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Home My WebLink About2101 COSTA DEL MAR RD; ; CB044417; Permit12-08-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Sign Permit Permit No CB044417 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2101 COSTA DEL MAR RD CBAD SIGN 2161230700 Lot# 0 $5,000 00 Construction Type NEW LA COSTA RESORT NORTH MONUMENT SIGN W/LIGHT Applicant K S L LA COSTA RESORT CORP 50-905 AVENIDA BERMUDA LAQUINTACA 92253 Status Applied Entered By Plan Approved Issued Inspect Area Owner K S L LA COSTA RESORT CORP 50-905 AVENIDA BERMUDA LA QUINTA CA 92253 ISSUED 12/08/2004 MDP 12/08/2004 12/08/2004 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Electrical Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees $61 19 $000 $3977 $0.00 $000 $000 $000 $000 $000 TOTAL PERMIT FEES $10096 Total Fees $100 96 Total Payments To Date $0 00 Balance Due:$10096 X? X BUILDING PLANS JN STORAGE ATTACHED 7114 12/08/04 0002 01 02 CGP 100.96 Inspector FINAL-APPROVAL Date I'St'OS 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/exaclions 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 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date iress (include Bldo/Suite »)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units ~A /(^( ( #of Stori Assessor s Pared #Existin e^^. ^ Proposed Use Description of Work SQ FT # of Bedrooms # of Bathrooms Name Address City E3 Agent for Contractor Q Owner Q Agent for Owner State/Zip Telephone #Fax* Name Address City State/Zip Telephone # Address City State/Zip Telephone #Name 5. CONTRACTOR-C (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve, demolish or repair any structure pnor 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 ($5001) Name State License * Address License Class City State/Zip City Business License # Telephone * Designer Name State License * 6 • WORKERS' COMPENSAT Address im^ :• City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q 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 D 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) M CERTIRCATE 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 FaJture to secure workers compensation coverage is unlawful and shad subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 0001 in additkmtp the co*tof compensation damages as provided for in Section 3706 of the Labor code Interest and attorney » fees SIGNATURE /&£ &S&L tffitoS/Vty /4</ /fok*~£ ^M^^^ - DATE / '2~/a&'Js*r I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) Q 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 epply to an owner of property who builds or improves thereon and contracts for such projects with contractorls) licensed pursuant to the Contractor s License Law) CD 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 Q YES QNO 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 work) 10PERTY OWNER SIGNATURE |_ -- .,-.— ,- _7s 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? Q YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? D YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8. CQIJ^UCTJONLENDJNQ AGENCY 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 9s AliLJC^ 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 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) .PPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 03/30/2005 Permit* CB044417 Title LA COSTA RESORT Description NORTH MONUMENT SIGN W/LIGHT Inspector Assignment PD 2101 COSTA DEL MAR RD Lot 0 Type SIGN Sub Type Job Address Suite Location OWNER K S L LA COSTA RESORT CORP Owner K S L LA COSTA RESORT CORP Remarks Phone 7604469918 Inspecto Total Time CD Description 39 „ Final Electrical Act Comment Requested By JEFF Entered By JANEAN Associated PCRs/C Inspection History Date Description Act Insp Comments 02/17/2005 66 Grout AP PD 02/15/2005 11 Rg/Foundation/Piers AP PD STRUCTURAL CALCULATIONS for La Costa Resort & Spa Landscape Structures Prepared By Dale Christian, S.E. Inc. 1744 West Katella Avenue Suite 107 Orange, CA 92867 December 1, 2004 Dale Christian, S E 1744 West KatellaAve Suite? Orange, CA 92867 Data 4 28PM, 1 DEC 04 Title Dsgnr &+- Description Scope Code Ref ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 R*r 580006UMTKW-OBOUmVM-SBO 1-0*02003(0)1963^003 ENBRCALC EngJnaerinQ Soft Cantilevered Retaining Wall Design Page 1 020S2.«cwC*fcuM!ons Description 8ft Dbl Fence Wall Criteria J Soil Data Retained Height Wall height above soil Slope Behind Wall Height of Son over Toe Soil Density Wind on Stem 100ft 800ft 000 1 12 00 in HOOOpcf 14 8 psf Design Summary Total Bearing Load resultant ecc. 1,210 Ibs 8 64 in Footing Design Results Factored Pressure Mu' Upward Mu' Downward Mu Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1,696 602 153 449 741 8500 None Spec'dNone Spec'dNone Spec'd J Allow Soil Bearing = 1,5000 psf Equivalent Fluid Pressure Method J Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing||Soil Friction Soli height to ignore for passive pressure 35 0 psf/ft 350psf/ft 2250psfffi 00ft 0300 Footing Strengths & Dimensions | Fy •* 60,000 psi 00018 075ft200 = 6 00 in fc = 2,500 psl Mm As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover® Top = 2 00 in 1 275 12 00 in ' 000 in 000 in 058ft 6 Btm = 3 00 in Stem Construction J Top Stem Soil Pressure Q Toe = 1.231 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,696 psf ACI Factored @ Heel = 0 psf Footing Shear Q Toe = 7 4 psi OK Footing Shear @ Heel = 4 5 psi OK Allowable = 85 0 psi Wall Stability Ratios Overturning = 204 OK Sliding = 342 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 188 7 Ibs less 67 % Passive Force= - 282 7 Ibs less 100% Friction Force= - 3631 Ibs Added Force Req'd = 0 0 Ibs OK for 1 5 1 Stability - 0 0 Ibs OK Heel Opsf Oft-# 454ft-# 454ft-# 4 55 psi 85 00 psi Stem OK 000 Masonry 800 # 4 2400 Center Design height ft= Wall Material Above "Ht" Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force @ Section Ibs = Moment .Actual ft-#= Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht in = Bar Lap/Hook BELOW Ht in = Wall Weight Rebar Depth 'd' in = Masonry Data fm psi= 1,500 Fs psi= 20,000 Solid Grouting = No Special Inspection = No Modular Ratio'n' = 2578 Short Term Factor = 1330 Equiv Solid Thick in - 5 20 Masonry Block Type Concrete Data fc psi = Fy psp 0966 1187 5936 6145 41 258 2000 600 610 381 Normal Weight OttH eptabto SIZM & Spacing* Toe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S * Fr Key No key defined Dale Christian, S E 1744 West KatellaAve. Suite? Orange, CA 92867 Date 428PM. 1DEOU4 Scope Code Ref ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev- 680005Uier :: (c)198»a003 VarSBO 1-DW-2003CALC Englrmrinp Software Cantilevered Retaining Wall Design Page 2 ] 020B2.«MrCticuMi«w Description 8 ft Dbl Fence Wall Summary of Overturning & Resisting Forces & Moments J Item OVERTURNINGForce Distance MomentIbs ft ft-* Heel Active Pressure 700 Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil = 1187 SeismicLoad - 067 600 467 7123 Total = 1887 OTM = Resisting/Overturning Ratio = 2 04 Vertical Loads used for Soil Pressure = 1,2102 Ibs Vertical component of active pressure used for soil pressure 7590 Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert Component Total' RESISTINGForce Distance Moment Ibs ft ft-* 1467 208 3056 1= Si Ss B SS 825 5490 4125 195 000 038 108 138 058 275 309 5948 5672 537 1,2102 Ibs R.M>1,5521 DALE CHRISTIAN/ STRUCTURAL ENGINEER. INC CONSULTING & DESIGN 1744 West Katella Avenue Suite 107 Orange CA 92867 714-997-1145 FAX 714-997-3857 La Costa Resort & Spa JOB NO BY GKH DATE 12/01/04 SH Footing for Pilaster - 8'-6" max Ht (Pool Building) OTM All Soil Press = Duration Factor = Width = Length = Thick - Mm Steel = Live Load = 3369 ft-lb 1500 psf 1 33 400ft 900ft 1 00 ft 00018*Area Olb 396 27*8 5 Mm Steel 1 04 sq in 2 33 sq in Layers 1 Spcg, in 12 Bar Size 4 7_ OTM D Footing Load Weight 5400 1554 Arm 45 45 Moment 24300 6994 Total 6954 Ib 31294 ft-lb ecc = L/6 = 048ft 150ft 1 5xOTM = 5052 8 ft-lb Allow Beanng = 2000 psf Max Soil Press = 256 psf *QK* *OK* *OK*108 in x48lnx 12 In thk pad w/#4 Bars at 12 in oc i'l ANNING BUILDING I TILE ROOF TO MATCH ARCHITECTURE 2. CONCRETE DECORATION 3 CONCRETE CAP 4 CJMJU. PILASTER 5. OMil. SIGN WALL £ CONCRETE BASE 8 RESORT LOSO 4 SIGN GRAPHICS PER OUJNER'S 3. FINISH GRADE 10. FINISH COLOR TO MATCH RESORT HOMES EXTERIOR II COMPACTED SUBGRADE PER STRUCT ENG DETAIL NOTES PRIOR TO BIDDING AND CONSTRUCTION, CONTRACTOR TO VERIFY ALL MATERIALS, DESIGNS AND DIMENSIONS OF THE SIGN SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE OUJNER. ELEVATION SCALE: If 2" = X'-C?" K.-J US ,