The URL can be used to link to this page

BPOL2016-0148A-495 CALLE TAMPICOD Q� VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/2/2016 Application Number: BPOL2016-0148Q er: Property Address: 53389 VIA BELLAGIO Q RDE RESIDENCE APN: 777160029 D PLAINTA, VIA BELLAGIO Application Description: VELARDE RESIDENCE / POOL, SPA & ATURE CA 92253 Property Zoning: NOV 0 8 2016 Application Valuation: $30,000.00 CITY OF LA QUINTA Applicant: DESIGN AND DEVELOPMENT DEPARTI��RRAN actor, POOLS AND SPAS INC - ANDT POOLS AND SPAS INC 77564 COUNTRY CLUB DR 77564 COUNTRY CLUB DR PALM DESERT, CA 92211 PALM DESERT, CA 92211 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 Professions Code, and my License is in full force and effect. License Class: C53, C27 License No.: 800680 (D_ r' ^Contractor: �_ OWNE - ER 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).: (_) 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 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.). (_) 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: (760)771-2121 Llc. No.: 800680 WORKER'S COMPENSATION DECLARATION 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 Df 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: EXEMPT Policy Number:._ 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 Code, I shall forthwith comply with thossee provisions. Date: tY V tlo/Applican WARNING: FAILURE TO SECURE W RKERS' 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 Building Official 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 city to enter upon the above-mentioned property for inspection purposes. Dated—a/kignature (Applicant or A Date: 11/2/2016 i4lication Number: BPOL2016-0148 Owner: Property Address: 53399 VIA BELLAGIO VELARDE RESIDENCE APN: 777160029 53389 VIA BELLAGIO . Application Description: VELARDE RESIDENCE / POOL, SPA & WATER FEATURE LA QUINTA, CA 92253 Property Zoning:' Application Valuation: '$30,000.00 Applicant: Contractor: REMBRANDT POOLS AND SPAS INC REMBRANDT POOLS AND SPAS INC 77564 COUNTRY CLUB DR 77564 COUNTRY CLUB DR PALM DESERT, CA 92211 PALM DESERT, CA 92211 (760)771-2121 ---------------------- ------------------------------------------------------------------------ Llc. No.: 800680 Detail: POOL, SPA, FIRE PIT & WATER FEATURE. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. FINANCIAL INFORMATION DESCRIPTION.,.,.,.. ACCOUNT -QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $25.33 Total Paid for PLUMBING FEES: $38.00 DESCRIPTION ACCOUNT QTY AMOUNT DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $103.36 Total Paid for POOL / SPA: $483.36 i I U I ALS: 5523.36 Bin # City of La Qc rota Buildin; 8t- Safety Division Permit u � + ' 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 1-00w Building Permit Application and Tracking Sheet Project Address: 5-3 3 3`1 V i k (?�z (A 1� p Owner's Name: edp,,•(„�— A. P. Number: Address: , 5– 3 3 at u 1 w I l 0 Legal Description: City, ST, Zip: C2 'Al Contractor: n � (/ k $ ..S b �/ J S Telephone: �— Address: Project Description:V G ST, City, Zip: — - ... _._ U d-4<.-r- Te Telephone: le h o . 7O G 1 State Lie. # : ';00 i� j10 City Lie. #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: h one: Construction Type: Occupancy:eY : State Lie. e circle one < Alter ReaDe Projecttype t3P Name of Contact Person: , Sq. Ft.: #eAdd,n Stories: Units: Telephone # of Contact Person: %iO S'% Estimated Value of Project: /Y- 3 0. W APPLICANT: DO NOT WRITE BELOW THIS LINE tl Submittal Req'd Rcc'd TRACYING . .PERMIT FEES Plan Sets Plan Check submitted 'Item Amount Structural Calcs. Reviewed, ready for corrections Plan Clieck 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 corrections/issue Electrical Subcontacfor List Called Contact Person Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`'. Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees, .. I Total Permit Fees CITY. OF LA QUINTA -CONTRACTOR LIST JOB ADDRESS 533 .SUB. n- U 87� J I k In a d 'k CAA PERMIT. NUMBER OWNER VQ-��`� - _ BUILDER This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response: sification,..... :..:::.:............................:.................................... Go.ntcac. for<a>::>:::::::>;:?:::»:::::::::<:.>::<:;:< :;:>:::>.<:::;>a;> .. :::;:;::..:....::::;:>:>:;: S a r License t te..Contracto ..s.. <:•>::<>:>:>:::::<:.:>%'`;:::;:>::<::' :`'surance W:orkers..Co. m ation:ln Bu'sin ss.L Name Cla Classification License se Nutuber ExP. Date Carrier meromPanY PoficYN Exp. Lice nse m Exp. Date ABC 8 xxxxxx ' xx x xa e. . St to Fund, CaIComP (Format Varies ) x!xxxx xxxx1 xx/xx/x x 3e.9. :EARTIWO K. (C 12) ;. 7U(1�"v nki C�rNS � . C �j 3v�Y� j - I I 31 3 r � c >�CG S� G r n! S Cl-Ua 7 [o ;:.;::.;::..;". 13-1I 3 _ h c r -r /L 0. tko 1C.. l� C� S'j �� 63 � G/ -;G, ( 7S'k Cel, P SNS . 10 ):�o f L�ATH�::P�LASTER:: G -,o :�.::::...........::: 1 "N -�u r. P,v G.rr� . �- s3 0 a" �► 3 fi - (31- l 7 S�� k ��s . U �i 9 a 7. 7 % . FINE::: ;SKEET:{METAL..(,.:,43).. ..:... 1': »:: FLQ.Q RI NG:`:(C..., )..:>:'>> `> >GLAZIN:G : C :I:7j? >' > #z' <; i >> ANS:ATIOf)I -'--JC2);> ` S E W A GF>D I S F(.C2) >: `< "PA'I N:TI N G`{ C'=3 3 )':>>'"'<'>< .:::::.:::::::: ERAMIC::...�4....:(:..::..::.:t L-A .N,QSCAPING;(G::27) ; i t Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 9Z201 (760) 863.0713 Fax (760) 863-0847 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 800 L Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 March 27, 2014 Project No. 544-14075 14-03-113 Mike Jeha Construction 53731 Via Malloria La Quanta, California 92253 Project: Proposed Custom Residence 53-389 Via Bellagio - Lot 312 The Hideaway La Quinta, California Subject: Geotechnical Update Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544.2199 Report No. 03-10-647 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 at 53-389 Via Bellagio within the Hideaway Golf Club development ha the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations.' Some additional over -excavation was performed In areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural .values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. Sladden Engineering March 27, 2014 -2- Project No. 54414075 14-03-113 Because the lot has been previously rough graded, the remedial grading required `at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to 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. . The allowable bearing pressures recommended in the referenced grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 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. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. - If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 Inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain will, a xhoisture vapor retarder consisting of a polyvinyl chloride membrane such as 10 -mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). Sladden Engineering March 27, 2014 -3- Project No. 544-14075 14-03-113 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7, According to the 2013 CBC, Site Class D may be used to estimate design seismic Ioading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/11/II1 Site Class (Table 1613.3.2): D A Ss (Figure 1613.3.1): 1.500g S1(Figure 1613.3.1): 0.671g Fe (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ssl):1.5008 Sm1 (Equation 16-38 (Fv X S11): 1.006g - SDS (Equation 16-39 (2/3 X Sms}): 1.000g SD1(Equation 16-40 (2/3 X Sm1)): 0.671g' Seismic Design Category: D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble sulfate content of 250 ppm (0.250 percent) that corresponds with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes is not required. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Ander4��M� Principal EngiSER/lg Copies: 4 / Addressee Sladden Engineering mm K 8110 o CMT YMALE: WATM WAU ,�Z�=,-_o- wAL TGH POOL CAPING MITE SLAB NLE5STEA SHEER DECENT ;,OL oOPIN6 GK t TO E1E SELECTED BY INTERIOR ��-•'TAT