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05-5257 (SOTB)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 05-00005257 Property Address: 50620 VIA PORTOFINO APN: 772-490-012- - - Application description: STRUCTURES OTHER THAN BUILDINGS Property Zoning: LOW DENSITY RESIDENTIAL AppllCSTlOn Valuation: 2000 Applicant: Architect or Engineer: P / • " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 License is in full force and effect. License Class: C8 C27 C29 License No.: 656128 /ate: bmmctor: _ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's 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 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).: (_ 1 1, 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 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, 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 1 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: A LQPERMTT Owner: NRI CCP I 81100 AVE 53 LA QUINTA, CA 92253 Contractor: CALIFORNIA POOLS & SPAS P.O. BOX 1280 COACHELLA, CA 92236 (760)39.8-9222 LiC. No.: 656128 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/01/05 SEC 012005 ;RF LA Qun.�. WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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 J issued. I� 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 SEA3RIGHT INS Policy Number BB1050510 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, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Cowl shall forthwith comply with those provisions. 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. 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 to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned propel y for inspection purposes. n sur ' ature (Applicant or Agentl. Application Number . . . . 05-00005257 Permit . . . ELEC-MISCELLANEOUS Additional desc . . Permit Fee . . . . 15.75 Plan Check Fee 3.94 Issue Date Valuation . . . . 0 Expiration Date 5/30/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 .7500 PER ELEC DEVICE/FIXTURE IST 20 75 ----=----------------------------------------------------------------------- Special Notes and Comments FOUNTAIN PER APPROVED STRUCTURAL PLANS ------------------------------------------------------------7--------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES .50 Fee summary Charged -------------------------------------- Paid Credited ---------- Due Permit Fee Total 15.75 ---------- .00 .00 15.75 Plan Check Total 3.94 .00 .00 3.94 Other Fee Total .50 .00 .00 .50 Grand Total 20.19 .00 .00 20.19 LQPERMIT PATRELL ENGINEERING GROUP, INC. 751 Sunny Grove Ln. • Glendora, CA 91741 • PH: (626) 335-4362 • FAX (626) 963-4812 ENGINEERING CALCULATIONS AND DETAILS FOR SPECIAL FREESTANDING FOUNTAIN MOSHIER RESIDENCE 80620 VIA PORTOFINO LA Q U I N TA, CA DATE: OCTOBER 15, 2005 ENGINEER: DOUGLAS R. FERRELL RCE # 32994, CALIFORNIA 751 SUNNY GROVE LANE GLENDORA, CA 91741 (626) 335-4362 Project: PATRELL ENGINEERING GROUP, INC. Engineer: 751 Sunny Grove Ln. PH: (626) 335-4362 Glendora, CA 91741 FAX: (626) 963-4812 Date: yrs sw',;J�C�e 4 K J 01' Sheet I of ----------------- ------------------------------- - — — — — — — — — — — — — — — —J It ,L lq,� �'Nwc . 12 • G,� GTU vt�(2 �b �t� i � �r�� ESS16 CIO C z LU � 0 No.C32994 m Exp. 6/06 11��, CIVtL �Q- CAV%f Project; �1.OS �kt,�L�1✓YEc�i+✓E r •PAT BELL AZA t.P� a -t r-�� LP1 QJOTA ENGINEERING Client: GROUP, INC. Engineer: Date: f1 K 0 Sheet of 651 E. Northridge Ave. 'PH: (626) 335-4362 Glendora, CA 91741 FAX: (626) 963-4812 --q, Z- �� GotST - �pc�C3tw. QvP�-TzITE T(P i 1 r��N `� 13 Loc V, j'-_Vcr ku�C6-L-C' . � �4-c Itouac• �.. _ 1 _u 2- 4- General Notes: OQRO ESS/0�� days. 1. Concrete - 2000 p.s.i. Min. @a 28 �� S 'T 2: Reinf. SteelGrade 40. fs=20,000 p.s.i. 3. Reinf. Steel -Laps - Min. V-8'.: COD Z J 4. Concrete Masonry Units with type M".mortarfm=1500 p.s.i. O rn u No.C32994 5. Grout -1 part cemerit'(plastic cement not•permitted) 21/4 to 3 parts sand,.2 parts pea gravel. p rr-. 6. Mortar type "M' or 'S" - 1 part cement,'/4 part hydrated lime or lime putty, sand. 21/4 - 3 times the Exp. 6/06 swwefewnertt-and lime. CIVIL 7 A# werkn anship and ri ia�s to conform with the UNIFORM BUILDING CODE. I SOF CAV\F_ Patrell Engineering Group, Inc. Title Moshier Residence Pager 751 Sunny Grove Lane Job # Dsgnr: DRF Date: OCT 18, 005 Glendora, CA 91741 Description.... (626) 335-4362 Freestanding water feature, V-6" deep Fax (626) 963-4812 This Wall in File: c:\prog-am files\rp2005\wallsfile.rp5 Retain Pro 2005 , 7 -April -2005, (c) 1989-2005 www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2001 Registration # : RP -1145535 2005001 Criteria Toe Width = Retained Height = 1.50 ft Wall height above soil = .8.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Wind on Stem = 15.0 psf Surcharge Loads Toe Width = Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 12.00 in Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in *Design Summary Footing Concrete Density = Wall Stability Ratios . Min. As % = Overturning = 3.24 OK Soil Data Allow Soil Bearing = 1,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 150.0 psf/ft Soil Density = 110.00 pcf FootingIlSoil Friction = 0.650 Soil height to ignore for passive pressure = 6.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Footing Dimensions & Strengths Toe Width = 2.00 ft Heel Width = 1:00 Total Footinc Width = 3.00 Footing Thictness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2 000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load Adjacent Foding Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg G_ Dist = 0.00 ft Footing Type Line Load Base Above/3elow Soil Soil Pressure @ Heel = = at Back of Nall 0.0 ft Poisson's Ra:io = 0.000 Stem Construction , Top Stem 2nd Stem OK Stem OK Design Height Above Ftc ft = 2.00 0.00 / Wall Material Above "Ht" = Masonry Concrete Sliding = 5.75 OK Thickness = 8.00 12.00 Rebar Size = # 4 # 4 Total Bearing Load = 1,362 lbs Rebar Spacing = 16.00 32.00 ...resultant ecc. = 1.40 in Rebar Placed at = Center Edge Design Data Soil Pressure @ Toe = 560 psf OK fb/FB + fa/Fa = 0.809 0.258 Soil Pressure @ Heel = 348 psf OK Total Force @ Section lbs = 112.5 204.0 Allowable = 1,000 psf Moment.... Actual ft-#= 421.9 884.0 Soil Pressure Less Than Allowable ACI Factored @ Toe = 657 psf Moment..... Allowable ft-#= 521.2 3,422.0 ACI Factored @ Heel = 409 psf Shear..... Actual psi = 3.6 2.0 Footing Shear @ Toe = 4.2 psi OK Shear..... Allowable psi = 19.4 67.1 Footing Shear @ Heel = 0.0 psi OK Wall Weight psf= 63.0 150.0 Allowable = 67.1 psi Rebar Depth 'd' in= 3.75 10.25 _ Sliding Calcs (Vertical Component Used) ---MP-SPLICE-IF-ABOVE-in--- -20-00-20.93----- Lateral Sliding Force = 180.0 lbs LAP SPLICE IF BELOW in = 20.93 less 100% Passive Force= - 150.0 lbs HOOK EMBED INTO FTG in = 6.00 less 100% Friction Force = - 885.3 lbs Masonry Data fm psi= 1,500 Added Force Req'd = 0.0 Ibs OK Fs psi = 20,000 ....for 1.5 : 1 Stability = 0.0 lbs OK Solid Grouting = No Load Factors Special Inspection = No Building Code CBC 2001 Modular Ration' = 25.78 Dead Load 1.200 Short Term Factor = 1.000 Live Load 1.600 Equiv. Solid Thick. in= 5.80 Earth, H 1.600 Masonry Block Type = Medium Weight Wind, W 1.300 Concrete Data 1 Seismic, E 1.000 fc psi = 2,000.0 Fy psi= 60,000.0 OQ) r J � �� p No.C32994 M Exp. 6/06 civil q�OF CAUTO�`P Patrell Engineering Group, Inc. Title Moshier Residence Page: 751 Sunny Grove Lane Job # Dsgnr: DRF Date: OCT 18,2005 Glendora, CA 91741 Description.... (626) 335-4362 Freestanding water feature, V-6" deep Fax (626) 963-4812 This Wall in File: c:lprog-am files\rp20051wallsfile'rp5 Retain Pro 2005 , 7 -April -2005, (c) 1989-2005 www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2001 Registration # : RP -1145535 2005001 Footing Design Results Soil Over Heel = 3.00 Toe Heel Sloped Soil Over Heel = Factored Pressure = 657 409 psf Mu': Upward = 1,204 0 ft-# Mu': Downward = 492 0 ft-# Mu: Design = 712 0 ft-# Actual 1 -Way Shear = 4.25 0.00 psi Soil Over Toe = Allow 1 -Way Shear = 67.08 0.00 psi Other Acceptable Sizes & Spacings Toe Reinforcing = # 4 @ 16.00 in Toe: Not req'd, Mu < S' Fr Heel Reinforcing = # 4 @ 16.00 in 77-2.5 Heel: Not req'd, Mu < S ' Fr Key Reinforcing = None Spec'd Earth @ Stem Transitions= Key: No key defined LSummary of Overturning & Resisting Forces & Moments 841.3 ....OVERTURNING..... ....RESISTING..... 45J.0 Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 93.8 0.83 -33.8 0.50 120.0 6.50 Total = 180.0 O.T.M. _ Resisting/Overturning Ratio = 3.24 Vertical Loads used for Soil Pressure = 1,361.9 lbs Vertical component of active pressure used for soil pressure DESIGNER NOTES: '78.1 Soil Over Heel = 3.00 -16.9 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= 0.00 780.0 Soil Over Toe = 113.0 1.00 110.0 Surcharge Over Toe = Stem Weight(s) - 77-2.5 2.40 1,852.5 Earth @ Stem Transitions= 841.3 Footing Weight _ - 45J.0 1.50 675.0 Key Weight = Vert. Component = 23.4 3.00 88.3 Total = 1,361.9 lbs R.M.= 2,725.8 �9 RpF SSIpNq! �S R AIV CO �� z 0 0 m m W No.C32994 * Exp. 6/06 cS's, CIVIL OF CA0V-