The URL can be used to link to this page

05-0101 (AR)P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING PERMIT BUILDING & SAFETY DEPARTMENT (760) .777-7012 FAX (760) 777-7011 INSPECTION REQUESTS (760) 777-7153 Application Number . . . . 05-00000101 Date 2/17/05 Property.Address . . . . . . 53898 AVENIDA,VELASCO APN: 774-165-007-8 -000000- Appl,ic.ation description ADDITION - RESIDENTIAL Property Zoning . . ... . . . COVE RESIDENTIAL Application valuation.. 10000 Owner ------------------------- Contractor BAUGHAN. ------------------------ CHAPLIN CONSTR, RICHARD A. 53-898 AVENIDA VELASCO 826.98 LAURA DRIVE LA QUINTA CA 92253 LA QUINTA CA 92253 O (760) 275-9902 a WCC: STATE FUND WC: 1769973 07/01/05 FFB CSLB-: 11/30/06 ------ Structure In 787074 CCG orm AI�Px�58 FT. TO EXISTING BATHROOM Construction Type�L.q TY - NON RATED Occupancy Type . . . .CFO�;NT.� L G/LODGING/CONG <=10 Flood Zone . . ON- 0 FLOOD ZONE Other struct info . . . . . CO EDITION 2001 CBC FLOOD ZONE NO 1ST FLOOR SQUARE FOOTAGE 8.00 Permit . . . . ., ----------------------------------- BUILDING PERMIT Additional-desc Permit Fee 117.00 Plan Check Fee 76.05 Issue Date Valuation 10000 Expiration Date 8/17/05, Qty Unit Charge Per Extension 8.00 9.0000 BASE'FEE THOU BLDG 2,001-25,000 45.00 72.00 ------------- Permit ELECT - ADD/ALT/REM Additional desc Permit Fee . . . . 15.28 Plan Check Fee 3.82 Issue.Date Valuation 0 Expiration Date 8/17/05 Qty Unit Charge Per Extension 8.00 .0350 -------------------------------------------- BASE FEE ELEC NEW RES - 1 OR 2 FAMILY 15.00 .28 I . . . . . . MECHANICAL Additional desc Permit Fee . . . . 21.50 P1an.Check Fee 5.38 P.O. Box 1504 ' VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: Q S 0/ o / Applicant: Applicant's Mailing Ad ress: Date: Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Licep(i� is in full force and effect. License Class t(f License No. Date /7,— tf7;(5S Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).): U I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the situcture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Date WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for 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 insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is tssyed. f►Qy workers' compensation insurance carrier �nc� policy nyprbar are: Carrier IZCfit: 1�( Dyl Policy Number _ l (r//(p�Z Z _ I certify that, in the performance of the work for which this permit his issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provision � Date`/9— d 5 Applicant 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. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Bu.lding and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to ente u th ove-mentioned property for inspection purposes. Date-,,?— 1�� Signature (Applicant or Agent): Page - 2 Appli-cation Number . . . . . 05-0000,0101 Date 2/17/05 Issue Date Valuation . . . . 0 Expiration Date 8/17/05 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6.5000 EA MECH VENT • FAN 6.50 ---------------------------------------------------------------------------- Permit PLUMBING " Additional desc . .Permit Fee . . . . 21.00 Plan Check -Fee 5.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/17/.05 Qty Unit Charge Per Extension r BASE FEE 15.00 1.00 6.0000 EA PLB FIXTURE =--------------------------------------------=-------------------7---------- 6.00 Special Notes and'Comments ADD 8 SQ. FT. TO.EXISTING BATHROOM 2/10/0 5 4•:08:53 PM JJOHNSON ------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW FEE --------------- 7.61 STRONG MOTION (SMI) - RES 1.00, - Fee summary Charged Paid Credited Due . Permit Fee Total 1.74.78.,. .00 .00. 174.78 . .Plan Check Total 90.50 00 :.00 90.50 Other -Fee Total 8.61 .00 .00 8.61 Grand Total 273.89 .00 .00 273.,89 Unit 2 Unit 3 Unit 4 Unit 5 Comments Addition to Bathroom Unit 7 Unit 8 Unit 9 Unit 10 At the present time, the Desert Sands Unified School District does not collect fees on garagestcarports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooldng, eating or. sanitation) or replacement mobile ho mes. It has been determined that the. above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 8 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Exempt - Ricahrd A. Chaplin Check No. Name on the check Telephone 275-9902 Funding Exempt By Dr. Doris Wilson Superintendent Fee collected /exempted by S n McGilvrey a Payment Recd 1$0.00 Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE ��FiEDs Desert Sands Unified School District 47950 Dune Palms Road < BERMUDA DUNES Date 2/16/05 La Quinta, CA 92253INDIAN U% RANCHO MIRAGE d WELLS No. 26898 - - (760) 771-8515OINDIO DESERT d.� ? LMLA QUINTA V . y� 4 Owner Baughan API # 774-165-007 Address Jurisdiction La Quinta City Zip Permit # Tract # Study Area Type Residential Addition No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 53898 Avenida Velasco 8 Unit 6 Unit 2 Unit 3 Unit 4 Unit 5 Comments Addition to Bathroom Unit 7 Unit 8 Unit 9 Unit 10 At the present time, the Desert Sands Unified School District does not collect fees on garagestcarports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooldng, eating or. sanitation) or replacement mobile ho mes. It has been determined that the. above-named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 8 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Exempt - Ricahrd A. Chaplin Check No. Name on the check Telephone 275-9902 Funding Exempt By Dr. Doris Wilson Superintendent Fee collected /exempted by S n McGilvrey a Payment Recd 1$0.00 Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting Stoney Creek Design Studio Title : Baughan Residence `Job #Baughan Robyn S. Ritchey, Architect C9080 Dsgnr: R. Ritchey; Architec Date: 12:39PM, 29 NOV 04" 72-925 Fred Waring Drive, Suite 104 Description : Bathroom Expansion 53-8 avenida Masco 89 Palm Desert, Ca. 92260 Scope: Structural calculations for vertical and lateral analysis (760)341-6997 Fax(760)340-5191 and design. Rev: 560100 ;. User: KW -060253, Ver 5.6.1, 25-00-2002 Timber Beam & Joist Pag@ 1 (c)1983-2002 ENERCALC Engineering Software v:\proiects\baughan.ecw:Calculations Description NEWAX8 HEADER (worst case) ' Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ' H-1 Timber Section4x8 Beam Width in "� 3.500 - Beam Depth, in 7.250 Le: Unbraced Length ft • - 1.33 Timber Grade Douglas Fir - Larch , - r Fb - Basic Allow psi 1',200.0 - Fv - Basic Allow psi , 85.0 . Elastic Modulus - ksi 1,600.0 Load Duration Factor -1.000 Member Type Sawn ' Repetitive Status No , Center Span Data r - Span ft6.00 - Dead Load #/ft = 150.00 v Live Load #/ft50.00 Results Ratio = 0.3338 , Mmax @Center in -k - 110.80 f a^ @X= fb'Actual ft psi 3.00 .352.2 ^' a � �Fif/tFb: Allowable psi 1,556.5 oK L.AQv F.SUILft,G' & �DE A sending SAFE7Y Pr..fv :Actual psi 28.4 ■ P Oyt�) Fv: Allowable psi 85.0 -F Shear OK CO - OR NST Ir Reactions siDAIEQ Y 4 @Left Erid DL lbs'` 450.00 13 LL lbs 150.00 - Max. DL+LL lbs 600.00 @ Right End DL lbs 450.00 _;, 1 +• ', �A LL " lbs 150.00 Max. DL+LL lbs 600.00 Deflections Ratio OK r w - Center DL Defl in - 4025 UDefl Ratio 2,927.4 Center LL Defl in -0.008 UDefl Ratio, 8,782.3 1Cx Center Total Defl in -0.033 • , Location ', ft 3.000. UDefl Ratio '2,195.6, -9083 'Ott 3; -1 2,605 la NM`°°°. •' - - NOV 2' 9:,2004 0 � - Stoney Creek Design Studio Title :Baughan Residence Job # Baughan Robyn S. Ritchey, Architect C9080 Dsgnr: R. Ritchey,'Architec Date: 12:39PM, 29 NOV 04 ., Description : Bathroom Expansion',. y : 72-925 Fred Waring Drive, Suite 104 - 153-898 avenida velasco• i' ' ' PalmDesert, Ca: 92260 ' Scope: Structural calculations �•. for vertical and lateral analysis (760)341-6997 Fax(760)340-5191 and'design. .- ' Rev: 560100 s ^ User:KW-060253,Ver5.6.1;25-0d-M02•., Timber Column''Design- Page . 1 (c)1983-2002 ENERCALC Engineering Software v:\projectstbaughan.ecw:Calculations ' - -Description- • P=1(worst case) • General InfOrrYlatlon Calculations are designed to 1997 NDS and 1997.UBC Requirements' • Wood Section 4x4 Total Column Height . , . 8.00 ft', Le XX for Axial -0.00 ft Rectangular Column Load Duration Factor _. 1.00 t Le YY for Axial 0.00 ft Column Depth 13.50 in Fc '300.00,psi x . Lu XX for Bending i 0.00 ft Width' 3.50 in Fb - 725.00 psi g ' Sawn r E - Elastic Modulus 1,300 ksi • Douglas Fir - Larch (North), No.2 - ' :• Loads Dead Load Live Load - Short Term Load'N + , Axial Load \. • 450.001bs` ' -. ,.- 150.00 lbs " ., 0.00 lbs - - .. Eccentricity , , . 0.000in Summary. . , Column: OK 1 '' ' Using': 4x4, Width= 3.50in, Depth= 3.50in, Total Column Ht= 8.00ft • a ;4 r DL+LL DL+LL+ST A DL ;'ST k' i fc : Compression 48.98 psi • i 48.98 psi 36.73 psi + Fc: Allowable, . ',; 805.00 psi 805.00 psi: a• ' 805.00 psi4. fbx : Flexural 0.00 psi 0.00 psi', 0.00psi, \ F'bx : Allowable . 1,087.50 psi 1,087.50' psi Y'' y,r - 1,087.50 psi Interaction Value 0.0608 ' ' 0.0608 * ` ' 0.0456 Stress Details Fc: X -X 805.00 psi .F For Bending Stress Ca les... Fc: Y -Y t' ' 805.00 psi �' Max k'Lu / d �" 50.00 " - - F'c :Allowable } • 805.00 psi Actual k'Lu/d , : , 28.921, F'c:Allow • Load Dur Factor J 805.00 psi Min. Allow k"Lu / d 11.00" F'bx 1,087.50 psi -, Cf:Bending 1.500 •i F'bx' Load Duration Factor 1,087.50 psi ' i Rb: (Le' d / b^2)'^.5 . 1.000 - ' - For Axial Stress'Calcs... • ° . Cf : Axial _ 'E :1.150 • _ Axial X -X k Lu hd '., 0.00 r .e r. Axial Y -Y k Lu / d 0.00 ^ , f r Stoney Creek Design Studio,* Title: Baughan Residence , ` ... Job # Baughan Robyn S. Ritchey, Architect C9080 .} Dsgnr:-R. Ritchey, Architec ' Date:.12:39PM, '29 NOV 04` - Description : Bathroom Expansion - 72 -925 Fred Waring Drive, Suite 104 53-898 avenida velasco, Palm Desert, Ca22 . 960. " eMr Scope: Structural calculations for vertical and lateral analysis (760)341-6997 Fax(760)340-5191 and design. Rev: 560100' , 3 User: KW -060253, 5.6.1,25-0ct-2UO2 Square Footing Design Page., 1 (c)1983-2002 ENERCALC Engineering Software ' v:1projectslbaughan.ecw:Calculations -Description EXISTING FOOTING (worst case) s General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 0.450 k Footing Dimension 1.000 ft" Live Load 0.150 k Thickness' 12.00 in ' 'Short Term Load 0.500 k `' • # of Bars , ` (_ ' 2 " • _ Seismic Zone 4 Bar Size • 4 " �' Overburden Weight 50.000 psf Rebar Cover 3.250 Concrete Weight ' 145.00 pcf , fc' '., - • 2,000.0 psi f LL & ST Loads Combine _ - Fy 40,000.0 psi . ' Load Duration Factor . - , 1.330 .. ' •� s - Column Dimension 0.00 in4 ." �' = l ` Allowable Soil Bearing„' -, 1,500.00 psf • Reinforcing - Rebar Requirement j Actual Rebar "d” depth used . _ 8.500 in As to USE per foot of Width 0.143 in2 2001Fy It 0.0050" • Total As Req'd r 0.1.43 int '. ' As Req'd by Analysis . 0.0000 in2 Min Allow % Reinf 0.0014 ' Min. Reinf % to Req'd," 0.0014% =� Summary _ .. _ + -:, Footin '.0K 1.00ft square x 12.Oin thick with 2- #4 bars T. - Max. Static Soil Pressure t' i� . 795.00 psf . Vu :Actual One -Way' , 0.00 psi , . Allow Static Soil Pressure 1,500.00 psf Vn'Phi : Allow One -Way 76.03 psi Max. Short Term Soil Pressure 1,295.00'psf Vu :"Actual Two Way �. * �. '' 3.13 psi Allow Short Term Soil Pressure 1,995.00 psf �' *Vn'Phi : Allow Two -Way . 152.05 psi t Alternate Rebar Selections::: " ,I Mu : Actual " . 0.23 1 ' # 4's . 14 ,- # 5's 1. "# 6's Mn' Phi : Capacity ' 9.73. ` ,1� a 1 # Ts. 1 # 8's 1 #.9i 1 # 10's 41 A ,. C-9090=, - EC -3112005 Y' NOV �, � •d 1