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10-1132 (PAT)81307 Amundson Ave 10-1132 Ill II III I IIl111111611' 02 IE P.O. BOX 1504 ) 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: G'on/r2q--- 7,aoR 10-00001132 81307 AMUNDSEN AVE 767-690-020- - - PATIO COVER - RESIDENTIAL LOW DENSITY RESIDENTIAL 15000 I T4ht 4 XP Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or E gineer: kZ/1Ti C' 2 `1 Owner: MICHAEL H GRAY TRUST PO BOX 9935 NEWPORT BEACH, CA 92658 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 nA Contractor: BRADSHAW CO J TtUC'AI-QN I 2U1 46248 ROUDE` - ULA QUINTA, CA (760)347-4 46 C6Ty0=s_,{(,j:iN A Lic. No.: 84 Date: 11/09/10 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 41 _ _ _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - _ - _ _ I hereby affirm under penalty of perjury Section 7000) of Division 3 of the Busi License Class: 13 Date: '1 \b Contractor: A ENSED CONTRACTOR'S DECLARATION am licensed under provisions of Chapter 9 (commencing with nd Professionals Code, and my License is in full force and effect. License No.: 848057 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the S t!l foI wing rgnun_(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 Contractor's 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).: (_) 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 fSec. 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 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.). 1 _) 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.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: 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: LQPERDIIT WORKER'S 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 issued. My workers' compensation insurance carrier and policy number are: Carrier DELOS INS 1 Policy Number 01DKRM22005875 I certify that, in the performan of the work for which this permit is issued, I shall not employ any person in any manner so a become subject to the workers' compensation laws of California, and agree that, if I should come subject to the workers' compensation provisions of Section 3700 of the Labor Code, hall forthwith comply with those provisions. Date: L-11-10 Applicant: WARNING: FAILURE TO SECURE WORK RS' 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building 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 t0 building onstruction, and hereby authorize representatives of this county to enter upon the above-mentioned property f inspection purposes. Date: 11•1 ,1yP Signature (Applicant or Agent): Application Number . . . . . 10-00001132 Permit . . . PATIO COVER PERMIT Additional desc 532 DETACHED PAVILION Permit Fee 162:00 Plan Check Fee 105.30 Issue Date . . Valuation . . . . 15000 Expiration Date 5/08/11 Qty Unit Charge Per Extension BASE FEE 45.00 13.00 9.0000 ------------------------------ THOU BLDG 7 ------------------------ 2,001-25,000 =-------------------- 117.00 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee . . . . 31.35 Plan Check Fee 7.84 Issue Date Valuation . . . . 0 Expiration Date 5/08/11 Qty Unit Charge Per Extension BASE FEE 15.00 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 3.00 .4500 ------------------------------------------------- EA ELEC DEVICE/FIXTURE >20 --------------------------- -------------------------Permit 1.35 Pe rmit . . . MECHANICAL Additional desc . Permit Fee . . . . 24.00 Plan Check Fee 6.00 Issue Date Valuation 0 Expiration Date 5/08/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 ---------------------------------------------------------------------------- EA MECH APPL REP/ALT/ADD' 9.00. Permit . . . PLUMBING Additional desc . Permit Fee . . . . 30.00 Plan Check Fee 7.50 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/08/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6.0000 EA PLB FIXTURE 6.00 3.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 9.00 -------------------------------------------------------------------=-------- Special Notes and Comments 532 SF DETACHED PAVILION W/ BBQ, LQPER\IIT ` Application Number . . . 10-00001132 ------------------------------------------------------- Special Notes and Comments -------------------- FIREPLACE, SINK & OVEN. 2007 CODES 2008 ENERGY. ---------------------------------------------------------------------------- Other'Fees. . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 ENERGY REVIEW FEE 10.53 STRONG MOTION (SMI) - RES 1.50 Fee summary ----------------- Charged ---------- Paid -------------------- Credited ---------- Due , Permit Fee Total 247.35 .00 .00 247.35 Plan Check Total 126.64 00 .00 126.64 Other Fee Total 13.03 .00 .00 13.03 Grand Total 387.02 .00 .00 387.02 LQPE%-%11T P. Number: A//A gal Description: —1-aYAC�1 ST, Zip: hone: Lic. # Engr., Designer: ass: 42-- 1/�3'I,v� ST, Zip: ��L -tyj 0EcJr- ,hone: Lic. 4:---�2"I��� of Contact Person: SVS )hone # of Contact Person City ®f La Uinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and.,Tracking Sheet Owner's Name: E. Address: .3-g-2--+ /A City, ST, Zip: :1:1,1D -.,,IF 4_1-6 i GIA P2,?Jd Project Description: t��C t'>=21x2 •4�c�_ �4A�11 �.� u?� . . A' Lic. #: Q` --IN. \'T_ I# Submittal Plan Sets Req'd Rec'd d� TRACKING f PERMIT FEES Plan Check submitted 10/lb Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up 'Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for correctio /issue Electrical Subcontactor List Called Contact Person 11Plumb hi==:-- Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit 5ees gtu C1 &J ems- t j \ IIIIIIIIIIIIIIIIIIIIIIIII 76 Sladden Engineering 77-725 Enfield Lane, Suite 100, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523=1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 April 16, 2009 Project No. 544-08250 09-04-100 3 Kristi-Hanson Architects, Inc. 72185 Painters Path; Suite A Palm Desert, California92260 1 Project: Gray Residence 81307 & 81325 Amundson Avenue The Madison Club La Quinta, California Subject: Foundation Plan Review Ref: Geotechnical Update prepared by Sladden Engineering dated March 27, 2007, Project No. 544-4810, dated March 27, 2007, Report No. 07-03-241. Geotechnical Investigation report prepared by Sladden Engineering dated January 28, 2005, Project No. 544-4810, Report No. 05701-101 As requested, we have reviewed the Foundation Plans and Details prepared for the proposed Gray residence by Young Engineering Services. Based on our review, it appears that the recommendations included within the referenced Geotechnical Update and Geotechnical Investigation report have been properly incorporated into these plans. If you have questions regarding this memo, please contact the undersigned. Respectfully submitted, SLADDEN ENWNEERING Brett L. Anderson Principal Engineer Letter/gl "%` --UF 11Attt% 4/Kristi Hanson Architects, Inc. No. C 45389 Exp- 9-30-2010 Copies: APR 2 7 2009 U i1 4 Sladden Engineering 77-725 Enfield Lane, Suite 100 Palm Desert, CA. 92211 (760) 772-3893 (760) 772-3895 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 52370952 Fax (714) 523-1369 114 S. California Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863. December 2, 2008 Project No. 544-08250 08-12-608 Kristi Hanson Architects, Inc. 72185 Painters Path, Suite A Palm Desert, California 92260 Subject: Geotechnical Update Project: Gray Residence 81307 & 81325 Amundson Avenue The Madison Club La Quinta, California Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28, 2005; Project No. 544-4810, Report No. 05-01-101. Report of Testing and Observation during. Rough Grading prepared by Sladden Engineering dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located of 81307 & 81325 Amundson Avenue within the Madison Club development in the City of La' Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Madison Club project site. The rough grading included recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced Project Grading Report along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous. reports also address the potential for liquefaction, subsidence and differential settlement. The remedial grading performed was intended to mitigate potential differential settlements.. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. December 2, 2008 -2- Project No. 544-08250 08=12-608 Allowable increase of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of.depth may be utilized, if desired. 'The maximum allowable. bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a .combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with the 2007 CBC classification criteria. 'Pertinent 2007 CBC Seismic Design parameters are summarized on the attached data sheet. Because the lot has been previously graded, the remedial grading required at this time should be minimal provided that the residence falls within the building envelopes established during rough grading. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. If .building elements extend beyond the rough ,graded pad, additional overexcavation will be necessary. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sn, generally described as stiff soil. The following presents additional coefficients and factors relevant to. seismic mitigation for new construction' upon adoption of the 2007 California Building Code (CBC). The seismic design category for a structure may be determined in accordance with Section 1613 of the 2007 CBC or ASCE7. According to the 2007 CBC, Site Class D may be used to estimate design seismic loading for the' proposed structures.. The period of the. structures should be less than 1/2 second. This assumption should be verified by the project structural engineer. The 2007 CBC Seismic. Design Parameters are summarized on the following page. Sladden Engineering December 2, 2008 -3- Project No. 544-08250 08-12-608 Occupancy Category (Table 1604.5): II Site. Class (Table 1613.5.5): D Ss (Figure 1613.5.1): 1.5008 S1 (Figure 1613.5.1): 0.600g Fa (Table 1613.5.3(1)):1'.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 {Fa X Ss1): 1.5009 Sml (Equation 16-38 {Fv X S11): 1.900g SDS (Equation 16-39 12/3 X Sms)): 1.000g SDI (Equation 16-4012/3 X 5m1)): 0.600g Seismic Design Category: D We appreciate the opportunity to .provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEE Q ESS/ONq M el LU No. Brett L. Anders n Exp. 9.30.2010 Principal Engineer �l CIV11. SER/gl 9TFOF CAUF�� Copies: 4/Kristi Hanson Architects, Inc. Sladden Engineering IIIIIII VIII III VIII IIII 77 Sladden Engineering 77-725 Enfield Lane, Suite 100, Palm Desert, CA 91211 (760) 7724893 Fax (760) 772-3895 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523.1369 450 F,gan Avenue, Beaumont, CA 92223 (951) 84.5-7743 Fax (951) 845-8863 I April 22, 2009 Project No. 544-08250 09-04-107 Kristi Hanson Architects, Inc. 72185 Painters Path, Suite A Palm Desert, California92260 , Project: Gray Residence kn� 81307 & 81325 Amundson Avenue The Madison Club La Quinta, California Subject: Retaining Wall Seismic Loading Ref: Geotechnical Update prepared by Sladden Engineering dated March 27, 2007; Project No. 5444810, dated March 27, 2007, Report.No. 07-03-241. Geotechnical Investigation report prepared by Sladden Engineering dated January 28, 2005; Project No. 5444810, Report No. 05-01-101 It is our understanding that retaining walls up to 1.5 feet in height will be :required to accomplish the construction at the proposed custom residence. According to the 2007 CBC, seismic loads must be considered in the design of earth retaining structures. Seismic pressures for retaining walls with drained level native backfill soil are attached to this report. The estimated "seismic" pressures may be utilised for the design of earth retaining walls up to 15 feet in height. The results of our analyses are summarized on . the attached data sheets included with this memorandum. Tf you have questions regarding this memo, please contact the undersigned. Respectfully submitted, SLADDEN >rNGINEEI Brett L. Anderso Principal Engineer Letter/gl No. C 45389 Exp.9.30-2010 ti �J'h_ G1Vt�, Copies: 4/.Kristi Hanso�ts, Inc. .