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04-4839 (BLCK)�a- �'• P' �, tl'�ftr6v - BUILDING & SAFETY DEPARTMENT P.O. ' }4 1504. u �. (760)' 777-7012 F9 r f78- 49 �ALLE TAMPICO. FAX (760) 777-7011 J Q Q A, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153. CITY OF U4Qui0A BUILDING PERMIT FINANCE DEPT. Application Number c0= 000-0:4:8-3:9- Date 6/09/04 Property Address . . . 50258 VIA SIMPATICO APN: 772 -400 -.035 -PP -29858 - Application description WALL/FENCE Property Zoning LOW DENSITY RESIDENTIAL Application valuation 1500 Owner Contractor' -----------.-- ------- -------------,------.-----. R J T HOMES RJT HOMES LLC. 1425 E UNIVERSITY DR 1425 E. UNIVERSITY DRIVE PHOENIX AZ 85034 PHOENIX AZ 85034 WCC: 'STATE FUND ,.. ... i , WC: _-,:,1.5,88,906; 10/-01/04 CSLB: 69064.5• 06/30/04 CCC A -B. Permit. . WALL/FENCE PERMIT Addit.i.onalLd.es_c—.--•-------------------------- ------ ----- - 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 Special -Notes and Comments-,. MAIL BOX SENTRY. CREDIT'FOR REPEAT PLAN. CHECK 75%. 'Fee summary Charged Paid Credit'e'd Due ------------- Permit Fee' Total '35 .' 00 - • . 00 0,0 35.00 Plan Check Total 3.75 .00 .00 3.75 Grand Total 38.75 00 .00 38.75 P.O. BOX 1504• �� VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 4INSPECTIONS (760)'777-7153 BUILDING & SAFETY DEPARTMENT Application Number:' Date: _Lf Applicant: Applicant's Mailing Address: 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 U e ' in fu force and effect. �_ License Class License No. V y� . 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 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 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.). (, 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 s ued. y workers' compensation i e camer apdJMlicy number are• ��arier C 2_ olicy Number / 6Z4.7 9b C I certify that, in the performance of the work for whichhtt is�rrn 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. I 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 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 Ouinta, 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 1 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 abov ed property for inspection purposes. ate /V % Signature (Applicant or Agent): ■ I. y ``f'F'�. '?'*At ��1 �i �:SLr �T s' +S l..F • �y � � r �+Sn .Pj is, .CO ETF. - . az Steil Trellis with 3x8, ledger/perimeter and 3x6 -interior members QI,C-S S , 12.(D .0 r®) 1400 KEP -0' y SACT Ar' Z4" o. 4• Ar ALL(+ 27Z - q bC�,e1� /6i Two 6" masonry walls at * 6d3Q/0(0 19"apart. A 3'x3'6 opening for gang mail boxes on the Borne9 CIVIL. side as the trellis. gall to SOF CAl.1E�Q` have masonry cop ,and stucco exterior.' CMU �S ,,�► o t5aa � � 0 4 e. Z't o r NO sPECtAL wSpECpQW •— F.g 2`l� is AAY, rIWI � 5 Ixr . E►.rrvWr� tir-S COW VJ. w AVS II i—O LAf+ 2, 5 0 0 Qs, CoNCQei Get_ C.O �E Axio' ,d:Apeliecl, to Stem Desian Summary Total Bearing Load 1,764 Ibs To sfecify your title biock;on ;L Tttte•ol these five lines;`use the SETTINGS Dsgnr. main menu selection; choose the Description Printing & Title Block tab, and ent Scope: your title block information. ACI Factored @ Toe 4t. , 55010E _. _ . _._...___ ... JSet KW•0602745,Ver5.50,25•Sep•2001 _ . . Cantilevered Retaining Wall Desigr Ot983.2001 ENERCALC E a ineennir Software Fooling Shear @ Toe Description WALL DESIGN ONLY Criteria Soil Data Allowable = 85.0 psi Retained Height = 1 OOft Allow Soil tearing =. 1.500.0 psf Wall height above soil = 9.00fit Equivalent Fluid Pressure Method Slope Behind Wali - 0.00 1 -• Heel Active Pressure = 35.0 Sliding Catcs (Vertical ,Toe Active Pressure 0.0 Height of Soil over Toe 12 00 in. Passive Pressure = 250.0 Soil Density = 110 00 pcf Water height over heel _ 0 0 ft A 0W Force Req'd FootingllSoil Friction 0.300 ' Wind or. Stem = 23 3 psf Soil height to ignore Footing Design Results for passive pressure = 0.00 in Axio' ,d:Apeliecl, to Stem Desian Summary Total Bearing Load 1,764 Ibs resultant ecc. = 9 75 in Sot Pressure @ Toe = 905 psf OK Soil Pressure @ Heel - 0 psf OK Allowable = 1,500 psf Soo Pressure Less Than Allowable ACI Factored @ Toe = 1.251 psf ACI Factored @ Heel, = 0 psf Fooling Shear @ Toe 7.2 psi OK Footing Shear,@ Heel = 6.1 psi OX. Allowable = 85.0 psi Wall Stability Ratios 'Rebar Size Overturning = 2.58 OK Sliding = 3.92 OK Sliding Catcs (Vertical Component Used) Lateral Sliding Force = 298.3 lbs gess' 10(°k Passive Force = - 632.8 Ibs !ess 100% Friction Force = 535.2 lbs A 0W Force Req'd = 0.0 lbs ., OK for 1 5 1 Stability = C 0 lbs OK Footing Design Results Factored Pressure = IRS - w 1,251 0 ps Mu' Upward = 2.002 0. ft Mu'-' Downwaro = 799 949 ft Mt. Desigr = 1.203 949 ft -# = 7.22 6.09 ps Akr 1 -Way Snear - 85.00 85.00 ps Toe Reinforcing = None SpeCd Heel Reinforcing = N*V Speo'd Key Reinforcing = None Speed Date: 3'52PN�; 28 J,; C. Page Footing Strengths & Dimensions rc = 2.500 ps Fy - @ n 60.000::sr Min. As cif. - 0014 Toe Wrath Axial Live Load - Heel Width - s - Total Footing Width - a 2E Footing Thickness = 's "X) i - Key Width Design height Key Depth = B 00!r Key Distance !rom Toe = V f: T 0 ^ - - 0^ Co = 3 0ver -b op . t Axial Dead load - 100 0 lbs Azul load Eccentricity _ ? C i -I Axial Live Load - 0.0 lbs Stem Construction :r Top Stem Sten Di Design height ft = 0.00 Wall Material Above "H17 = Masonry Thickness - 6.00 'Rebar Size = N 5 Rebar Spacing = 48 CC Rebar Placed at = Edge Design Data fb/FB * fa/Fa = 0.810 Total Force @ Section lbs = 227.2 Moment.... Actual tt-# = 1.159.2 . Moment..... Allowable = 3.276.6 shear ... Actual psi = 7.5 Shear ... Allowable osi = 25.8 Bar Develop ABOVE Ht in= 30 OC Bar LapMook BELOW Ht A= 600L Wall = 45.0 Rebar Depth 'cr •= n 1663 Masonry Data rm ps. = SOO Fs, psi = 24:MC ' Soiid Grouting Special Inspection = Ne Modular Ratio'n' = 2578 Short Term Factor = 1.330 f Equiv. Solid Thick. in = 31C Masonry Block Type = Concrete Data. _rc psi= i Fy psi i Other Acceptable Sizes & Spacings Toe: tHc -i. apt ESs/0 QN�4. .. _0 CD J' . 6/30!0% l CNIL �� OF Cpl�E�/ 1b01 / 1101''1' ,. t r ij NAIUt LA Ql1INTA st* i S' 1j �•'vt J' ' .1 F � 5 :•:•.'• dF'a. y �+/ n its FORS.Q.UTDO.OR MAIL'DELIVERY' :1.:JJ 4, Type. I 8 Box Unit Installed Height: 62" Depth: 17-12" ,IHYI. -p!-f4",•-`,^:'.��r, :. .,rah::_..;: : ..;:_ o.::.,t,,;,: Width: 28-12'. - : �t��V r 1 !v' `..�:•'-'�j ::"-:..,• with - e ( pedestal): 122 Ibs, Qty. of Standard Compartments: 8' �. . '•r ,,. I z Standard Compartment Haight 3" Qty. of Parcel Compartments: 2 F:�': ; Parcel Compartment Heights: 10" & 13" t':..;+ .;�?a�>x'`-;r�es•i; c::.Outgoing Mail Comportments: 1 Type II 12 Box Unit - _•; Installed Height: 62" Depth: 17-12" Width: 28-12" . °;.; �:� • Wei ht :1�;,�. � i : • " g (with pedestal): 122 lbs'. ` Qty. of Standard Compartments: 12 ';hc <, ��"`.�c` •:�9"e► Com artm Standard ,. :.- � .. - _ ....... p ent Height: 3„ Qty, of Parcel Compartments-) u: }s:. Parcel Compartment Height: 1011 : .,.. `'"'' �•r,,,J.�:,rc>�-:. •'�z:::, Outgoing (Mail Compartments, I ' �:i�•= :�f'• IPP I��'��11, k`r}j�`� _ Type e 111 16 Box Unit ' - ::I Installed Height- 62" y 1:,.i: •. wi tY•IL�C� w Depth: 17-12" Width: 28-12 Weight (with pedestal): 148 Ibs. ' C ' ` 9 of Standard s LAALCayga 11 _.�1M,�,)t..``�,..;.•,',:�.�- .:`,•;.�:.. � - Qty. Compartment... 16 Standard Compartment Height: 3" of Parcel Com artm Qtyp eats: 2 Parcel C . - ,r �,1>+'x>w,,�y. �:4 ..�....;;t,y,:1•'. .,_.. ompartment Heights:. 10" & 13" .: , .:, °;.: s�::� r.;.: _ •, Outdoing. Mail Compartments: ..1 ' .�' ..,:,•.: },,,_•;�.�, �.=�..,t �t.�•4r::�._. . ya7 ;t�'•::L e' 1. ..� Type IV 13 Box Unit L �-�= :-;�� x����. y�h'.,; �.•' � ..Installed Height: 62" Depth: 17-12" A T6` .d: ' . '! Wldth 28-1/21, ht (with pedestal): 143 lbs, �� :' ' ' ' • : ?� ': �, tri^� \..Y . QtY• o dard Compartments- 13 Standard Co _U1SPr tment IQJ/� " � Height:. �,• 1=' . Qty, of Parcel .Compo nts: 1 Compartment Heigh , Outgoing Mall Compartments: 1 �1�C0111f6d.��"1: £A' IY•�!'�'�1'4.�.iK:.alt.•.• �it:{��^.�:;.'� ... .. ., .. -. _ n .- _..:4�;�,;:-::>:w:rid,':..:;;.::;' ... _ ;::�' `:.� _.tY'L',•��'''.1 (. ',,:; ::1..,. ,•., moi.. f,.:.� � 1 _ N, Vii....: • : .���,