 8000 Results Ratio = 09124 Mmax @ Center m-k @X= ft fb Actual psi Fb Allowable psi fv Actual psi Fv Allowable psi 45379 798 2,646 0 2,900 0 Bending OK 1044 2900Shear OK Reactions @ Left End DL Ibs LL Ibs Max DL+LL Ibs @ Right End DL Ibs LL Ibs Max DL+LL Ibs 2,293 57 2,964 00 5,257 57 1,93643 1 ,824 00 3,760 43 Deflections Ratl° OK Center DL Defl in L/Defl Ratio Center LL Defl in L/Defl Ratio Center Total Defl in Location ft L/Defl Ratio -0429 5868 -0616 4088 -1 045 9912 241 1 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information Title Discovery Retail Dsgnr A M Description Scope Date Job #02030 213PM, 1OCT03 Rev 550100User KW-0602950 VerSSO 25-Sep-2001 (e)1983-2001 ENERCALC Engineering Software Steel Beam Design c \my iobs\02030-discovery retail\02030 ecw C Description B-3 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements [| Steel Section W18X40 FV soooks.Pmned-Pmned Load Duration Factor 1 00 Center Span 3000ft Bm Wt Added to Loads Elastic Modulus 29,000 Oksi Left Cant 0 00 ft LL & ST Act Together Right Cant 0 00 ft Lu Unbraced Length 2 00 ft Distributed Loads #1 #2 #3 #4 #5 DL 0 600 LL 0 640 ST Start Location End Location | #6 #7 k/ft k/ft k/ft ft ft ;^-^s*F.PS"iat-'^iW-;>'ni?,:;.v"r;&':^!'-l-S1-.Summary | Using W1 8X40 section, Span = End Fixity = Pmned-Pmned, Lu Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv 3000ft, Fy = 500ksi = 2 00ft, LDF = 1 000 Actual 144 009 k-ft 25 272 ksi 0766 1 19201 k 3 405 ksi 0170 1 Allowable 188045 k-ft 33 000 ksi 112770k 20 000 ksi Static Load Case Max Deflection Length/DL Defl Length/(DL+LL Defl) Beam OK Governs Stress -1 314 in 5477 1 2739 1 Force & Stress Summary «- These columns are Dead Max M + Max M- Max M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Maximum 14401 k-ft 1920k 1920k -1 314m 0000m 0 000 in 0000ft 1920 1920 DL Only 7201 960 960 -0657 0000 0000 0000 960 960 LL 18). Center 14401 1920 1920 -1 314 0000 0000 0000 1920 1920 LL+ST @ Center -1 314 0000 0000 0000 1920 1920 + Live Load placed as noted --» LL <S! Cants 0000 0000 0000 0000 LL+ST @>. Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 in k k Fa calc'd per 1 5-1, K*Ur < Cc I Beam Passes 15141, Para 1, 2,4, & 5, Fb = 0 66 Fy Section Properties W18X40 Depth Width Web Thick Flange Thickness Area 17900m 6015m 0315m 0 525 in 1 1 80 m2 Weight l-xx l-yy S-xx S-vy 40 08 #/ft 61200m4 1910m4 68 380 m3 6 351 m3 r-xx r-yy Rt 7 202 in 1 272 in 1 520 in To specify your title block on Title Discovery Retail these five lines, use the SETTINGS °89nr AM . . . .. Descriptionmain menu selection, choose the Printing & Title Block tab, and ent your title block information Scope Rev 550100 User KW-0602950 Ver 5 5 0 25-Sep-2001 (c)1983-2001 ENERCALC Engineering Software Steel Beam Design Date Job #02030 241PM, 1OCT03 c Vmy iobs\02030-discoyery retail\02030 ecw C Description B-4 General Information Steel Section W21X50 Center Span Left Cant Right Cant Lu Unbraced Length Distributed Loads #1 DL 0218 LL 0 090 ST Start Location End Location 32 000 Point Loads # 1 Dead Load 9 500 Live Load 9 600 Short Term Location 15000 3200 ft 000ft 000ft 200ft #2 #2 1 500 4800 23000 Calculations are designed to AISC 9th Edition ASD and FyPmned-Pmned Load Duration Factor Bm Wt Added to Loads Elastic Modulus LL & ST Act Together #3 #4 #5 #6 #3 #4 #5 #6 1997 UBC Requirements 50 OOksi 1 00 29,000 Oksi #7 k/ft k/ft k/ft ft ft #7 k k k ft I Summary | yW^kW\-tf&Af#i^iWV»-l--*(*'!H^^l>.!K^- Usmg W21X50 section, Span = End Fixity = Pmned-Pmned, Lu Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv 3200ft, Fy = 500ksi = 2 00ft, LDF = 1 000 Actual 224123 k-ft 28 466 ksi 0863 1 19208 k 2 427 ksi 0121 1 Allowable 259817 k-ft 33 000 ksi 158308 k 20 000 ksi Beam OKStatic Load Case Governs Stress Max Deflection -1 278 in Length/DL Defl 5829 1 Length/(DL+LL Defl) 3006 1 i [Force & Stress Summary Max M + Max M- Max M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Maximum 224 12 k-ft 1765k 1921 k -1 278 m0000 in 0 000 m 0000ft 1765 1921 DL Only 11605 976 982 -0659 0000 0000 0000 976 982 «- These columns are Dead LL ©. Center 22412 1765 1921 -1 278 0000 0000 0000 1765 1921 LL+ST@ Center -1 278 0000 0000 0000 1765 1921 1 + Live Load placed as noted -» LL &>. Cants 0000 0000 0000 0000 LL+ST &>. Cants k-ft k-ft k-ft k-ft k k 0 000 m 0 000 in 0 000 in 0 000 in k k Fa calc'd per 1 5-1, K*Ur < Cc I Beam Passes 15141, Para 1, 2, 4, & 5, Fb = 0 66 Fy To specify your title block on Title Discovery Retail these five lines, use the SETTINGS Ds9nr AM . . . .. Descriptionmam menu selection, choose the Printing & Title Block tab, and ent scope your title block information Job #02030 Date 241PM, 1OCT03 |Rev 550100 ! User KW-0602950 VerSSO 25-Sep-2001 i_(c)1983-2001 ENERCAUC Engineering Software Steel Beam Design c \my iobs\02030-discovery retail\02030 ecw C Description | Section Properties Depth Width Web Thick Flange Thickness Area W21X50 20 830 in 6 530m 0 380 in 0 535 in 14 70 in2 Weight l-xx l-yy S-xx S-yy 49 93 #/ft 984 00 ir>4 24 90 m4 94 479 m3 7 626 m3 r-xx r-yy Rt 8 182 in 1 301 in 1 600 in [Sketch & Diagram Rmax = 17 646k Vmax@lefl= 17646k Ta 1k Ilk Shear Load <k)Location Along Member (ft) Mmax = 224 1k n Dmax = 1 278m 52 40 p5tiQ 58"80 [32 0 Rmax = 19208k Vmax @ rt = 19 208HL.06 8965 Local y Deflection (in)Location Along Member (ft) Rev 550100 User KW-0602950 VerSSO 25-Sep-2001 (0)1983-2001 ENERCALC Engineering Software To specify your title block on these five lines, use the SETTINGS mam menu selection, choose the Printing & Title Block tab, and ent your title block information Steel Column Title Discovery Retail Dsgnr A M Description Scope c\ Description Col Design worst case Date Job # 02030 2 36PM, 1 OCT 03 c \my iobs\02030-discovery retail\02030 ecw C General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS4X4X1/4 Column Height 13000ft End Fixity Pin-Pin Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 46 00 ksi 1 330 29,000 00 ksi 13 000 ft 13000ft X-X Sidesway Y-Y Sidesway Kxx Kyy Restrained Restrained 1 000 1 000 Loads Axial Load Dead Load Live Load Short Term Load 1920k k k Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments 0 000 in 0 000 in Summary Column Design OK Section TS4X4X1/4, Height = 13 00ft, Axial Loads DL = 1920, LL= 000, ST= 000k, Ecc = 0 000m Unbraced Lengths X-X= 1300ft, Y-Y = 1300ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 -1 03885 03885 02921 AISC Formula H1 - 2 01938 01938 01457 AISC Formula H1 - 3 XX Axis Fa calc'd per 1 5-1, K*Ur < Cc YY Axis Fa calc'd per 1 5-1. K*L/r < Cc [stresses r'.w^'.f *,•**:"*&?• Allowable & Actual Stresses Fa Allowable fa Actual Dead 1377 ksi 5 35 ksi Live 0 00 ksi 0 00 ksi DL + LL DL + Short 1377 ksi 5 35 ksi 1831 ksi 5 35 ksi Fbxx Allow [F31] fb xx Actual 30 36 ksi 0 00 ksi 0 00 ksi 0 00 ksi 30 36 ksi 0 00 ksi 40 38 ksi 0 00 ksi Fbyy Allow [F31] fb yy Actual Analysis Values F'ex DL+LL Fey DL+LL F'ex DL+LL+ST F'ey DL+LL+ST Max X-X Axis Deflection 14,050 psi 14,050 psi 18,687 psi 18,687 psi 0 000 in 30 36 ksi 0 00 ksi 0 00 ksi 0 00 ksi Cmx DL+LL Cmy DL+LL Cmx DL+LL+ST Cm y DL+LL+ST at 0 000 ft Max Y-Y Axis 060 060 060 060 Deflection 30 36 ksi 0 00 ksi Cbx DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST 0 000 in at 40 38 ksi 0 00 ksi '1 1 75 1 75 175 1 75 0000ft [Section Properties TS4X4X1/4 Depth Width Thickness 4 00 m 4 000 in 0 250 in Weight Area 1219#/ft l-xx 3 59 m2 l-yy S-xx S-yy r-xx r-yy 822m4 8 22 in4 4110m3 4 110m3 1 513m 1 513m Title Discovery RetailTo specify your title block on these five lines, use the SETTINGS Ds9nr AM . x u *•_ Descriptionmain menu selection, choose the Printing & Title Block tab, and ent scope your title block information Job #02030 Date 2 36PM, 1 OCT 03 Rev 550100 User KW-0602950 Ver 5 5 0 25-Sep-2001 (0)1983-2001 ENERCALC Engineering Software Steel Column c \my iobs\02030-discovery retail\02030 ecw C Description Col Design worst case Sketch & Diagram Axial DL= 19 2k Axial LL = OkAxial ST = Ok FL.DRES L.UISSD JOB. C Q N S U LTA NTS SHEET NO . 7220 Trade Street, Suite 120 San Diego, California 92121-2325 (858) 566-0626 Fax (858) 566-0627 CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. .* 5,000 > fe) i 'ii--»«!!»a=.^-ar U-11 -p e IODUCT2M I [Single Shoffi) 205-1 (Padded) To specify your title block on these five lines, use the SETTINGS mam menu selection, choose the Printing & Title Block tab, and ent your title block information Title Discovery Retail Dsgnr A M Description Scope Date Job # 02030 914AM, 30 SEP 03 Rev 550100 Description 3'-0" x 3'-0" General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Square FTG max capacity _, 0000k ' ^- 0000k 4 0 000 psf 15000pcf 1 330 0 00 in Footing Design c^rny iobs\02030\02030 ecw Calculations Calculations are designed to ACI 318-95 and 1997 UBC Requirements Footing Dimension UKi^t, Thickness # of Bars ov^ Bar Size Rebar Cover fc Fy Allowable Soil Bearing 3000ft 24 00 in 4 5 3250 3,000 0 psi 40,000 0 psi 2,000 00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Mm Remf % to Req'd 20 438 in 00050 0 0002 m2 0 0014 % As to USE per foot of Width Total As Req'd Mm Allow % Remf 0 343 m2 1 030 m2 00014 Summary [ 3 00ft square x 24 Oin thick Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity with 4- #5 bars 1,96667 psf 2,000 00 psf 1,966 67 psf 2,660 00 psf 310k-ft/ft 25 01 k-ft 1 ft Vu Actual One-Way Vn*Phi Allow One-Way Vu Actual Two-Way Vn*Phi Allow Two-Way Alternate Rebar Selections 6 #4's 4 #5's 2 #7's 2 #8's Footing 0 00 psi 93 1 1 psi 1005 psi 18623 psi 3 #6's OK 2 #9's 1 #10's Z. To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information Title Discovery Retail £sgnr AM Description scope Rev 550100 User KW-0602950 VerSSO 25-Sep-2001 (c)1 983-2001 ENERCALC Engineering Software Square Footing Design Date Job # 02030 914AM, 30 SEP 03 c \my jobs\02030\02030 ecw Calculations Description 4'-0" x 4'-0" FTG max capacity General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Mm Remf % to Req'd ^~— <. 27JJOO£~S\ > f^VCv 0000k 4 0 000 psf 15000pcf 1 330 000 in 20 688 in 00050 0 0004 m2 0 0014 % Calculations are designed to ACI 318-95 and 1997 UBC Requirements _ ,. Footing Dimension ' Thickness °K # of Bars Bar Size Rebar Cover fc Allowable Soil Bearing As to USE per foot of Width Total As Req'd Mm Allow % Remf 4000ft 24 00 in 5 5 3000 3,000 0 psi 40,000 0 psi 2,000 00 psf 0 348 m2 1 390 m2 00014 Ea - ft-tf.vi',^^1fi:iffiSrt^^J,^,ffJvivrSJ7,^"fi'imj g Summary \ f^*^<(*^V:>^«.(^^^V-^Wl^lWJS*1^^l-Wt4^™^'1,"i 4 00ft square x 24 Om thick with Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 5- #5 bars 1,987 50 psf 2,000 00 psf 1,987 50 psf 2,660 00 psf 5 56 k-ft / ft 23 75 k-ft / ft Vu Actual One-Way Vn*Phi Allow One-Way Vu Actual Two-Way Vn*Phi Allow Two-Way Alternate Rebar Selections 7 #4's 5 #5's 3 #7's 2 #8's Footing 3 09 psi 93 1 1 psi 21 18 psi 186 23 psi OK 4 #6's 2 #9's 2 #10's FLORES LUND JOB.feaif-Pie C O N S U LTANT S SHEET NO .LI OF.L/Z- 7220 Trade Street, Suite 120 San Diego, California 92121-2325 (858) 566-0626 Fax (858) 566-0627 CALCULATED BY_ CHECKED BY SCALE DATE. DATE. v= (K * s,s f*^ u^i IISO* r «r ** /s 5.S / PRODUCT 204-1 (Single shKBIJIB-l |PadiW| JOB.I B"" EL. &n9 FLORES LUND CONSULTANTS , x> , o— — SHEET NO «••" £— OF L- 1 —pnnppcicinMAiPMRiNFFnK7220 Trade Street Suite 1 20 CALCULATED BY OATFm SAN DIEGO• [858] 566-06CALIFORNIA 921 21-232526 FAX (858) 566-0627 CHECKED BY HATESCALE11 1 1 1 1 1 1 1 1 1 1 1 I 3 - "Zio CO111Q 06 > "2. f -Is UJ CO H-oUJ.JUl oQ 0 u? s^ m ^^^ > ~.(Z UL < <£, "3 ^ffl IU H< ^_^ -1 u. (OZ VJL -Pt ] to-^ ° «L ~0MS, o ^ J F^ o (/-| ^|\*jglp r-^i ~.S -^J*+- 1 <f i*^ fxo- f. ¥ /i *i ~K \ ^"V x *"-! t >i - — / ~vi ? t^- £ ° o vf\ V1 1\ oVA Vt ^ S""1 •i ^ ~^to ^\ ^S O . -7 IT V) J 0 ^-f\£>](vp» V- 4 60 s r 8u\ UN U- ^ 0 ' 0 A O O C^ 0 f^4i ^ "~ it ( i I STRUCTURAL CALCULATIONS for LA COSTA HOTEL & SPA CARLSBAD, CA. WZMH GROUP CALIFORNIA INC. JOHNSON & NIELSEN ASSOC. CONSULTING STRUCTURAL ENGINEERS 2112 BUSINESS CNTR. OR SUITE 14O IRVINE, CALIFORNIA (2715 17141 752-7383 JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE SUITE 14O IRVINE CALIFORNIA 92719 (714) 782.7383 wn -*7e.*) I I nu JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE IRVINE 927IB SUITE UO CALIFORNIA (714) 7B2-7383 SH IO-I6-&4- 2- »*6/ _ C6L. r 4=JL </(Ts) Pfl0 5 ?.03 JS-5F v/ (5)-*S 3 , 5 3 3 I JOB NO M83-20I D.S I I I I I I I I I I u JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE SUITE MO IRVINE CALIFORNIA 92719 (714) 782 7383 JOB NO SH OF_6_L_ (fQ/JT.) I ft. : U 10 I 26 B i 3 2 2 TKY x/ •Fai--3L= 1,11 HP = II. 1 4= //.yf/SSj - 0.5V /. Us* cot. ! 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CALIFORNIA 92715 (714) 752 7383 ^ 2.0 «SF 1 /U 77?fr5s) _ 0.355 - •n & NIELSEN consulting structural engineers 2112 BUSINESS CENTER DRIVE SUITE I4O IRVINE CALIFORNIA 927IS (714) 782 7383 BY- . NR?>-2aias SH , — •% / \ / / OF O 1 I 1 un consulting structural engineers 2112 BUSINESS CENTER DRIVE SUITE I4O IRVINE CALIFORNIA 92719 (714) 752 7383 BY- SH I Q 1 D -OP. | C I I fit- TL 13 , /3 ! 0 U 5 1 I I 1 '"fAOl 2 ' fi. • M4 CM. f* 3 ; /O /7 36 I_ 1 I p JOHNSOr consulting a NIFM *5r"N AQ«!f"lflATF<S • '"" No structural engineers 2II3| BUSINESS CEUTFR PRIVE filJ|T6MO n»TC IRVINE. 927IS CALIFORNIA I/") (714) 7527383 .... SM /V OF OL TL [ £>L TL I I I I I tMJfiM 1 I co/ I I I I I I I fl<IO PI soon/ 10 3 25 3 - 5 30 I T I n JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE IRVINE 9271S SUITE 14O CALIFORNIA (714) 752.7383 °Na3-2£>f SH (cw^r.) I I I •I I I I I CX/tfi/Afc * (85) ! 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I I I I I I I I I I i I I I I 017- f f it I* i * r f ^ 570 1 ii j i i i i i i i i i i i i i i i i i nu JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE IRVINE 92715 SUITE 14O CALIFORNIA (714) 7827383 JOB No BY SH 49 o. £>! f == 37. 2 .: MO" tV fi tVv-— -7 t ^' f A = J lP D.S. sin RII<:INF<:<; rFNTFn nniup SIIITP l^o HATE- /U" if* ~ K.*f* IRVINE CALIFORNIA Av/\ >Cl B27IS (714) 7B2 7383 Su IjLj Of Dl fi t ^ . . 1 J^\ O?/: %lioJ"5J/5 ^-/i?.^/)* fr.5/teU/d.o£-»-oo£ )= ??. 5T* 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 » i 'r^iV ^^/ i j k £-- ^/?5j, f^ns)^ C fylfue+O.*)* 37 5 r A1- 29.y(«-y^5)/l7\ 27.^5) ^7.5(7?,5V5)//2L ^Sft.O 3V. s \^j V + 3V-5 i^y' 3«H= «S •' ** W2A^ ' i ' ' i 1 • . ! .. I n ifNLJKicrtM A. NIlETI GFM A <5C*"^/"*I ATTC an? RIICINFCC; r-FNTFR DRIVE SUITE uo IRVINE. CALIFORNIA 92715 (714) 752 7383 ^M«NS3,'2^/.. as. SM ^)/ OP ^1 Ifclll I I I I I I I I I I I I I r /' *****„ /fl.5/J./dj = 12(^3) _ R£ ^ *4« ~ 3.73 = o.o? ()?)(?. 3)= ?.23^ f- 0,020 036 It OR 12" »>/ $Ljl(> * -F-4/ feU 7.=* ^ o 053 ^0.00/325 ;. 05f i i i i i i i i i i i i i iii i i JOHNSON & NIELSEN ASSOCIATES consulting •structural engineers 2112 BUSINESS CENTER DRIVE SUITE MO IRVINE CALIFORNIA 92719 (714) 782-7383 BY OS SH OF.61 _ CK I I I u JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE SUITE I4O IRVINE CALIFORNIA 92719 (714) 752.7363 SH OP Or I 1 * 3./S 3'-a" rM/7: /7ZT. uI I It&l C I I I I I I I I I I I I I n JOHNSON & NIELSEN ASSOCIATES consulting structural engineers 2112 BUSINESS CENTER DRIVE SUITE I4O IRVINE CALIFORNIA 92719 (714) 7S2 7383 JOB BY_ SH 1 1 51 / \ *Z 50(5) 2 Pas. owe /. ase *{ - 0 0.^0. 3 + 2X- -$"m. 1 1 I I I I I I I I I I I I I I I n J<JrlINovJN ix IN It l_3 1. IN A99LK*IATc.o 2112 BUSINESS CENTER DRIVE SUITE 14O IRVINE CALIFORNIA 92713 (714) 7S2 73B3 ,n«K,rt NB3-^C;/ nm /o-/^_g4- K5 ^1SH -J-J OF Of _J_J__J LL.\ = io 06)= o. 63 - 0.55 1.1 * A OX /?" our. Cfc = 0.^3 -h 0.56 I I I I 1 I I I nu consulting structural unyinceru IRVINE CALIFORNIA 0f^ AlU IKl/fa \)Jbi \& 9Z7I8 (714) 7B2-73Q3 -n*'..lril~ ll^/ ' YvrV^ ,«M« /MgZ-^0) "ftTW I0~lfi~f^^~ Bu 5X 0. Cl 1 i i i i i i J£L Wjt^H l/i !/>«12" I nu NEWPORT BEACH CALIFORNIA fy —.—-A I 1 I I I 1 X* 92660 (714)792-7383 fCp— | /N| IN 1 M CJf JFM No N t5 ^ *"XO 1 «. as. n*TB '0""/6 OT- V/AUU ^ SH S7 o, ^) | s I I I I I I I K,&-TVMKnN<5> WAUl - LgVgU V lU WAUU kl IH ^0x7.5 "/4 " -V =• j £.5? 7?' 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'/ - 2? o' 7' 21. 1 3300 Irvine Avenue • Suite 200 • Newport Beach • California 92660 • (714)540-1318 Tsuchiyama & Kaino Consulting Mechanical Engineers Eng'r Date Job Title 3300 Irvine Avenue • Suite 200 • Newport Beach • California 92660 • (714)540-1318 COPPER TimiMfi ', SMOOTH PI PC • MAA/tWHtQam SUM 4X30 XOQ mo 1000m sd . w c 08 30 t $ < 29 a 6 tfJ4 J I 1 (b 1 ^ j(x*^ ^< \. ^\ S S Vxv\ •^ ^f s£ frtc/i9< 2 J x X *y . A; X^" s X x X** xX"" "S XI s\ \ *^ X£ X. 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(' I'A* I'/z" FlowQPM 1 2 4i 78 9 1011 12 1314 ii 1718 1920 21 22 2324 25r26 27 28- 2930 3132 33 34 11 - 3I38 3940 41 42 S 45 Plxtur Flush Tank 0 1 ?6 781012 13 JI 18 20 21 23 24 26 28 30 323436 39 42 44 46 49 \5658 60 6366 6974 886 90 9599103 107 e Units Flush Valve •^ — — — 56 78 910 11 12 1314 15 16 18 20 21 23 J 25 26 28 30 31 33 37 rt11'i til Flow QPM 46 47 48 4950 5152 5354 5556 5758 5960 62 64 66 68 707274 76 78 80 82 84 86 88 90 9294 96 98 100 105 110 115 120 125130 135140 Fixtur< Flush Teink 111 115 119 123127130 135141146 151 155160 165170 175 185 195205 215225 2?6 245 254 264 275 284 294 305 315 326 337348 359 370380406 431 455 47950b 533 559 585 3 Units Plush Valve 39 42 44 46 48 50 52 54 5760 6366 69 73 11 88 95102 108116124 132 140 148 158 168 176186 195 205 214 223 234 245 270 295 329 365396430 460 490 # 4" (i Flow 0PM 1*5150 155160165170 175180 165 190 200 210 220 230 240 .250 260 270 280 290 300316 320 330 340 350 360 370 380 390 40O 410 420 430 440 450 500 550 600 700 800 900 100O Fixture Units Plush FlushTank Valve 611 521 638 559 665 596 692 631719 666748 700 77B 739 809 775840 811874 850 945 9311018 1009 1091 1091 1173 11731254 125* 1335 13351418 14181500 1500 2583 25511668 1668 1755 17551845 18451926 19262018 2018 2110 2110 2204 2204 2298 2298 2388 2388 2480 2480 2575 25752670 2670 2765 2765 2862 2862 2960 2960 3060 3060 3150 31503620 3620 4070 4070 4480 4480 5380 53BO 6280 6280 7280 7280 8300 8300 i I Tsuchiyama & Kaino Consulting Mechanical Engineers Eng'r Date 4, Job £# Title of /// - 7" t- tf&Tf&tL, (&et?%oy: ^ FT- 3300 Irvine Avenue • Suile200 • Newport Beach • California 9266Q • (714)540-1318 v ,.>' ,« .• (- ",._. 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H H rH CM CM CO co-d- IAVO 00 O 'A IA ,IA -I n' -13-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR04005 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant PATRICK ASKINS 200 BAKER ST 92626 714-668-5491 2100 COSTA DEL MAR RD CBAD PCR Lot# 0 $0 00 Construction Type NEW CB032879 LA COSTA RSRT & SPA-LIGHTING DESIGN REV (RETAIL 1-4) Owner Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 01/12/2004 KMT 02/12/2004 02/13/2004 Plan Check Revision Fee Additional Fees $240 00 $000 Total Fees $240 00 Total Payments To Date $000 Balance Due $240 00 5283 02/13/04 0002 01 02 240 u 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 632277 PROJECT:]NFORMATI FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite #)Business Name (attthis address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total tt of units Description ofsWbrk <^J SO FT pONf ACT PERSON (If different from applicant) : tt of Bedrooms # of Bathrooms ^~- C7/& > Name ' Address City ITj-l'APPLiCANf . CD 'C^t^it^Q^^^C^ti^taT-y^OwiBr ••MD^AQenftor"Owner itate/Zip Telephone # Fax # Name Address City State/Zip Telephone # Name Address City State/Zip Telephone tt ftp^ Tc6lNifRACTOR:Fc^ ";:, • " ..•:, ,.':. •'•' ••:.'..... -,<'., •:'. .„ ~-\ ';.',.:,Ai-iviiSt.viii..^..::.;.. :::ix?e (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 CodeJ 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 I $500!) Name State License tt Address License Class City State/Zip City Business License # Telephone ff Designer Name Address City State/Zip Telephone State License # 6 jybRKERSlCQMPlNSATION ii ;„'.„.,'?,..... •,., •; i: • l'l. . .. ._ ::;; .. ""'El,,' £-••... ft BllL . -::.:i. '* : .'.-' " " •'.. '-^aii ... Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations CD 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 [~| 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) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason l~l 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) n I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 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 l~l YES (~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) DATEPROPERTY OWNER SIGNATURE _ iCOMPLET EftHISJSECf JON: FOR; NQN,aESIpENnaim^NQ PERMITS^ONLY, :.^£ ,,.,.,i:e5ji.. di SULu. ..': ...... v...._,,.i,,' ..... ...... .' 1 . - -C. ;i_ U. Si X- . '., ,-• . • ... i Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? l~| YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES l~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? l~l YES f~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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S ADDRESSLENDER'S NAME \9. -J. APPLICANT CERTIFICATlbN "% , ; : •-.„-; .,,.{,• -:r-> 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 the buildmgOfficial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is aercDwrnenceWwithirJ IS^days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work isjcoi^np^J^ed for\i\eriO{l of\30 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with government for (BuiUing Safety DATE 2/10/O4 JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O3-2879.PCR04-005 SET I PROJECT ADDRESS 2100 Costa Del Mar PROJECT NAME La Costa Spa and Resort - Revision to Discovery Retail 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 in the remarks 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 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 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 X] REMARKS Per Scott Burns with the City of Carlsbad the plans are to be returned to the Cify and City staff will complete the review By Doug Moody Enclosures Esgil Corporation LI GA D MB D EJ D PC LOG trnsmtldot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 * (858)560-1468 > Fax (858) 560-1576 --- • EsGil Corporation In Partnership with government for (BwCding Safety DATE 2/10/O4 JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-2879.PCR04-005 SET I PROJECT ADDRESS 2100 Costa Del Mar PROJECT NAME La Costa Spa and Resort - Revision to Discovery Retail The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes [Xj The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks 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 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 XJ 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 IXi REMARKS Per Scott Burns with the City of Carlsbad the plans are to be returned to the City and City staff will complete the review By Doug Moody Enclosures Esgil Corporationn GA n M& n EJ n PC LOG 9320 Chesapeake Dnve, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (Buiftfing Safety DATE 1/21/04 a APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O3-2879.PCR04-005 SET I PROJECT ADDRESS 2100 Costa Del Mar PROJECT NAME La Costa Spa and Resort - Revision to Discovery Retail The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Patrick Askms 200 Baker Street, Costa Mesa, CA 92626 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 Patrick Askms Telephone # 714-641-0191 Date contacted i l*i /oul (by f^X) Fax # 714-641-9784 Mail i— Telephone Fax>-^ In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 1/13/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O3-2879.PCR04-005 1/21/04 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 Please provide a description of the scope of revision to the plans, clearly indicate on each revised sheet the revision Section 106 3 3 2 Please revise the plans to show all new dressing rooms to comply with the following Dressing rooms show >1 fitting room or dressing room for the customers shall be provided as follows i) Entry doors shall provide a) >32" clearance b) >18" strike edge n) The room dimension shall be >60" in width and length and no door shall encroach into the required space in) Show a wardrobe hook mounted <_48" from the floor iv) Show a 24" x 48" bench a) Fixed along the wall at the 48" dimension b) Mounted >17" but < 19" 3 Show a level area, or landing for the dressing room doors, per Section 1133B242 a) >60" in the direction of door swing 4 Please provide a panel schedule for the new panel EB 5 Please revise the plans to show new sheet E3 to be consistent with the floor plans City of Carlsbad 03-2879.PCR04-OO5 1/21/04 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 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Doug Moody at Esgil Corporation Thank you City of Carlsbad O3-2879.PCRO4-OO5 1/21/04 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad 005 PREPARED BY Doug Moody BUILDING ADDRESS 21OO Costa Del Mar PLAN CHECK NO 03-2879.PCR04- DATE 1/21/04 BUILDING OCCUPANCY M TYPE OF CONSTRUCTION VN BUILDING PORTION Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) 1991 UBC Building Permit Fee C*r 1994 UBC Plan Check Fee $18000 Type of Review I I Repetitive Fee^1 Repeats D Complete Review D Other r-n Hourly 1 5 Structural Only Hours Esgil Plan Review Fee $14400 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER &DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHE I. PLANNER DATE ENGINEER DATE Docs/Mlsforms/Plannmg Engineering Approvals r O-r \£$o T) D r -Do m > o^jco0gO O 2o;*>CO5CO od DISoo tr e I ! > - i , !T1 O: a CD 0-'! n'> H O go iT. '0 I i -Tl HI 'CD -' O• OO o TJ m o -" > ± 33 W -I ,-,> rn -.. ^ _., g g > pj -n 2S '^ 33 "I O °a^ ?r~ y c i-rn c/31>H H r Rl33 33 -a m ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE .208 SAN DIEGO. CA 9212J (6 19) 5(>O-1468 May 7, 1985 Mr. Martin Orenyak Building Inspection Department 1200 Elm Avenue Carlsbad, CA 92008 Subject: La Costa Clubhouse Project, all phases. This confirms completion of plan check for the subject project. Esgil Corporation received the original plan set on October 19, 1984 and have previously found portions of the overall project to substantially comply with the codes, i.e. north foundation, south foundation, etc. The plan sets marked VIII are entire sets for the entire project and are in substantial compliance with the codes. The VIII sets supercede all earlier partial approvals. A few items remain to be addressed but they are not sufficient to defer clearing the project for permits i.e. a three hour vault is required for the transformers; and the return air system in the retail sales area will have to have fire dampers. It is envisioned that changes in the plans will occur during the construction period. It is suggested that minor changes be approved by the City Building Inspection staff. In instances where city staff deem it appropriate for Esgil Corporation to review other proposed changes, then such review will be accomplished in the usual manner i.e. plans or cut sheets should be sent via the city and Esgil Corporation will perform the review and charge our hourly rates for the personnel involved in the review. The project has been a challenge to all concerned due to the problems inherent in remodeling and expanding the facility. It was made somewhat easier by the cooperative efforts of all concerned. Yours very truly, ESGIL CORPORATION < James Joseph Gilshian Vice President cc: Hader Faraj, WZMH Group Irv Roston, La Costa Hotel & Spa Hieu Phan, WZMH Group Capt. Mike Smith, CB Fire Dept. ESGIL CORPORATION 932O CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: APPLICANT JURISDICTION PLAN CHECKER FILE COPY UPS DESIGNER D D D D D 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 deficien- cies identified 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 the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: rftf y£>/?# Date contacted: REMARKS Telephone -ft <7 ?/ ^J2L \^f ^C/\ tft ESGIL CORPORATION Prepaid by. PLAN CHECK NO. VALUATION AND PLAN CHECK Q Bldg. Dept, p Esgil BUILDING ADDRESS //^ <^>sr» <^T2.^<!^A«3i*5t*-> APPLICANT/CONTACT Afol&Z PrttZft CT" PHONE NO ^^)S^ 2Z9/ /£^W? BUILDING OCCUPANCY /?^/ TYPE OF CONSTRUCTION 32£-/ #& BUILDING PORTION £&l>Mat/^ -m <^Ss=zr- Sr £$£•}£. % M/2& <^r£, ' Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA «i=2<£er st?<szv S I Q. -¥9>/3 /2#* <CttJ£ DESIGNER PHONE " CONTRACTOR VALUATION MULTIPLIER Sltsryf^ Shi <& t+f's*«n ** » 3?3.o#/ / ,, [<V^e e s * PHONE VALUE ^:/> . ffr-5 & 3?3-ot ' •&) ~ 4t9/'3o . / f — 7 /j_t j- r*^M^1/ ^g^u ^o?i ^ Fee Adjusted To Reflect Building Permit Fee $ Plan Check D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065} COM MENTSj_ 8/4/82 Date I Jurisdiction Prepared by« VALUATION AND PLAN CHECK FEE Q Bldg. Dept, p Esgil PLAN CHECK NO. 84-$57 BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY (2otJ*JrrJ£.y PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION *z5r&t>cr(jj£Ai- £tia s-k>v/st.y Air Conditioning Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA 06£3, -&> #&5 Q> ^5. *• VALUATION MTTT TTPT TTT7 ^ xf;,25j @ 0 @ VALUE" » 4-1 fe'^^ Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee $dry COM MENTSr 8/4/82 ESGIL CORPORATION 932O CHESAPEAKE OR.. SUITE 208 SAN DIEGO. CA 92123 (61 9)560- 1468 DATE: V«!gg£ _ CLA-PPLICANT &l JURISDICTION ' JURISDICTION; ^ARV-S&AD _ D PLAN CHECKER ~ D FILE COPY | PLAN CHECK WO; 84 -557 _ D UPS ) ~ " D DESIGNER ' PROJECT ADDRESS: L^Co-STA COtJMTRy C H->Q> I .-. -\ I _ I The plans transmitted herewith have been corrected where j 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 deficien- | cies identified ____ are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LJ The check list transmitted herewith is the Jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. [~] The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: , j I I Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: __ Date contacted: Telephone i REMARKS; s i jtjj=csi^.. i , -T—y / ^ /-»/~\i-r/f\M i xi/ y^ /" ' ^^ ^ ENCL: fat., E5GIL CORPORATION' Form 31584 Date i Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN CHECK NO. S4-- BUILDING ADDRESS APPLICANT/CONTACT . BUILDING OCCUPANCY ~ TYPE OF CONSTRUCTION ' CoSTA CoJ^OTRV PHONE NO. DESIGNER PHONE — CONTRACTOR PHONE '— BUILDING PORTION FL&sO &&1//SJD*. rfouGLy Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA )^> &AT£D I/* J3*J&^> (2 VALUATION MULTIPLIER ^2/^S" A*J £3. $5 @ @ @ VALUE & S///96 - •**/£>£,. L>£ f 1 j Pee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.06S) Building Permit Fee $_ Plan Check Fee $ COM MENTSj. B/H/B2 Citp of CartebabTO: John S. Carson D AEftlCANT COPY WZMH Group Inc. liT CITY COPY 1500 Quail Street CARLslS. c^tiroSS 92008 D PLAN CHECKER COPY Newport Beach. CA 92660 CC: Johnson & Nielsen2112 Business Center Dr COMMERCIAL PLAN CORRECTION SHEET Suite 140 ~~ Irvine, CA 92715 A. Plan Check Number 84-557-1 B. Site Address La Costa Clubhouse - All phases (see earlier Phase I) C. Owner La Costa D. Building Code Applicable 1982 U.B.C. E. Occupant Load _ Varies _ Stories _ 2 and 3 _ F. Occupancy B-2. A-3. A-2.1 _ Use Dining, Retail. Meeting G. Type of Construction 1 1 1- 1 -Hour _ Sprinklers; xxx Yes _ No H. Allowable Floor Area See Below _ Actual _ 184,202 S.F. _ I. Basis for Area Increase Area separation walls _Prior to resubmittal, please pay the Building Department $9,788.67. J. Remarks This is check of entire bldg. (add these to Phase I check ) Date Plans Submitted 10/19/84 Date Plans to Plan Checker 10/19/84 Date Initial Plan Check Completed See Below* By Applicant Contact Person John Carson _ Tel. (714) 851-1494 FOREWORD: PLEASE READ 1. This plan check is limited to 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. 2. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (71*) 438-5525. 3. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c),1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. *• Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (71*) 560-1*68.* On November 7, 198* Esgil Staff met <vith the designer and reviewed key elements related to the south phase. On December *, 198* the results of the structure check were mailed 8/19/82 to the structural engineer. City of Carlsbad Plan Check #84-557-1 December 7, 1984 5. Show the location of all proposed area separation walls. Show adequate details related to the construction and the protection of openings. Area separation walls are required to be four-hour rated in Ill-one-hour construction and openings must be protected with three-hour assemblies and openings should not exceed 25% of the length of the wall in each story.(Section 505(e)) 6. Clarify that the existing ramp outside the members club complies with Section 3307. 7. The fire officer has indicated a concern regarding exiting from the cart storage area, thru the bag storage area. {Section 3303(e)) If exiting is through north end, how will exit be available when, and if, the openings in that end are locked for security purposes? An exit at the southeast corner, not passing through the bag storage area would reduce the problem. A "man-door" in any security door at north end would provide a second exit. 8. Clarify the door ratings (one-hour) to be used to separate the kitchen(s) from the dining areas. There is common atmosphere between the garden cafe and steak house which total over 300 occupants (A-2.1). (Table 5-B, (Section 503(c)) 9. Complete the elevations and show all stairs that exit to grade and be sure your revised plans contain all plan sheets. In the preliminary set I am checking, some sheets that are referred to, are not in my set. 10. Provide a door schedule, complete with fire rating data, closers, smoke and draft seal, time rating, panic hardware, etc.. No check on this aspect at this time. 11. How will you preclude person from exiting into the basement central plant, when exiting from the Italian Restaurant? 12. Clarify how you comply with the Handicapped Accessibility Regulations, including those regulations that were added as of 9/15/84. City of Carlsbad Plan Check #84-557-1 December 7, 1984 53. Duct penetrations of fire-rated corridor walls and ceilings shall comply with Section 4306. (Section 3305(h)) 54. Viewports in 20-minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 17°F. (Section 3305(h)) 55. Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors walls, roof and related and all penetrations. (Section 302(a)) 56. Ceilings of non-combustible materials can be suspended below the corridor ceiling only if the corridor ceiling is fire-resistive. (Section 3305(g)) 57. Corridor walls may terminate at the ceiling only if the ceiling is an element of a one-hour fire-resistive floor or roof system. (Section 3305(g)) 58. Exit signs are required as the occupant load served by the exit exceeds 50. (Section 3314(a)) 59. Show the exits are lighted with at least one foot candle at floor level. (Section 3313(a)) 60. Show the power supply for exit illumination is provided by two separate circuits as the occupant load exceeds: 100/R-l; 100/H; 50/1; 300/any other. (Section 3313(b)) 61. Show glazing will comply with Chapter 54, 1982, UBC, Adopted by State of California. 62. Note on the foundation plan that prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accordance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan. ESGIL CORPORATION 932O CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) 56O-1468 DATE; PSC.&.'sfj:!^-^ 4- .'a f ~ _ D APPLICANT QyJURISDICTION JURISDICTION; C*7~y :> <=~ ^^3 -^_ <^s:5> Of PLAN CHECKER D FILE COPY PLAN CHECK NO; /«£- £S '" _ D UPS D DESIGNER PROJECT ADDRESS; Z./J £03^ Ct.O°+-'DJ--£ . - . ^$0 _V T-W -it-VAJ ^> I _ | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. j | The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. ("") The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1H The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. [~] The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. [HI The applicant's copy of the check list has been sent to: ATI. Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff dij advise applicant that the plan check has been completed. Person contacted; Date contacted:^ _ Telephone # REMARKS: BY :_£?,£: rSl4'.''J ENCL: ESGIL CORPORATION Form 31584 /-fo UZ& - 0 ptf&iz 33327 Date:. Prepared byt Jurisdiction VALUATION AND PLAN CHECK FEE Q Bldg. Dept. p Esgil PLAN CHECK NO. ^ BUILDING ADDRESS APPLICANT/CONTACT 2- BUILDING OCCUPANCY <$ TYPE OF CONSTRUCTION / XV/Z. PHONE NO. DESIGNER PHONE ft/Z^IH' CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE V &-U& JZ Air Conditioning Commercial 2.80 Residential 2.40 Res. or Comm. Fire Surinklers 1.50 Total Value Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Tee x 1.065) Via i, QP F^L ^•Permit re'e,$ ^^'iTI^ a^"f - 'j$00,00/ Vttf.'yo ^vr.gy $ 023 to COM MENTS:2/37,04-7 IQ11650 8/4/82 ESGIL CORPORATION 9320 CHESAPEAKE DR . SUITE 2O8 SAN DIEGO. CA 92123 (619) 56O-1468 DATE: L^eC.^^-^^^ 4- .'af~ DttHfURISDICTION JURISDICTION; Ct7~y j ,*=• t^O.gj^g,^/?^ D PLAN CHECKER D FILE COPY PLAN CHECK NO; ^-^S"7 _ D UPS D DESIGNER PROJECT ADDRESS; LA £057-4 ^ I I 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 deficien- cies identified on the enclosed check list are resolved and checked by building department staff. [""] The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. (H The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. [~] The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. (Hi The applicant's copy of the check list has been sent to: KJi5.Lg.eo, ATTKV J>e^iois g>AVLoFL. ^2/12 Bug. i.r=^a C m DV-, CA I j Esgil staff did not advise the applicant contact person that plan check has been completed. JUJ Esgil staff did advise applicant that the plan check has been completed. Person contacted; Date contacted: /^/jz. _ Telephone REMARKS: BY; £}< ^ rSl&SV ENCL: ESGIL CORPORATION Form 31584 City of Carlsbad Plan Check #84-557 La Costa Clubhouse - South Wing December 4, 1984 Checking has been performed for footings and retaining walls only. Structural steel framing plans are incomplete and cannot be checked except as noted in number 3 below. Meeting rooms on the first and second l€>vel, lobby on the first level, and pre-function and entry area on the second floor are assembly areas for which floor live load may not be reduced (areas generally south of line 21; column loads in this area are determined using live load reduction). The design of floor framing in upper levels also incorporate a live load reduction in assembly areas. See number 2 above. The design of footings is based upon vertical load only. Since no lateral force analysis nor description of the lateral load resisting system has been offered for the south wing, no evaluation of the effect of lateral loads on footings can be made at this time. Additional information regarding this item should be presented prior to issuance of any partial permits. If you have any questions, please call Gene Meier at (619) 560-1468. Thank you. * DEVELOPMENTAL J', SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 {619)438-5525 Citp of Cartetmb January 10, 1985 John Carson WZMH Group 1500 Quail Street, Suite 290 Newport Beach, Calif 92660 PLAN CHECK 84-557 LA COSTA CLUBHOUSE, ALL PHASES The balance of the plan check fee due on this plan check is $9,788 67, It is possible this was overlooked because it appeared on the last ,of the plan check list which is attached. Youj/assistance in processing this fee would be appreciated'. CARTER DARNELL xc Les Vaughn ^ " in) ^ " 333Z7 ?87.38<$ ff.P - - 5-5-7 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) 56O-I468 DATE; A«S«3&CS-t gg 1 3 $4- Q APPLICANT D JURISDICTION JURISDICTION; C/3&L.3&S9& D PLAN CHECKER D FILE COPY PLAN CHECK NO: 8 4- -£57 gw*-X £] UPS D DESIGNER PROJECT ADDRESS; wi 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 deficien- cies identified _____ _____ are resolved and checked by building department staff. r~j The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LJ The check list transmitted herewith Is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. [""] The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ll The applicant's copy of the check list has been sent to: iH Esgil staff did not advise the applicant contact person that plan check has been completed. I 1 Esgil staff did advise applicant that the plan check has been completed. Person contacted: __ Date contacted: Telephone # AREMARKS: BY: ESGIL CORPO&flTION Form 31584 BUILDING PORTION BUILDING AREA VALUATIONMULTIPLIER VALUE 73 A/ V , /<.s BOT -ft?& Air Conditioning Commercial 2.80 Residential 2.40 Res. or Conun. Tire Surinklers i.so Total Value Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) 70 C D M MENTS- 8/4/82 & .re, J CITY OF CARLSBAD PLAN FILE NO. 84-557 (Previously Identified as 84-514) Foundations Only - Southwing February 4, 1985 1. On Sheet S2.2, S2.3, S3.4, S3.5, S5.1, Change date in note which refers to submittal for foundation permit. The correct date is 2-1-85. 2. Execute attached form for issuance of a permit for foundations only. 3. Footing at grid intersection A5.7 - 24.4. Please clarify - is this concrete column in masonry wall? 4. Is the portion which is generally Southeast of the match line and wall located 4" East of grid A, (Sheet S2.2) not to be included in foundation partial permit? - If so please note on plans. (Footing details are lacking in this area). 5. Delete footings for stair tower South of grid 25 from the foundation only permit unless calculations and details are provided for wall referred to in #3 above. 6. Frame 2 B2 - Frame appears to be symettically loaded (Calculation Sheet 101D) why is footing to resist uplift required on 1 end of frame only? - Show how slab can resist 7700 pounds uplift - what is rein- forcement in 6' sq. x 4' thick footings? 7. Provide overturning calculations for frame 2a. (Frame 2a has about 23k uplift, lateral + dead load). 8. Check uplift on Frame 2Bl & 4B & 4A. If you have any questions, please contact Gene Meier at Esgil Corporation. (619) 560-1468. Thank you. cc: Wayne Banks, WZMH Johnson & Nielson 2500 Michelson Dr. Bldg. 300 Attn: Dennis Saylor Irvine, CA 92714 2112 Business Center Dr, Suite 140 Irvine, CA 92715 PLANNING TYPE OF STRUCTUREj SCHOOL FEES SAN DIEGUITO ENC I N I TAS f) CARLSBAD SAN MARCOS % COVERAGE BUILDING HEIGHT_ FENCES/WALLS TWO CAR GARAGE_ COMMENTS ' REQUIRED SETBACKS FRONT_ SIDE_ REAR Ifl o ceuiacoc. II REDEVELOPMENT APPROVAL REQUIRED « LJ LANDSCAPE PLAN COMMENTS ENVIRONMENTAL REQUIRED OK TO ISSUE ADPITIONML COMMENTS DATE-OK TO FINAL:DATE ENGINEERING LEGAL DESCRIPTION VERIFIED' PARK IN LIEU J3J IMPROVEMENTS:, g DRAINAGE <S*ow EASEMENTS. - . _ ADDITIONAL COMMENTS t— LJ U CC111 tftcc. rsoe cyO Lulu a:OK TO ISSUE DATE. ENGINEERING INSPECTION REQUIRED PUBLIC V'ORKS INSPECTOR- FINAL OK.DATE- * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS fDRIVEWAYS, CURB CUT, DRAINAGE, ETC.) Tsuchiyama & Kaino Consulting Mechanical Engineers Principals Victor M Tsuchiyama, PE Kenneth K Kama PE May 10, 1985 Senior Associate Thomas S Kaya Associates Kenneth H Ito, PE Paul D Gibson Stanley S Sato Mr. Carter Darnell CITY OF CARLSBAD BUIDLING DEPARTMENT 1200 Elm Avenue Carlsbad, California 92008 Subject: La Costa Hotel and Spa Clubhouse Mr. Darnell; In response to your request, the following are the nurrtoer of plumbing fixtures and HVAC system items for plan check and inspection fee: PLUMBING 1. Water Closet 2. Lavatory 3. Urinal 4. Shower 5. Drinking Fountain 6. Service Sink 7. Sink (Kitchen rough-m) 8. Area Drain 9. Planter Drain 10. Trench Drain 11. Deck Drain 12. Floor Drain 13. Floor Sink Number 57 49 16 3 2 3 40 9 9 4 10 11 159 RECEIVED MAY 131985 CITY OF CARLSBAD Building Department 3300 Irvine Avenue • Suite 200 • Newport Beach • California 92660 • (714)756-0565 Tsuchiyama & Kaino Consulting Mechanical Engineers LA COSTA HOTEL & SPA CLUBHOUSE May 10, 1985 Page Two Number 14. Roof Drain 15. Overflow Drain 16. Backflcw Preventer 17. Gas Outlet (Kitchen - Low Press.) 18. Gas Outlet (Gas furnace - roof) 19. Gas Outlet (Boiler - Heating and Domestic Hot Water - Med. Press.) 20. Grease Interceptor HVAC 1. Heating Appliances a. Boilers (5,000,000 BTU) 2. Air Inlets & Outlets 3. Flue Vent 4. Ventilation Systems a. Serving Commercial Cooking Hoods 17 b. Serving Building Exhaust 5. Kitchen Hoods 6. Building Cooling Compressors 7. Air Handlin Units 8. Evaporative Coolers with Gas Fired Furnace 680 3 9. Fire Dampers 10. Smoke Detectors 290 13 Tsuchiyama & Kaino Consulting Mechanical Engineers LA OOSTA HOTEL & SPA CLUBHOUSE May 10, 1985 Page Three If there are any questions, please contact our office. Sincerely, & KAINO Stanley S. Sato cc: Mr. Mark Clark - Marnell Corrao Mr. Irv Roston - La Costa SSS:bdh CARLSBAD LA COSTA COUNTRY CLUB SOUTH WING PLAN FILE NO. 8 JANUARY 31, 1985 Plans submitted are incomplete and checking cannot progress. 1. Details of column connections to footings and/or walls are lacking, (no cross references). 2. Provide complete calculations, dimensions, and details for lateral load resisting frames. 3. Provide calcs for walls which are specially reinforced to act as columns under vertical elements of frames . 4. Provide calcs for footings supporting vertical elements of lateral force resisting frames and include overturning forces in footing calculations. 5. Additional checking prior to issuance of any permits, including foundation only, will be required when complete plans are submitted, and additional corrections will probably result. If you have any questions please contact Gene Meier at Esgil Corporation (619) 560-1468. Thank you. cc: Johnson & Nielsen WZMH, Architects City of Carlsbad WZMH Group Inc. Architects & Planners May 23, 1985 10100 Santa Monica Blvd Suite 370 Los Angeles, California 90067 (213)2030991 Boston, Dallas, Denver, Los Angeles, New York City Calgary, Montreal, Toronto, Vancouver Mr. Carter Darnell City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008-1989 Re: La Costa Clubhouse - Bldg. Permit Dear Mr. Darnell This letter is per our telephone conversation on May 21, 1985. As we discussed, Esgil Corporation had sent you a letter dated May 7, 1985 recommending to the City of Carlsbad to issue a building permit for the referenced job. Since then, we have been updating the work revisions, i.e.: adding miscellaneous details or clarifying certain dimensions. These changes occurred in all the disciplines, except the electrical. I an enclosing herewith the following: - Two full working drawings (excluding the electrical section) dated May 20, 1985. - Also enclosed is copy 8% x 11 letters documenting all the revisions that has been made on each drawing since April 22, 1985 and one copy revised structural calculations (addressed to Mr. Tony Mata). If you have any questions, please do not hesitate to call eration. Hay ^ cc: Ir\x Roston Irv Mark C-iark Jim Gilsh-3 Dennis Saylor Prakit Nusatit >tan Sato .uss Givens Paul Barnard Barrey Robles Yun Roe Hieu Phan Paul Samara AIA MRAICWarWiCM HOusoenMRAIL, ARlBA Be'rwa h<-n«i MRAIC OaviO MrtD-D AIA ftirhardM«nnnqMRAlC ARIBA Wayne WJ BanhlAIA MRAIC JN Carl B Johnson Svend H Nielsen PerT Ron lames S Lai JOHNSON & NIELSEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 7462 N Figueroa Street, Los Angeles, CA 90041 4310 Orange Street, Riverside, CA 92501 ** 18009 Skypark Circle, Suite L, Irvine CA 92714 (213) 256-2237 (714) 686-5122 (714) 261-1495 May 21, 1985 Tony Mata City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Re. La Costa Hotel & Spa Carlsbad, California WZMH Group California, Inc /Architect Marnell Corrao Associates/Contractor (Our Project No N83-201) PLAN REVISIONS ITEM SHEET REVISION 1. 2. 3. 4. 5. 6 7. 8. 9. 10. S-2 1 S-2 2 S-2 2, 2 3 S-2 2 S-2. 3 S-2 3, 2 4 S-2. 3 S-2 4 S-2 4 S-3 1, 3.2 Slab elevation east of grid line E between grid line 6 and 7 revised to 47.65' Gave concrete block alternate for column at grid line 25 5 and A 3. Moved concrete column at grid line B-3/22 east 6". Modified slab note Minor dimension changes Revised location of stair #5 at grid line 16/A-7 Increased W12xl4 to 1112x16 at grid line 24/A-3 Minor dimension changes Show steps in footing at grid line 14/A-5 Trellis moved to plan above 11,S-3 2 Connection clarification Tony Mata/City of Carlsbad Re La Costa Hotel & Spa Carlsbad, California Page 2 May 21, 1985 PLAN ITEM 12. 13. 14 15 16. 17 18. 19. 20 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. REVISIONS SHEET S-3.3 S-3 4 S-3.5 S-3. 6 S-3. 6 S-3 7 S-3. 7 S-3. 8 S-3 8 S-3. 8 S-3. 8 S-4 2 S-5 1 S-5.2 S-5. 4 S-5. 4 S-5. 5 S-5 5 S-5. 6 S-5. 6 S-6.1 REVISION Connection Clarification. Detail clarification and framing around mechanical shaft. Detail clarification and framing around mechanical shaft Dimensional clarification Revised framing around stair #3, grid line 15/F-5. Revised framing over spa dining room. Minor dimensional and detail clarification Detail clarification Clarified actual existing framing and foundations. Revised framing around stair #3, grid line F/5-G and 15 Revised framing around stud pilasters. Deleted erroneous detail. Revised detail 14. Revisions on detail 17 Detail revision on frame 1 A. Dimension revision on frame 2 B-l Revised bracing on frame 5. Revised dimension on frame 2 B-2. SC-84 and 85 will use existing column. Clarification of column SC-55. Revised details 6 and 7 JN JOHNSON & NIELSEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS G^ JU / ' Tony Mata/City of Carlsbad Re: La Costa Hotel & Spa Carlsbad, California Page 3 May 21, 1985 PLAN REVISIONS ITEM SHEET REVISION 33. S-6 2 Revised base plates for columns CC-3, 31 and 34 34. S-6 2 Added column CC-37. 35. S-6 3 Revised dimensions on frame 6-A. Sincerely, JOHNSON & NIELSEN ASSOCIATES Dennis Say!or, P E. JN JOHNSON & NIELSEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Tsuchiyama & Kairto Consulting Mechanical Engineers Principals Senior Associate Victor M Tsuchiyama, PE Thomas S Kaya Kenneth K Kama PE Associates Kenneth H (to, PE May 27, 1985 Paul D Gibson Stanleys Sato Mr. Carter Darnell/Mr. Glen Adamek CITY OF CARLSBAD BUILDING INSPECTION 1200 Elm Avenue Carlsbad, California 92008 Subject: La Costa Hotel & Spa Clubhouse Gentlemen; The following is the list of changes that were made after plan check submittal: PLUMBING P-l: Added note, Item #10, on Plumbing General Notes. P-3.2: Repiped and relocated lavatories, storm drain and overflow drain on Detail #5. P-3.3: Repiped the waste pipe at women's locker room on Detail #1. HVAC AC-1.2: Revised equipment schedules. AC-1.3: Revised equipment schedules. AC-1.4: Revised equipment schedules. AC-2.1: Added general notes - Items 2, 3 & 4 3300 Irvine Avenue • Suite 200 • Newport Beach • California 92660 • (714)756-0565 Tsuchiyama & Kaino Consulting Mechanical Engineers LA COSTA HOTEL & SPA CLUBHOUSE May 27, 1985 Page Two AC-2.4: Completed air distribution for payroll area. AC-w.5: Revised air distribution for bakery area. If you have any questions, or additional information is required, please call. Sincerely, TSUCHIYAMA & KAINO Prakit Nusatit PN:bdh cc: Mr. Irv Roston, La Costa Mr. Hayder Faraj, WZMH WZMH Group California Inc Architects & Planners 10100 Santa Monica Blvd Suite 370 Los Angeles, California 90067 (213)203-0991 Boston, Dallas, Denver, Houston, Los Angeles, Irvine, Ca Toronto, Montreal, Calgary, Vancouver May 20, 1985 City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008-1985 Attn: Carter Darnell Re: Revisions after plan check approval (5/7/85) PLAN REVISIONS REVISIONITEM 1. SHEET A1.2 2. 3. 4. 5. A2.3 A2.6 A2.8 A2.9 ,A2.7 6. A2.ll, 2.12, 2.14 7. A2.13 8. A2.15 9. A2.16 10. A2.17 Indicate landscape features such as planters, walks around perimeter of the clubhouse. Add details 3,4 (Reflective ceiling plan). Add details 5 (Section). Indicate landscape planter west of Gridline A, between Gridline 1,1.2. Revise stair #5 @ Gridline 16 & A.7. Revise stair #5 Indicate landscape screen wall west of Gridline A6 between 18 & 19. Add all detail reference. Revise roof crikets. Add detail 4,5. Indicate ceiling material & light fix- tures. Indicate ceiling material & light fix- tures. Add detail 2. Indicate ceiling material & light fix- tures. Add details 2,3. Paul Barnard AIA MRAIC Warwick Housden MRAIC ARIBA Bernard Himal MRAIC David Habib AM Richard Manning MRAIC ARIBA Wayne WJ Banks AIA MRAIC Page Two May 20, 1985 Mr. Carter Darnell WZMH Group Inc Architects & Planners ITEM 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. SHEET A2.18 A3.1 A3. 4 A4.2 A4.4 A4.6 A4.15 A5.6 A5.7 A5.8 A6.1 A6.2 A7.1 A7.ll A7.15 A7.22 A8.6 A9.9 REVISION New sheet. Elevation 2: Add low wall @ gridline 15 & 16. Add stair @ gridline lla. New sheet Specify louver @ gridline 1.6. Revise elevation H.I Add detail P & Q. Add detail #7. Add detail #10. Revise detail #9. New Sheet Add detail 4, 5. Add section 2. Enlarged plan 1: Add lay-out of lockers. Revised detail 1,3. Add detail 2,3,4,5,6,7,8. Add detail #4. Revise detail 1,2. Revise detail 5,6,7. CITY OF CARLSBAD. PLAN FILE NO. 84-557 LA COSTA COUNTRY CLUB SOUTH WING FEBRUARY 8, 1985 Structural plans transmitted herewith have been corrected where necessary and substantially comply with applicable building codes of the City of Carlsbad. These plans are suitable for the issuance of a partial permit for foundations and retaining walls only. Prior to the issuance of any partial permits, the attached 1'Request For Building Permit For Partial Building Construction11 should be completed and signed by parties indicated thereon; the document should be filed in Building Department files with a copy to Esgil Corporation. Plans which were approved at the time that the previous permit was issued for the remodeling of the North Wing of the La Costa Country Club, (identified as Plan File No. 84-514) contain detail sheets which are germaine to the South Wing construction, and are not contained in plans submitted herewith. It is imperative therefor, that these plans and the previously approved plans he combined into a common set of approved plans. Esgil staff has advised the Structural Engineer that plans have been transmitted to City of Carlsbad, and that plan checking has been completed. If you have any questions, please contact Gene Meier at Esgil Corporation (619) 560-1468. Thank you. cc: WZMH A^/cn: Wayne Banks Johnso'n & Neilson Attn: Dennis Saylor £—€rty of Carlsbad Building Dept. File