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04-4840 (BLCK)BUILDING & SAFETY DEPARTMENT pox 1504. (760) 777-7012 4 , CALLE TAMPICO FAX (760) 777-7011 A NTA, CALIFORNIn 92253 264 JUN 0 9 . INSPECTION REQUESTS (760) 777-7153 CITY ofLAi�Ui�lil� BUILDING PERMIT FINANCED pp ication Number 04-000048-40 Date 6/09%04. Property Address. . . . . 9511 VIA SIN CUIDADO APN: .772-370-.048- - -. Application description WALL/FENCE Property Zoning LOW DENSITY RESIDENTIAL Application valuation 7500 Owner Contractor --------------------- , --7,--- ----------.----- R J T HOMES RJT HOMES LLC 1425.E UNIVERSITY.DR 1425'E. UNIVERSITY DRIVE PHOENIX -AZ 85034 PHOENIXAZ 85034 WCC: STATE FUND WC: 15.83906 10/01/04 CSLB: 69064.5 06/30/04.. CCC: A -B: Permit.... . . . . WALL/FENCE PERMIT ! Add it-d-onal_de.s_c_.__. Permit Fee . . . .. 35.00 Plan Check Fee 3.75 f Issue Date . . . Valuation.' 1500 Qty- Unit Charge. Per Extension BASE FEE ;1.5.00 .10.00 2.0000 HND BLDG ;5.0.1-2,000 20.00 ------------ ----------------- Special-Notes and.Comments MAIL BOX SENTRY. CREDIT FOR REPEAT PLAN CHECK 75%. 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 Ili, �wS P.O. BOX 1504• :�G�II �\/ 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: Q Date: Applicant: I Architect or Engineer: Applicant's Mailing Address: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 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 �e, and my Licen,r full rce nd effect. / Icense Class lr-h L License No._ ,,Date ? actor_ I` r'i� 1 w/I�L�•i�%/YIEw/l� �/�/�. 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 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.). U I am exempt under Sec. BA P.C. for this reason 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 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. Ul 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 T Mxyo_rs' comensati9 ce carrier anr1e 7A]� �UwPolicy Number A/.J`7Q G 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 those provisions. ate / ppm licant 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 Lenders 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, indemnity 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 re resentatives of this county to enter upon the above-mentioned property for inspection purposes. ate V Signature (Applicant or Agent): E rj,.. .... ..... Zol ptx v. . SCAS • Co ETF. Q - - plp► N Steel -Trellis with 3x81 � ledger/perimeter and 3x6 interior members W ► No VlLCc5s . Novt�EP y E Ata m ��•� PSS`• AT Z4" 4•! Ar AW- PsF ' zz 27Z 9 Ith (sets.) Co�s46tlF�S (I (CO z it. &'b C�►;� CO3 Two 6" masonry walls at °C f 9 "apart. A 'S'xS6 opening for gong. mail boxes on the some side as the trellis. wall to hove masonry cop and stucco exterior." Soa(I> C,1zoar L --WV wars • NIP. CM LI si rh a ISCJO c No SPECIAL INSpeCT70N �$ $ ZA ti 44L Z4vIr SII AAS §plat C tzocsT�D I 'CON �l�Ct�N6 I OI .:00, I Y - I LitiTEL AGuVE CJ pew Itj I (-ro P t 1 I BEAM S AT O.C. ° AA Li I� �o Raw d ay-rE� O Co W O W AI -L5 • .10 %..7- 2, 5 0 0 ® 2,500 ps, CoNCeel �,�_ COO IBE DesiRDesign Summar rrinri r Stem Construction Top Stem To �..I�pecify yourl title,biock ori iY . " T{Ue Design. height Jobp 4 khese flve'.line's, use the SETTINGS Dsgrir Date: 3-52PN,, 2t3JlJteC. main menu selection, choose the Description . Soil Pressure @ Toe 'Soil = 905 psf OK -Printing & Title Block tab, and ent = = 6.0c5 5 Pressure @ Heel = 0 psi OK Scope . your title block information. = 1,500 P,{ Rebar Spacing = Jse: KifV.0602745,Ver5.50,25.5e0.2001 3 Cantilevered Retaining Wall Designpage - = 2001 fRER llilCALC Euineenns Sottware ACI Factored @ Toe ti lei • w: t =-oiects 2332\c.'iar.\a I Description WALL DESIGN ONLY ACI Factored @ Heel = 0 psf " Criteria 1. Soil Data , ' footing Strengths. Dimensions Retained Height = 100111 " Allow. Soil Bearing = 1,500.0 psf rc = 2.500 ps . ' Fy - 60.000::si Wall height above'soil = 9.00 Equlvalertt Fluid Pressure Method Min. As % - 0 00', 4 Slppe Behind W21i = 0.00 1.. " ...:" :Toe Active Pressure Heel Active Pressure = .. = 35.0 0.0 ice Width _ ; 33 "ems Height of Sal over Toe = . 12 00 to _ Passive Pressure = 250. Heel Width • ' Total Footing Width. -. - 4 2E Semi Densly = 110 00 pd Water height over heel = 0 0 K 7.5 Overturning " Shear., .Allowable l=ooting Thickness _ nn - n Sliding Footin911Sol1 Friction = 0.300 Bar Develop ABOVE Ht ' , in*-- Wind or•. Stem = 23 3 psf Soil height to gn" Key Widt'i = C 00 r 600 for passive pressure = 0.00 in Key Depth = C 00!!- = 45.0 Key Distance trom Toe = 83 f: _ 1663 Covei @ Top . = 3.00 in ^ Stm = 3 3:.r Axial Load A lied to Stem Axial Dead Load - 100 0 lbs Axial load Eccentricity' = 0 C i -I ... Axial Live Load _ O.0 Itis 500. for 1 5' 1 Stability DesiRDesign Summar rrinri r Stem Construction Top Stem rr ea Total Bearing Load a sr ¢ss ar _ 1.764 lbs Design. height Sten D, resultant ecc. = 975 in Wall Material Above "Ht- = Masonry Soil Pressure @ Toe 'Soil = 905 psf OK Thickness Rebar Size = = 6.0c5 5 Pressure @ Heel = 0 psi OK Allowable = 1,500 P,{ Rebar Spacing = 4 B CC Soil Pressure Less Than Allowable Rebar Placed at = Edge ACI Factored @ Toe = 1.251 psf Design Data ACI Factored @ Heel = 0 psf fb/FB; fafFa - - 0.810 `Doting Shear 0 Toe 7.2 psi OK Total Face @ Section lbs = 227.2 Footing Sheat.@ Heel = 6.1 psi OK Mameht....Actual h-# = 1.15 9.2 Allowable _ 85.0 psi Moment.....Allowable = 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 Sliding Calcs (Vertical Cornponent Used) Bar Lap/Hook BELOW Ht an = 600 Lateral Sliding Force 298.3 Ibis Will Weight = 45.0 gess 100% Passive Force= - 532.8 ibs Rebar Depth 'd :r. _ 1663 !ess 100% Frictlon Force = - 535.2 lbs , Masonry Data Added Force Req'd = 0.0 lbs OK I'm ps. = 500. for 1 5' 1 Stability - C 0 lbs OK F5 Soiid Grouting psc_ - 24..X No Footing Design Results Special Inspection = Nc Modular Ration' = 2578 M _ I Short.Term Factor = 1.330 factored Pressure = 1,251 0 psf Equiv. Solid Thick. in= 3.70 Mu' Upward = 2.002 0 1114 Mason Black T ype Mu' : Downward = 799 949 1111-4 Concrete Data & Desigr _. = 1.203 949 ft4 fc psi = Acwal 1 -way Snear = 7.22 6.09 psi' Fy psi Alicwv 1 -Way Snear = 85.00 85.00 psi Other Acceptable Sizes & Spacings Toe Reinforcing = None SpWd . Toe: Heel Reinforcing = Nof1A Speed Hee:: Key Reinforcing = NoAe Speed Key: J �POFESS/Oh 6/3Q/O D CNIL OF CAL\F�� b//l9J/"Ll7bL LY1 UU�'S '�"�4 , /bU/!ilU1'1iNTA _. 'HAUt. U2 W2;:. • N. �r^s units FOR`•OUTDO;OR=GENTRAkIZED'MAIL DELIVERY , Type 1'- 8 Box Unit Installed Height: y,� ^ :.`".:' .,.•,.,::. Depth: 17-12" asr4w;,,Width: :• _"' " ' pedestal): 12216s. .:Weight, (with ;f St6tv. ofondard Compartments: 8 =.',+ ."rl Standard.Compo rtm0nt Height- 3° Qty. of Parcel. Compartments: 2 Parcel Compartment Height 1 : �d i ,cw > e:,�:,m_ � ��;.•;..,. Outgoing Mail Compartments: 'l _ Type II, 12 Box Unit • �`. -. ` €�`c.�•t,°-' �: ` :�� � a Instll ed Helght: 62" Depth, " Width: 28-12" Weight (with pedestal): 122 lbs. Qty, of Standard Compartments: 12 hhu.; Mt�":��' +.: �b► Standard Compartment Height; 3" Qty of Parcel Compartments: 1' Parcel Compartment Height: 1011- :_ % F,�,i$�xT-r'•: :;ti :; Outgoing Mail Compartments. t . yp 6 fox Unit T.j:... 3• , o K::. r,. -':J::. ;'P ;.�,� ax;'.,:,•; Installed Height: 62, . ._�-"• ... N,. pp. '_��° ' . < Depth: 17-1/21, �;., , .• ; . A.. '. , . Wldtl;: 28-1/21-14 . :r... " n :v'.I �: ,<<,::r: • .'. Weight with pedestal): ( p )' 8 lbs. j,,x..... :;,;;.;.:.;.'. Qty. of Standard Compartments: 16` Standard Compartment Weight: 3" Qty. of,Parcel Compartments: 2 �aR* Parcel .y�:•':�::`:: Compartment Heights: 1.0., &'13" ' .,:.`sFN'`: °�, „ �..::s�.� •.; Outdoing. Mail Compartments: 1 ' R_.,.-. •:til ..r , •+ , ' •t. P - ;ta�;t Type !V 13 fox Unit Installed Height: 6211 Depth: 17-12" Width'.2&IQ" i with hf - '`..; ; : i s .. F ( pedestal):. 143 lbs. ';•.r. , r:v. Qty o dard Compartments- 13 /�. :.'y:" t.'r.; - Stand ' U1? N=:4.y and Co tment Height: a�=3/4' City, of Parcel.Compa nts: 1 Parcel Compartment Heigh . . ,V, 'y; $ 'a.:•..;:;.':;: 04t9aing'Mall Compartments:1 �OI.0©illi• {.���;; ,�^�1T.`.'�,;�';:K.'i'.: _ ':ick �.x • � �1 �;:�` i,',h _ _ '^ ^ "x.11":$r., •� t -