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04-4833 (BLCK)BUILDING & SAFETY DEPARTMENT C ` 1504. (760)' 777-7012 9 H- LLE TAMPICO FAX (76.0) 777-7011 LA QU CALIFORNIA 92253 INSPECTION REQUESTS (7,60) 777-71.53. JUN 0 9 2004 BUILDING PERMIT CITY OF LA QUINTA - F NANCE DEPT. r-- aion Number 0-4-:&, 0 0 04-_9-T3' , pate_ 6/09/04 Property Address . . . 50178 VIA SIMPATICO APN: 772-400-.039-P -298581- . Application description WALL/FENCE Property Zoning LOW DENSITY RESIDENTIAL Appl.ication Valuation 1500 Owner. Contractor R J T HOMES RJT HOMES LLC 1425 E UNIVERSITY DR 1425 E. .UNIVERSITY DRIVE PHOENIX AZ 85.034 PHOENIX AZ,85034 WCC: 'STATE FUND WC: 1583906. 10/01/04 CSLB:',:. ,690645 06/30/04 CCC: A -B. Permit WALL/FENCE PERMIT ___Addit.Ional--de.sc._.,---- ----- =------.__�_-----=- --- — -- Permit Fee . . . 35.00 Plan Check Fee 3.75 Issue Date . . . Valuation 1500 Qty Unit Charge. Per Extension BASE FEE 15.00 10.00 2.0000* HND BLDG 5.01,-2, 000 20.00 . 1.Special Notes and Comments - , . MAIL BOX SENTRY. CREDIT'FOR REPEAT -PLAN, CHECK 750-... Fee summary Charged Paid 'Credited Due Permit Fee Total 35.00 '.00 .00 35.00 Plan Check .Total 3.75 00 .00 3.75 Grand Total 38.75 ..00 .00. 38..75 n y P.O. Box 1504 •/I/ 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: 14 81,3 3 Date: �J• - O y Applicant: I Architect or Engineer: Applicant's Mailing Address: 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 c�oo 1e, and my Lice i fu orgge��nd effect. cense Class Y 1 G L� icense No. C9d 4 tr spate (s /%� "� Contractor ��1� _Lr'^/i�i�%1 �i✓l�(^rC 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 stricture 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. B.8 P.C. for this reason Date Owner 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 self4nsure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance Yof the work for which this permit is issued. I have and will maintain workers' compensa ' n insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is � sued. worjgirs' compensati cy nce camera d pylic, bg�D .� Cartier !/�✓ �' Poli Number '7 I e rtify 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 those provisions. �Oate b 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 114 Lender's Address 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. 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 -men ' ed property for inspection purposes. ate Signature (Applicant or Agent): . 1 w i t Sets. CO F -TF . 3. Co I.N . Steel Trellis with 3x8, 'r ledger/perimeter and 3x6 interior members lal � at' IPILC-SS . FOvo em o .16 (r.o r.1 SACS Arc' Z4"o•6. Ar Al,�( . ?SF z 7- (Z) (S S) 00 0' Z 7�--- cow�t:� SOLIS> G%20 krr C -MV Wats NP. Two 6" masonry walls at * �.6/30/o(o .� 1i apart. A 3 x3 opening ar gang moil boxes on the some`f CN1L---- side as 'the trellis. wall to �F CAUF� have masonry cap and stucco exterior. (3 i CPt u. St' N► a lSao � � •. 4-e Z44 FS 240.2 50`1P I C0W fje4rtN6 I 1 1 i CPeQ1N60 ' TOPMatz. 001-9 ��' J S AT o a �I !o i 455 Prr EWVWf,1'L.S d,4 -ref-% olL Co N o- 9 11 %_;_- 3-0 LP.? 2,SO0 QS CoNCleet GA_ C.O RE To s ec1 our title blockon Tttl® Job i:.�• ;, t6 'se five' lines; use. the SETTINGS i Date: 35.PN,: 28 JUt C. -" main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information, _lse: KW.0602745,Ver5.50.25aep•2aot Cantilevered Retaining Wall Design Page ,c)1983-2001 ENERCALC Engineering SoNare = wo•1- ztoiecls • 2D•)2\:naC\-I3 I Description WALL DESIGN ONLY Criteria ', Soii.Data ' Footing Strengths & Dimensions Retained Height = 1 00ft Allow Soil Bearing = 1.500.0 psf rc = 2.500 ps FV - 60.D00::SI Wall height above soil 9.00ft Equivalent Fluid Pressure Method Min. As 00 �- Slope,Behind Wall = 0.00 1 Heel Active Pressure = Toe Active Pressure = 35.0 0.0 tae Width. _ ; 33 t: , Height of Sal over Toe : = 12 00.n; Passive Pressure = . 250.0 Heel Width Total Footing Width - a 2E Sa! Den dy - 110 00 per Water height over heel = 0 0 ft - . - r Footing Thickness 5 FootingllSoil Friction = 0.300 Wind. on Stem = 23 3 psf Soil height to ignore Key Width = ,' 00 r• for passive pressure = 0.00 in Key Depth = C 00!r Key,Distance from Toe . _ a3 f: _ Cover @ Top = 3.00 in .a% Stm = 3 3..r Axial Load A lied to Stem Axial Dead Load - 100 0 lbs Axial load Eccentricity .. -. Axial Lae Load = 0.0 lbs Design Summar�r �'>r3*S ..Stem Construction .Top Stem s RA.T$SS7 44i S-iI Total Bearing Load _ 1.784 lbs Design helght . ••• . ft = ,SCAPI 0-� . 0.00 resultant ecc. = 9 75 in Wall Material Above " Ht7 _ . Masonry Soi' Pressure @ Toe = 906 psf OK " Thickness Rebar Size = _ 6.00 #. 5 Sal Pressure @ Heel - 0 psf OK - Allowable o 1,500 f Rebar Spacing 48 CC Soil Pressure Less Than AllowatAe Rebar Placed at _ - Edge ACI Factored @ Toe = 1.251 psf Design Data ACI Factored @ Heel = 0 psf fb/FB; faffa = 0.810 Footing Shear @ Tce _ 7:2 psi OK Total Force@ Section ' lbs = 227.2 Fooling Shear_@ Heel = 6.1ps i OK Moment....Actual tt-# = 1.159.2 Allowable = 85.0 psi Moment.....ADowable = 3.276.6 Wall Stability Ratios Shear.', .Actual ,, , psi = 7.5 Overturning 2.58 OK Shear ... Allowable osi = 25.6 - Sliding = 3.92 OK Bar Develop ABOVE Ht In= 30 OC. I Sliding Calcs . (Vertical Component Used) Bar Lap/Hook BELOW Ht :n= 6 OC Lateral Sliding Force 298.3 lbs Wall Weight = 45.0 gess .100% Passive Force= - 632.8 lbs Rebar Depth •cr :r. = 1663 !ess 100% Friction Force = 535.2 lbs Masonry Data Aaded Farce Re4'd - 0.0 lbs OK rrtl ps•= SOC for 1 5 1 Stability = C 0 lbs OK - FS Soiid Grouting PS: _ 24.0Q£ . Footing Design Results Special Inspection = Nc Modular Ration: - 2578 -T-at- F{esl Short Tenn Factor _. 1.330 Factored Pressure 1,251 0 psf Equiv. Solid Thick. in= 3.70 Mu' Upward = 2.002 0 ft-# Masonry Block Type = Mu'' Downward = 799 949 ft-# Concrete Data Mu Desigr = 1.203 949 ft-# rc psi = Actual 1 -Way Snear = 7.22 6.09 psi Fy PSS Al``N' 1 -Way Shear - 85.00 85.00 psi Other Acceptable Sizes & Spacings Toe Reinforcing = Norse SpeWd Tae: Hee! Reinforcing = NOW Spw d Key Reinforcing = None 9Wid Hee;: Key_ QAi3FES$/�jV y !27 Z /bb / / ! /011. LA?QUINTA HAUL U r f 1 s. ri�•.ttp-,.1j tU i �� 4Ou -t.b ,.ti�.r1 ?s:> ;k.'a:,a:iG'•"n.- �.,n i ts FOR ,,OUTDQ,QR ::GE'NTRALIz DMAIL DELIVERY' ERY.. :i.., <<: Type. F 8 Box Unit Installed Height: 62" } Depth: i'7-12., Width: 28 12" ..:Weight (with pedestal): 122 lbs. (Qty, of Standbrd' Compartments: 8 Standard Compartment Height-3"r Qty. of Parcel Compartments: 2 ` Parcel Compartment s: 10" & 13,. <; E•r + ; ,:...: >:: e t Height •� t"s>ct,�_ ,♦y ��s;.:_ Outgoing Mail. Compartments: 1 ' �F :: i � fi�����i �:' %art'%::• :p = Type 2 Box Unit Installed Height: 62" Depth: 17-12" :'^4:�:Y>- �•• - .Width: 28-12" - • _ .1:.:. Weight (with. pedestal): 122 lbs. Qty. of Standard Compartments: 12 Standard Compartment 'Height..3" QtY of Parcel Compartments: 1 Parcel Compartment • � - Height: 10" ' -��AAI;�r:..; Outgoing Mail Compartments: M, ••..?>''h;: •' �,:r.. •� h::. Type .111 16 Boz Unit. - S.i1' ibw=`' Installed Height: 62" �. `. „<>'ti Depth: 17-12 Width: 28"12 " � Weight (with pedestal): edestal): 148 lbs. •I x.::':__,: ::�,.; ::.:-, Qty. of Standard Compartments: 16 - :j . ' ; ��I t _ „�,;3�.•.. ;,_. _ Standard Com part mans Height: 3" . t- :4 w::_•, Qty. of Parcel Compartments: 2 �;:' s N'��;,f':�k;a..ti;��:;•:��'•��::: <:... Parcel Compartment He ignts: 1.0.&'13„ rp Outgoing Mail Comportments: 1 ,'ryr�e� ��yy ,1�,:��` ��,p,j t'':''d,;, 4,:.(•-- ��'? rIF�Niw`•G!y;S�e,"Y�?ilit%'St'.t •{'a�'•t�,'r,a:! .. Type IV 13 Box Unit .Installed Height: 6211 Depth: 17-12" Wldth:-28••12" - 7,, N� ,q.L; t hf with f: ;: r•is ( pedestal): 143 lbs Qty. o Bard Compartments. 13 •Stand and Co tment Height: 4=344' Qty. of Parcel .Compa nts: 1 _ arcel Corn r P Heigh „ ' pa fm©nt j utgoing;Mail Co Qmpartments: ' 1 , • :. s:: �i :r'. obol i