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09-0426 (RPL)P.O. BOX 1504 '78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application, Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: / ti 09=0000;0426' t 79830 TANGELO 772-230-0,10- POOL,;;,—RESIDENTIAL 72-230-0.10-POOL RESIDENTIAL LOWiDENSITY RESIDENTIAL 38000 4 VOICE Q60).777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 -BUILDING PERMIT Date: 5/07/09 Owner: - FRANK FORETICH " 7830 TANGELO f LA QUINTA, CA 92253 --------------------------------- Contractor: D� n Architect or Engineer: Owner :� ) . rJ . MAY ----------------------1--Li �? -, *;i trd 1 - 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: License No.: Date: Contractor: OWNER -BUILDER DECLARATION Ihereby 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 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 _ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professioris 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: CONST TION LEND G AGENCY I hereby affirm under penalty of perjury that the ns tion lends g agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT 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 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 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 becomes 'ect to the workers' compensation provisions of Section 700 of the Labor Code, orthwith c ' h' h thoser♦�' ate s���pocant: WARNING: FAILURE TO SECUR ORKERS'ENSATIO COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMI ENA IES CIVIL INES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF C SATION, 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 construct n, and hereby authorize re s of this cou y to ter upon th above-mentioned propett r i tion purposes - �yt e: �% � (S� ature (Applicant or Agent), r Application Number. . . . . . 09-00000426 Permit BLDG POOL PERMIT Additional desc . Permit Fee . . . . 336.50 Plan Check Fee 218.73 Issue Date Valuation . . 38000 Expiration Date 11/03/09 Qty Unit Charge Per Extension . BASE FEE 252.00 .13.00 6.5000 77 THOU BLDG 25,001-50,000 84.50 Permit MECH POOL Additional desc . Permit Fee 26.00 Plan Check Fee 6.50 Issue Date Valuation 0 Expiration Date 11/03/09 Qty Unit Charge Per Extension BASE FEE 15.00 1.0.0 11.0000 ----------------------------------------------------------------------------- EA' MECH FURNACE >100K 11.00 Permit . . _ ELEC POOL PERMIT -RES Additional desc . Permit Fee . . . . 45.00 an Check Fee 11.25 Issue Date . . . . Valuation 0 Expiration Date 11/03/09 Qty Unit Charge Per Extension BASE FEE 15..00 1.00 30.0000 EA ELEC PRIVATE SWIMMING POOL 30.00 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 11/03/09 Qty Unit Charge Per Extension BASE FEE 15.00 ` 2.00 6.0000 EA PLB.FIXTURE 12.00 1..00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments POOL/SPA, BBQ. ALARMS/BARRIERS SHALL BE LQPERMIT Application Number 09-00000426 ----------------------------------------------------- Special Notes and Comments ------------ IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED. -------------------------------------------------------------------- Other Fees . . .' . . . . . . BLDG STDS ADMIN (SB1473) 2.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 440.50 ---------- .00 -------------------- .00 440.50 Plan Check Total 244.73 .00 .00 244:73 Other Fee Total 2.00 .00 .00 2.00 - Grand.Total 687.23 .00 .00 687.23 LQPERMIT P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (7'60) 777-70.12 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: Ari. application for a building permit has been submitted in your name listing yourself as the builder of the .property improvements specified at We are .providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you awareof your responsibilities and possible nsk,you may incur by having this permit, issued_ in. your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your .understanding of each'provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this. -notice unless you, the property owner, obtain the prior approval of the permitting authority. OWTN:EWS ACKNOWLEDGMENT A,ND VERIFICATION OF INFORMATION ' DIRECUONS. Read and initial each. statement below to signify you understand orven:fy thisinformation. 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder' ding permit that erroneously implies that the property owner is providing his or her own labor nand material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance -coverage for injuries to worker on my property. L6�2I understand building permits are not required to be signed by property owners unless they are responsible for the Wuction and are. not hiring a licensed Contractor to assume this responsibility.. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may prote-,t f from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of try own. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on Ap and contracts. understand if 1 employ or otherwise engage any persons-, other than California licensed Contractors, and the total value o c nstruction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. I understand if I am considered an "employee, under state and federal law, I must register with the state and federal o ent, withhold payroll taxes, provide workers' compensation disability insurance, and' contribute to. unemployment . compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious firiarn,ial risk. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential 4cses cannot .legally build them with the .intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. ` I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any fi I or personal. injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. �fe, understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue heUnited States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CS'LB) at 1- 800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the egally and financially responsible for proposed construction activity at the following address: I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all Oaws and requirements that govern Owner -Builders as well as employers. 12\1 agree to notify the issuer of this form immediately of any additions; deletions, or changes to any of the information I ha 'ded on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a. license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that -if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit asOwner-Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing.the permit. Now A copy of the property owner's driver's..license; formnotarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of property owns Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand. is my personal responsibility, I hereby authorize the following person(s) to act as. my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form- notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: %r CIRUS COURSE i 1 HOMEOWNERS ASSOCIATION I June 25, 2008 Frank Foretich 8740 Frazer River Circle Fountain Valley, CA 92708 RE: Architectural Approval Request 79830 Tangelo Dear Mr. Foretich, f The members of the Architectural Committee have reviewed the application and plan submitted for the installation of a pool, spa, barbecue, fireplace and landscape renovation. The Committee grants approval to that project. Enclosed please find a "Notice of Completion" which must be submitted when the project is complete so thatIthe Committee can perform their final inspection. i Should you have any questions please do not hesitate to contact, our office. Sincerely, On behalf of The Citrus Course HOA Architectural Committee Maryann Hoss Assistant Association Manager I P.O. Box 12920 Palm Desert, CA 92255 • 75061 Mediterranean, Suite B, Palm Desert, California 760.346.9000 •1FAX 760.346.9997 • www.citruscoursehoa.com i CITY OF LA QUINTA SUB-CONTSACTOR PST JOB ADDRESS l � PERMIT NUMBER" OWNER �-�' n� � [3UIL®Cli �`�`�'`�'� M'" 1I %.* 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. Trade / Classification ,.. -::.:;::::::::.:::::.::.:;;.State;.Contractor.s License . ::.. ;..: Workers Ccm ensation;Insur�nce:°`' City Business License Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. DateLicense (xx/xx/xx) Number (xxxx)) Exp. Date (`xx/xx/xx) EARTHWORK (C-121 n.v, (�� /(%'-" !' Ni!C2-�� `7 ✓'31 ��� CONCRETE IC -8) ` 00— raj 7> /0 -o! FRAMING :(C-5) ?j (p 3 - STRUCT:: STEEL- lG-5Ml � 014O QQ G- J 3 G 4S ZS Z Co � – O� MASONRY (C-29) PLUMBING (C-36) LATH; PLASTER (C-35) DRYWALL (C-9)..:.,. HVAC lip -20Y.: ELECTRICAL. (0101 ROOFING 1Cr39) SHEET METAL (C-43) FLOORING MZI5):.' GLAZING (C-17)` IN(C-2) . SEWAGE DISP (C-42) . PAINTING (C=33) CERAMIC TILE (C-54) 1Q�(3j -- S 75 7 5'di& 3 to 'Cie/ CABINETS IC -61 FENCING (C-13) LANDSCAPING (CG27).:. IC53' POOL (C-53) 66- CflQT 7 115 `ac7 / ! / ties flyttl4l buttre4s; 73661 Highway 111, Suite G Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www.thef l yingbut tress.con BY DATE ©a�I REVISED PROJECT: JP POOL5 2050 Acacia Palm Springs, CA (760) 212-4621 Frank Foretic i '144830 Tangelo La GUInta The Gurus Country Glub STRUCTURAL CALCULATIONS DE -516N AND DETAILIN6 OF: C12262 1. Design ,reinforcing In gunite retaining wall at BBQ. 2. , Design reinforcing for column surcharge on 54t. deep pool wall 5. Detall 18" and 56" high raised bond beam_ at pool wall 4. Prepare construction details. SOILS INFO uCR -13 PAGE_ OF 110 200? CBC 2006 150 SOILS REPORT PREPARED BY SLADDEN ENGINEERING (-1(20) 712-3895. - REPORT NO. 544-1419, 02-02-085,' DATED FEBRUARY 7, 2002. SOIL CLASSIFICATION = SAND, SILTY SAND MAX. SOIL BEARING PRESSURE = MOO PSF + 500 P517 INCR. FOR EACH 0.5-17T. OF DEPTH. MAX. PRESSURE = 2500 PSF. PA551VE PRESSURE' = 250 PSF/FT. COEFF. OF FRICTION = 0.25 (DEAD LOAD + PA551VE PRESSURE) OWNER/ CONTRACTOR ACCEPTS ALL -LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. CONCRETE STRENGTH9. PpF� �2 2500 P51 28 -Day Compressive Strength WT. = 150 PCF c , No. 33446 M Exp. 6-30-10 STEEL s S-I3-c� F y = 40 KSI, trade 40, ASTM A615 IT IS THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIFORNIA BUILDING CODE, 2001 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWINGS. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWINGS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALY515 AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS IS THE RE5PON51BILITY OF THE ARCHITECT, UNLE55.5PECIFICAL:LY 5HOWN OTHERWISE. THE ENGINEER A55UME5 NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT. a o` I Fol �a 4 Q� d Cher `yc'g' bt�'ew BY S 09 Frank Foretirh• Qq 73661 Highway 111, Suite G REVISED '711WO Tangelo Lo Quinto PAGE_ PntDesert, 92260 The Citrus Coup (760) 7799 -0405 FAXAX (760) 779-1317 " Club OF PROJECT: JP POOLS • 2030 acacia Palm Springs, GPS 12262 (160) 212-4621 15 Q LU TILE 0 3" a m .CLR.�14-7 # 3 BAR VERT. AT 8" O.C. w o a EACH FACE _ < a , ° : 3" CLR. cr _ d # 3 BAR HORIZ. AT 12" O.C. o (TYP. ) APPROVED SEAL 8t d EXPANSION JOINT ou ° I . f� a + ° °a ° d _ .o °?.. v d ° TILE J:4 343. BARS AT BOND BEAM a j\\ <—PLASTER ° # 3 BAR VERT. STEEL AND POOL WALL THICKNESS PER BOULDER DTL. #11 GUNITE STRENGTH: F'C = 2500 PSI AT 28 -DAYS STEEL: FY.= 40 KSI, ASTM 615 MIN. LAP = 18" SCALE: I" = I'-0- RAISED '-0"RAISED SEATNALL AT POOL./SFA &L& j JC Q "tAt eW sYD-M DATE '709 Frank Foretich -N550 # O • 73661 Highway 111, Suite G REVISED Tangelo •La Qulnta Pala Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 The Citrus Country Club _PAGE OF�� www.theftyingbuttress.com PROJECT: JP POOL5 2030 Acacia Palm Springs, GA 012262 (760) 272-4621 GUNITE STRENGTHt f'c 2500 PSI STEEL STRENGTHi Fy = 40 KSI, GRADE 40, ASTM A615 MIN, LAP = 18' iv 12' EXISTING THIC COLUMN AND FOOTING II BY OTHERS +6, 1 WATER LEVEL 8 F.F.E. 0' POOL NON -POROUS \/WATERPROOF w SLIPSHEET a #3 H❑RIZ. AT X 12' ❑.C. (TYP.) Q 90% COMPACTION d REQ D 3' CLR�//\//\//\�% \, ' CLR 3\\j\� \\j\\j\\j��\��� /#3 VERT. AT CD #3 HORIZ. AT /\\j 12 O.C. CTYPJ SCALE, 1/2' = 1'-0' ' POOL ADJACENT TO COLUMN f -' "" f J i " "^ t pS-k BY DATE Frank Foretich a # CA 73661 Highway 111, Suite G REVISED '1ab90 Tangelo Lo Quints PAGE= Palm Desert, 92260 (760) 779-0405 FAXAX (760; 779-1317 The citrus country club OF PROJECT: JP POOLS 2030 Acacia Palm 5pring5, GA 12262 (760) 272-4621 15" + 30" OR 36" SEE PLAN o� � 3" # 3 BAR VERT. AT 8" 0. C. w o CLR. EACH FACE o 3" CLR.. U "# 3 BAR HORIZ. AT 12" O.C. _ -4 (TYP. ) o rn • s • . Of 0 ° I`L�i�JJ�1J LJLJLiC + 0" FIN. GRADE 1 s # 3 BARS AT 12" 0. C. • \/\/\/\/\/\�\ EACH WAY (TYP.) -18" FIN. SURFACE 3" A� a •. 3 CLR. GUNITE STRENGTH: F'C = 2500 PSE AT 28 -DAYS STEEL: FY = 40 KSI, ASTM 615 MIN. LAP = 18" 1 SCALE: 3/4° = 1'-0" II RECESSED BBQ IS1111 I i It.P//WU�%�)i�Lt�YP�r� BY ...DATE..S: OB PoiTf C:N' - -.73166.1- Highway'l.1.1 .0-Suife G. �__—�• _. _ � Palm Desert, CKD DATEBG I �) "--�----'-:-- i rt, California 92260' --- -(760)-779-0405 -46-- FAX. (760) 7.79-131-7 www,.fheflyingbutfress.com PREPARED FOR: ft— -all ` saos- 7-T— v G N O,Zq (�� % a,2q Citic) nF x I'� y 4 - uj 41 f._....._.... - z 2 FY t FY�y 01 l2to,, 9 It Pte. a•c.1 31'i?, -a� � S EL. l o X5.3 S. _ Op00 caN 1.Ro. �s Vrl� iP �, 2 L�tLt�NS oil P e . ..�_ ''"'�/{ A BY,, -_._.._ _.. .i—_._-_. �_ —_ i _ . _ _'— I_ __� �� _. y f • _ I t:. �vriJ?DATE ;73661-Highway } ... ! Palm DesertCalifom{a 92260 CKD DATE I _ + pG �0 <a 4 { (760)T779-040{5 FAX 760):7,7971-W"'-" theflyingbuttress com _.' _ .__ .__. ._ 'OF In t 1 I � i PREPARED fOR: � ! �I i i i .i PODL:_ �-o (�-'_C.I. u.l-'liW ► 5UC__.. _... t : • 1 , I i -7 go. P� (n6; er- -:—--�-I'�.:. = �.1..._ _�:3 :.�- i ,.-�:---w. �►.� _ �.: I , � _CSS. �c�•)(-5;)-_- .+� �..,.`1. (5;�7:ec,F)(' 2_,5� ' l i Z _ .ey eqZ 2,M-(Z-S,a ..... ...... .....: - SOO b-8-o .��°�� �-ITR. ®, �s'J"�` _>r 1' -_.--.- i . min g-oo00 » FY _-_ -- •--..._.._..____..__ . Of 0044 12.1 � i�.� ).. � • �`�_ ..: tom, . - _GoN%��o!_� _.�.._ __ __ ....__..:.. _.._.. rojc, 1WG = �.I,..Z �i2„� �..�-.5 dst ..'03 The Flying Buttress Title • POOL WALL Page: 7 0 Structural and Civil Engineering Job # : 09-134 Dsgnr. DRP Date: MAY 13, 09 73661 Highway 111, Suite G Description.... Palm Desert, CA 92260 SURCHARGE LOAD ON 5 -FT. DEEP POOL (760) 779-0405 FAX (760) 779-1317 - This Wall in. File: cAprogram ftles%rp20071foredch.rp5 Retain Pro 2007 , 8 -Mar -2009, (c) 1989-2009 www•retainpro•com/supp6rt for latest release Cantilevered Retaining Wall Design Code: CBC 2007 Reglstratlon # : RP -1138265 RP2007-0 Criteria . 804 psf OK Retained Height = 5.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. NOTUSED for Sliding Resistance. USED for Overturning Resistance, Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe. = 0.0 psf Used for Sliding & Overturning I Axial Load Armlied to Stem Aiiial:Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Desiqn Summary Wall 'Stability Ratios Overturning = 1 157 OK Slab Resists All Sliding ! Total Bearing Load = 1,7;51 ms ...resultant ecc. = 15:58 in Soil Pressure @ Toe = 804 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,700 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,013 psf ACI Factored @ Heel = • 0 psf Footing Shear @ Toe = 13.5 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 75.0 psi Sliding.Calcs Slab Resists All Sliding I Lateral Sliding Force = 2,030.0 lbs Load Factors 11 - Building Code CBC 2007 Dead Load 1.400 Live Load 1.700 Earth, H 1,700 Wind, W 1.000 Seismic, E 1.700 Soil Data 11 - Allow Soil Bearing = 1,700.0 psf Equivalent Fluid Pressure Method - Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psY t Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe 0.00 pcf FootingIlSoil Friction = 0.300 Soil height to ignore Total Force @ Section for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 567.0 #fft ...Height to Top = 2.50 ft ...Height to Bottom = 0.00 ft Stem Construction 11 - Design Height Above Ft¢ ft = Wall Material Above "Ht" _ Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data rc = 2,500 psi FY = fb/FB + fa/Fa = Total Force @ Section lbs= Moment.... Actual ft-# _ Moment..... Allowable = Shear.'....Actual psi = Shear..... Allowable psi = Wall Weight = Rebar Depth 'd' in= LAP SPLICE IF ABOVE in = LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = Masonry Data f psi = Fs psi = Solid Grouting Modular Ratio 'n' Toe Width = Short Term Factor = Equiv. Solid Thick. Total Footing Width = Masonry Block Type _ Footing Thickness = Masonry Design Method Key Width Concrete Data Key Depth = rc Key Distance from Toe = Fy rc = 2,500 psi FY = )p Stem Footing Dimensions & Strengths Toe Width = 4.50 ft Heel Width = 1.00 Total Footing Width = 5.50 Footing Thickness = 12.00 in Key Width 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft rc = 2,500 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 Footing Load = 0.0 lbs Footing Width = 0:00 ft Eccentricity = 0:00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil = at Back of Wall 0.0 ft Poisson's Ratio = 0.300 Stem OK 0.00 Concrete 12.00 # 4 6.00 Edge 0.357 3,153.5 4,251.8 11,922.4 25.6 75.0 150.0 10.25 12.48 6.00 = Medium Weight ASD psi = 2,500.0 psi = 40;000.0 The Flying Buttress Title POOL WALL Page: 8 Structural and Civil Engineering Job # : 09-134 Dsgnr. DRP Date: MAY 13, 09 . 7366I. -Highway 111, Suite G Description.... Palm, .Desert, CA 92260 SURCHARGE LOAD ON S -FT. -DEEP POOL (760).779 0405. FAX (760) 779-1317 This Wall in File: c:lprogram files%rp20071foreUc:h.rp5 Retain Pro 2007, 8 -Mar -2009, (c) 1989-2009 www.retainpro•com/supportforlatestrelease Cantilevered Retaining Wall Design Code: CBC 2007 Registration # : RP -1138265 RP2007-0 Footing Design Results Toe Heel Factored Pressure = 1,013 0 psf Mu': Upward = 0 0 ft-# Mu': Downward = 0 0 ft-#: Mu: Design = 4,252 0 ft-#! Actual 1 -Way Shear = 13.45 0.00 psi Allow -1-Way Shear = 75.00 0.00 psi ! Other Acceptable Sizes & Spacings Toe Reinforcing = # 4 @ 13.25 in Toe: #4@ 10.75 in, #5@ 16.75 in, #6@ 23.50 in, #7@ 32.00 in, #8@ 42.25 in, #9@ 4 Heel Reinforcing = # 4 @ 18.00 in Heel: Not req'd, Mu < S ' Fr Key Reinforcing = None Spec'd Key: No key defined Summary of Overturnina & Resistinq Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# - lbs ft ft-# Heel Active Pressure = 630.0. 2.00 1,260.0 Soil Over Heel = 5.50 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -17.5 0.33 -5.8 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = 1,417.5 2.25 3,189.4 • Axial Live Load on Stem = Load @ Stem Above Soil = ; Soil Over Toe Surcharge Over Toe Stem Weights) = 750.0 5.00 3,750.0 Earth @ Stem Transitions= Total = 2,030.0 :O.T.M. 4,443.5 Footing Weighl = 825.0 2.75 2,268.8 Resisting/Overturning Ratio = 1.57 Key Weight = Vertical Loads used for Soil Pressure = 1,750.6 lbs Vert. Component = 175.6 5.50 965.7 Vertical component of active pressure used for soil pressure - Total = 1,750.6 lbs R.M.= 6,984.5 } ' Axial live load NOT included in total displayed or,used'forovertuming resistance, but is included for soil pressure calculation. DESIGNER NOTES: 1 f ii 1 M w 12 -in Conc w/ #4 0 Ei in n/c @Toe Designer select #4 18.in 4'-6" @ all horiz. reinf. @ Heel See Appendix A 9 � / f , • i Thr° �SR l� ._ ' • -, 567.ps� _ Sliding Restraint .1 .SS�.�Y.. \•"��i. :. .Y M > � v2H CS�RL �i�SLS,"�1� S' . Pp= 125.# - 2030.# 804.05psf { . r . 0-11 o o arq 00 I; a co Cal CD to CD VailrrCity of La Quinta Building U Safety Division Permit #I _ P.O. Box 1504, 78-495 Calle Tampico 0�111l(J La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address:g �� )1�! 1,A.�,�-L� Owner's Name: F�j�•rJIL .�-01/!.t_.•--i-�Gl-i- A. P. Number: Address: Legal Description: City, ST, Zip: l" Contractor: ow N�� ( � v�)�^� Telephone: 1 1 q '%`I -74C-3 Address: '1 Cj $ Project Description: City, ST, Zip: Uc- 0, ♦,."► L/� ti' �zS3 �,! �, - Telepho :7I4 )114f-'714-3 ^� . A Structural Calcs. State Lic. # : City Lic. #: Arch., Engr., Designer: Address: Reviewed, ready for corrections City, ST, Zip: " 7 Plan Check Deposit Telephone:~ Construction T ype: �qa l Occupancy: State Lic. #: 33 tfu % IC4 Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: , Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:��p0 Z,7Z q` Z Estimated Value of Project: OCA APPLICANT: DO NOT WRITE BELOW THIS LINE ti Submittal Req'd Ree'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2•" Review, ready for corrections issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`" Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees