Loading...
13-1509 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001509 Property Address: 53483 VIA STRADA APN: 777-200-003-251 -29894 - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 78000 T4hf " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: Vp woc,15W�� -------------------------------------------------- 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 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,& she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by a plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ✓✓✓ 1 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.). FIs 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.l. exempt under Sec. , B.&P.C. for this reason .1 011//)NSYRUCTION LENDING AGENCY 1/,,.by affirm under penalty of perj�.. there is a construction lending agency for the performance of the or which this permit is issued 3097, Civ. C.)• Lender's Name: Lender's Address: LQPERMIT Owner: FINEGAN, ROBERT & 636 MELROSE ST ANAHEIM, CA 92805 Contractor: Owner "I VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/27/13 ----------------------------------------------- WORKER'S 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 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 become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 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 15100,0001 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 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 construction, and hereby authorize representatives of this county to enter rupo the above-mentioned property for inspection purposes. ate: S nature (Applicant or Agent): Application Number . . . . . 13-00001509 Permit POOL 2013 Additional desc . . Permit Fee . . . . 178.75 Plan Check Fee . Issue Date . . . . valuation . . . . Expiration Date . . 6/18/14 Qty Unit Charge Per Extension 1.00 178.7500 EA MISC POOL/SPA 178.75 ---------------------------------------------------------------------------- Special Notes and Comments POOL AND SPA AT REAR YARD WITH COURTYARD WATER FEATURE [DENISE POELTLER ENGINEERING) THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE, BBQ OR SEPARATE FIRE PIT. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2010 CALIFORNIA BUILDING CODE. November 26, 2013 2:50:25 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 PLAN CHECK, POOL 97.24 Fee summary Charged Paid ------------------------------------- Credited -------------------- Due Permit Fee Total 178.75 .00 .00 178.75 Plan Check Total .00 .00 .00 .00 Other Fee Total 99.24 .00 .00 99.24 Grand Total 277.99 .00 .00 277.99 LQPERMIT Bin # City Of La Quihta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 5--z> y 3 v 4 Owner's Name: RO L -"—f /i X" Y K ti A. P. Number: Address: se k N pa 4,C -,, c #' o Legal Description: Contractor: N City, ST, Zip: Telephone: Address: Z G Project Description: City, ST, Zip: C Z Tele hone: State Lic. # : 3 City Lic. #t Arch., Engr., Designer: Address: City, ST, Zip. Telephone: : y;N»:>:::: p ..X.......—.... r: r<n:::«z < <<. ;; State Lic. #• ..>.,.;<;:.. «:<r<,..<:;:;::;::s,:,:; ;:;> < Construction Type: LN Occupancy: Project type (circle one) NewAitet—!•epai Demo Name of Contact Person: Xe - -Z7 Z % (O Sq. Ft.: Telephone # of Contact Person: Estimated Va oject: -7060 APPLICANT: DO NOT WRITE BELOW # Submittal Req'd Recd TR ACKING EkIKII`FEES Plan Check submitted Item Amount Plan Sets Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. l Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionsfissu Electrical SubcontactorList Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- "Review, ready for correcti s issue Dcveloper Impact Fee Planning Approval Called Contact Person AM A.I.P.P. Pub. Wks. Appr Date of permit issue S� School Fees L± I Total Permit Fees u�?.��2�3 •— �tt.�4 �ra.'i� �. Inrc;R�a. %u�, V'ac � �� 't' c�l':�a- . CITY, OF LA QUINTA'� -CONTR CTOR VST .. JOB ADDRESS 1 �%�ci c1. PERMIT NUMBER l ::7, OWNER BUILDER.VO\61�L t kA f! ciL4_ This form shall be Hosted on the job with the Building Inspection Card . at all times in a conspicuous place. Only persons appea g 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 C i c T lass fi at�o ! : :. .. Contractor ...:.::..:::; : :... •....;:: ..:.:; tate..Contractor License :•.. Workers ConjpensaLon Insurance `'' " `"` Gity Business License' :.(04 Company NameClassification (e.g. A, B, C-8) License Number (xxxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State und, CalComp) Policy Number (Format Varies) Exp. Date License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK 1C-12) !i�OrAe-/�'/ `�1 (� / �� 7 ` (�� 2(xx/x/x/cx(x) C.ONCRETt IQ -P) *, -CC 4614-9". V V d �p t�V �n%Cr!%Z.�ZC'ZC'I ! I 1 �%2-© —Z, FRAMING -(C-5) / STRUCT. STEEL (C -51)L O 1 y 6-45 � _1 Z Y -� 30 MASONRY- (C>29) PLUMBING (C-36) 0 V l C'j 7 7 ` 111TH; PLASTER (C-35) - DRYWALL (C-9) HVAC (C-20):..` . ".-- ELECTRICAL. (C RQOFING*(C'39) SHEET.METAL•(C43) FLOORING GLAZING 10171"'' INSULATION (C-2) :' SEWAGE DISP;•(G-42) PAINTING (C=33)'-: CERAMIC TILE (C-54) CABINETS (C-6) FENCING (C713) , LANDSCAPING (C=27) .'?:• P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 e BUILDING & SAFETY DEPARTMENT PROPERTY OWNER' S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits lWOMP NOTICE TO PROPERTY.OWNER Dear Property Owner. An. application for a building permit has been submitted in your name listing,. yourself as the builder of the .property improvements spocified at Lc -,-r Z S l o td, a mu�AwAy,y i A s rx^ aA t.� G- / N CA 42.7.43 We are providing you with an Owner -Builder Acknowledgment and Information -Verification Form to make you awam of your revensibilitics and possible risk 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 eac4'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 pernutting authority. Di`RELTIUNS: Read and initial each statement below to signify you undemiand or verify this irifbrmation' tj?-1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor anti 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 workers on my party. 113' 2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility.. 13r 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. /Z' 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. a 5.1 understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. C 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, 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 financial risk. 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures 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. a- I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be hey liable, for any financial or personal. 4aries sustained by any subsequent owner(s) that result from any latent construction defects in the worlumanship or materials. 9. I understand I may obtain more information regarding my obligations as an "employee' from the Iu*mW Revenue Service, the United 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 (CSi.IB) at 1- 800-321-CSLB (2752) or www.csib.ca.gov for more information about licensed contractors. L 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible . for proposed construction activity at the following address: 13? 11. I agree that, as the party legally and financially responsible for this proposed construction activity,.[ will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any Of the informatiou I have provided 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 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 infused while working on your property; you may be hold liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsble for verdyiag whether or not those Contractors are properly licensed and the status of their workers' comp enation imurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner aed returned to the agency responsible for issaiag.&e..pernsit. Nota: A copy of tke property owner's Mver'sliMtsci farm n°�j or other veriT ation acceptable to the agency is required to be presented "en the permit is issued to verify the prop" owner's signature. Signature of property owner /r•�w�.G n �U 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 ACTON 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): /0dU L Q✓ti 5 -re (d[ T LO Project Location or Address: Z,,t ZSI 0/_Z,/,J k(Gew^ 1 VIA S TKAUA4 4 a Cyr.. ,.,4-g _G -A 122 5-.3 Name of Authorized Agent: G>!r— I al l t:1 'Fo h • Tel No Z`(' Z 7,2 `f62 Address of Authorized Agent: 1%J El 'Cr��r� / Grlrn SdvYv�� r' JZZG 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: l �' n-.(iY�'It�� Date: l� ` 2 �6Y._— Check a License - License Detail - Contractors State License Board s - Page 1 of 2 DEPARTMENT OF CONSUMER AFFAIRS o Contractors state license. Board Contractor's License Detail - License # 318626 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. %> Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. >> Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number 318626 ACTION POOL SERVICE INC Business Information Business Phone Number: (760) 3254950 Extract Date 11/18/2013 CLASS DESCRIPTION Classifications C53 SWIMMING POOL CONTRACTOR'S BOND This license filed a Contractor's Bond with WESTERN SURETY COMPANY. Bond Number: 69644026 Bond Amount: $12,500 Effective Date: 01/01/2007 Bonding Contractor's Bond History BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) PELTON GERALD MARTIN certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 12/08/2006 Workers' Compensation WORKERS' COMPENSATION https://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum=3... 11/18/2013 P O BOX 2626 PALM SPRINGS, CA 92263 Entity, _Corporations—_-��-----_--� .------ ---- �_ r —_ Issue Date 04/16/1976 05/31/2014 ACTIVE License Status This license is current and active. All information below should be reviewed. CLASS DESCRIPTION Classifications C53 SWIMMING POOL CONTRACTOR'S BOND This license filed a Contractor's Bond with WESTERN SURETY COMPANY. Bond Number: 69644026 Bond Amount: $12,500 Effective Date: 01/01/2007 Bonding Contractor's Bond History BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) PELTON GERALD MARTIN certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 12/08/2006 Workers' Compensation WORKERS' COMPENSATION https://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum=3... 11/18/2013 Check a License - License Detail - Contractors State License Board Page 2 of 2 h t This license has workers compensation insurance with VALLEY FORGE INSURANCE COMPANY Policy Number: 4018205565 Effective Date: 05/01/2013 Expire Date: 05/01/2014 Workers' Compensation History Personnel List Conditions of Use I Privacy Policy Copyright C 2010 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum=3... 11/18/2013 CITY O LA QUINTA BUILDING & SAFETY �DDEP �nT. f/ J 17 um 523V,/■ice FOR CONSTRUCTION DATEW10170?;B_YA -- ]FINEGAN WET WALL i D55 Lot #251, Via 5trada `TA Quina '11e• H ideawaY"EcElvpr� ,.. r � . � rte. '` + '•; .' � ♦ � Z B.,<�13.232;,,.DEC 1 2013 c9m 1.4kA, Ty -.- .�.&e ter 203 MEN,- - a"_' i X' �r�1'f� � 1 \iv�y'f%( � 'Yl ', w.• � •, - ` T �',x; v� i CITY O LA QUINTA BUILDING & SAFETY �DDEP �nT. f/ J 17 um 523V,/■ice FOR CONSTRUCTION DATEW10170?;B_YA -- ]FINEGAN WET WALL i D55 Lot #251, Via 5trada `TA Quina '11e• H ideawaY"EcElvpr� ,.. r � . � rte. '` + '•; .' � ♦ � Z B.,<�13.232;,,.DEC 1 2013 c9m 1.4kA, Ty -.- .�.&e ter 203 MEN,- - a"_' i X' �r�1'f� � 1 \iv�y'f%( � 'Yl ', w.• � •, - ` T �',x; 1 �I 11 1 &W, f tya ,* 6l.1mPte' 77725 Enfield Lane, #130 Palm Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 drpF(Y@aol.com BY QIP— DATE !! t$ REVISED FINE&AN Lot #251, Via Strada La Quints The Hideaway r_13-Z3�- PAGE OF 2,z- PROJECT: JP POOL CONSTRUCTION BUILDING & SAFETY DEPT. P.O. Box 2626 APPROVED Palm Springs, CA X12265 FOR CONSTRUCTION (160) 2'12-4621 QATE Be 5TRUGTLJRAL GALGULATI0N5 200ci Int'I Buildinngg Code EN&INEERIN& 5ERVICE5: 2010 California Build" Code I. Design T -O" high water feature adUaaent to existing stud wall. 2. Design T-8' high I6' sq. CMU pilaster adjacent to existing stud wall. 5. DETAIL "A": T-Ou high gunite water feature adjacent to stud wall. 4. DETAIL 'B": T'-8" high, 16' x 16" CMU pilaster at each end of water feature. SOILS INFORMATION NO 501L5 REPORT PROVIDED; USE CBC TABLE 1806.2 FOR MINIMUM VALUES. Soil Classification = Sand, Slaty sand (SM, SP -SM, SW -5M) Soil Bearing Pressure = 2000 PSF (PLUS 1/5 INCR. FOR 5EI5MIC/AIN12) Equivalent Fluid Pressure = 55 PGF (Cantilever Wall, Level Backfill) Equivalent Fluid Pressure = 55 PGF (Restrained Wall, Level Backfill) Sliding Coefficient = 025 (Dead Load Only) Passive Pressure = 150 P5F/FT OANER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. CONCRETE (&UNITE) SIREN-& A• f'r- = 2500 P51 26 -Day Compressive Strength AT = 150 PGF N0.33446 REINFORCING STEEL &p.6-30-114- F p.6-30-14F y = 40 KSI, &rade 40, ASTM A615, #5 BARS OR &REATER N� i Z -15" zo l �Q IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIF. BUILDING CODE, 2010 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWING5. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWIN65, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALY515 AND DE516N OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE. THE ENGINEER ASSUMES 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. FI th& fbycn* but ew 77725 Enfield Lane, #130 Pain Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 drpfiy@oot.com PROJECT: BY C)r4e DATE I�S REVISED FINE&AN Lot #251, Via Strada La Quints The Hideaway JP POOL CONSTRUCTION P.O. Box 2626 Palm Springs, GA 412265 ('760) 212-4621 BASIS OF DE516N CODE INTERNATIONAL BUILDING GORE (IBC), 20041 EDITION CALIFORNIA BUILDING CODE (GBG), 2010 EDITION INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS # 13 -?-3z- PAGE *Z— OF2, 2 - STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STR -55 DESIGN (AISC 341-05) THIRTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CON5TRUGTION CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AGI), AGI 515-05 AMERICAN CONCRETE INSTITUTE V4000 NATIONAL DE51GN OF SPECIFICATIONS FOR WOOD CONSTRUCTION (N05-05) AN51/NFoPA, NDS -2005 EDITION, NATIONAL FOREST PRODUGT5 A550GIATION MASONRY MASONRY DESIGNER'S GUIDE (MD6-1) Based on TMS 402 -II, AGI 530 -II, ASCE 5 -II and IBC 20041 FACTORED LOAD COMBINATIONS FOR REQUIRED 5TRENOTH DE516N AGI 515-05, APPENDIX G - Alternate Load and Strength Reduction Factors ULTIMATE STRENGTH DESIGN U = 1.4 OL + 1.1 LL + 1.1 Earth (EQ. G41-4) U = 1.4 DL + 1.1 LL + 1.4 FLUID (BQ. G41-4) U = O.q OL + 1.0 EQ (EQ. Cq-5) WATER PRESSURE DENSITY = 62.5 PGF AT SEA LEVEL "• "& flycfe " utt ew BYVIP- DATE )!jj F I NE&AN 77725 Enfield Lane, #130 REVISED Lot #251, Vla Strada Palm Desert, CA 92211 La Ovinta <760) 772-4411 FAX <760) 772-4409 The Hideaway drpfty2aol.con JP POOL CONSTRUCTION P.O. Sox 2626 Palm Springs, CA 412265 ('160) 212-4621 MA50NRY DESIGN (Working Stress Design) NO SPECIAL INSPECTION REOV, USE HALF 57RE-55ES Reference: Reinforced Masonry Engineering Handbook by Masonry institute of America (MIA) Seventh Edition, 2012 MASONRY DESIGNER'S GUIDE (MDG -'1) Based on TM5 402 -II, AGI 550 -II, A5CE 5-11 and 150 20041 WT. = 65 P5F, 6" CMU, SOLID GROUT WT. = 64 P517, 8" CMU, 50LID GROUT WT. = 155 P5F, 12" CMU, 50LID GROUT f'm = 1500 P51 COMPRESSIVE 5TRENGTH fb = 250 PSI COMPRESSION - FLEXURAL fv = 20 PSI MASONRY TAKES SHEAR fv = 241 P51 REINFORCING TAKE -5 ALL SHEAR fs = 20 KSI STEEL STRENGTH (Fy = 40 K51) Em = 1.125 X 10 PSI n = 25.8 MODULAR RATIO Es/Em CONCRETE 5TRENGTH f'c, = 2500 PSI 28 -Day Compressive Strength STEEL F y = 40 KSI, Grade 40, A5TM A615 GROUT STRENGTH f'c = 2500 PSI 28 -Day Compressive Strength s 13 -23L PAGE_ OF a WWI W- ILW VG POOL CAST S- COLUMI COPPEF (CONCE SUPPLI' STACKE 1 STONE 1 CAST S' WALL C ISTONE u 1 ELEVATION I 1 1 1 1 1 1 1 1 1 1 1 1 1 ' J e BYVIRP DATE FINE&AN # I3.Z3Z 77725 Enfield Lane, '#130 Lot #251, VIA Strada Pala Desert, CA 92211 REVISED PAGE CO La OvInta The H (760) 772-4411 FAX (760) 772-4409 I-Ildideaway OF—Z "l. drpfly@aol.com PROJECT: JP POOL CONSTRUCTION P.O. Box 2626 Palm Springs, CA 412263 (160) 212-4621 5" GAP I (3)- #4 TIES WITHIN TOP 12" OF PILASTER CTYP) 80' 72° EXI5TIN6 GARAGE AND a #5 VERT. AT 40 O.G. FOOTING'L (TYP) 116" 50. GMU PILA5TER YrAAT€iiPROOF #3 BARS at 12" O.G. - SLIPSHEET a HORIZ. CONT. (TYP) Q GARAGE ( 12" I 2'-011 12" �p I.a '. a I 6.. a a #5 BARS at 12" O.C. HORIZ. CONT. (TYP) #3 T. AT 4" O.G. . a L4 BARS at 12 O.G. HORIZ. DONT. (TYP) #3 BAR MIN. LAP = 18" #4 BAR MIN. LAP = 24" CONCRETE: V c = 2500 P51 25 -Day Gompreselve Strength 5TEEL: F y = 40 K51, Grade 40, ASTM A615 50ALE: 1/2" = V-0" GUN I TE NET WALL AT &ARA51E FN -1504 1 1 1 1 1 1 1 th&' -/ 6 y "" ew 13Y00 DATE12-4 FINE(SAN # 1'612; 77725 Enfield Lane, U30 REVISED Lot #251, Via Strada Palm Desert, CA 92211 Lo Quints PAGE (760) 772-4411 FAX (760) 772-4409 The Hideaway OF 2-2- clrpF(y@aot.com PROJECT: .1P POOL CONSTRUCTION P.O. Box 2626 Palm Springs, GA 92265 ('160) 212-4621 EXI5TING &A -RAGE AND FOOTING 5" SAP 12" 2'-0" 12" 60 Q FOUNTAIN • -24" DEEP s5 BARS at 4' .C. 4t VERT.(r'p) s5 BAR 5 at 12 O.G. HORIZ. fONT. ) 1 — 24" 50. PAD FOOTING WITH 4-x+4 5AR5 EACH WAY (TYP) 8-44 BARS VERT. AT 16" 50. PILASTER (TYP) *9 TIES at 8" O.G. HORIZ. DONT. (TYP) PLAN V I EN s5 BAR MIN. LAP = 18" m4 BAR MIN. LAP = 24" CONCRETE: P' r, = 2500 PSI 26 -Day Compressive Strength 5TEELs F y = 40 K51, Grade 40, ASTM A615 MASONRY: FYn = 1500 PSI (NO 5PEGIAL INSP) 50ALE: 1/2" = 1'-0" 1611 50. F I LASTER AT NET 1NALL FN -1504 1 1 &.,& f yLve &ut&es ' 77725 Enfield Lane, #130 Palm Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 drpfly@aol.com PROJECT: BY YIP DATE D REVISED FINEGAN Lot #251, Via Strada La Quinta The Hideaway JP POOL CONSTRUCTION P.O. Box 2626 Palm Springs, GA 42265 ( 760) 272-4621 LATERAL LOADS 2010 GBG and ASCE '7-05 5E15MIG C015FF41IENT5 15G SECTION 1615 A50E '1-05 Chapter 15 Seismic Design Req,. for Non -Building Structures EQUIVALENT LATERAL FORGE A50E -1-05, SECTION 15.4 V=CsxWdl SEISMIC 5A5E SHEAR (EQ. 12.8-1) Gs = (0.8) 5d I o 0 • $ (0 0 = 0 . I l 4 (E0. 15.4-2) (R/1) x (1.4) CIA , o) 1, 4 (Gs = NOT LE55 THAN 0.05) V=pxGsxWdl = t,o)cWpV =0,11+ WOL, WHERE p = 1.0 ASCE SECTION VALUE FACTOR 5EG. 15.4.1.1 1 = 1.0 Importance Factor SEG. 11.6-1 D Seismic Design Category TABLE 15.4-2 R = 3 Response Modification Factor SEG. 11.4.4 5dl = 0.6 g Design Spectral Response Acceleration ADDRE55 = Lot #251, Via 5trada, Lo Quinta ZIPCODE = 42255 LATITUDE = 55.661664 LONGITUDE _ -116.26245-t A.i TERNATIVE 56510 LOAD COMBINATION FOR ALLOWABLE STRESS DESIGN PER ASCE -7-05, SEG. 12.42 5EI9MIG LOAD EFFECT E= Eh + Ev (EQ. 12.4-1) WHERE Eh = pQe WHERE Ev = 02 5ds D = O WHERE p= 1.5 PER GBG 200'7, 5EG. 1605.5.2 WHERE D = DEAD LOAD D + L + 5 + E (EQ. 16-20) WHERE L = LIVE LOAD (1/4) WHERE 5 = SNOW LOAD WHERE E = EARTHQUAKE FORGE TARLF 15.&9 RFI-QUie- rACCclric NTQ cnn un.In. w nua+ 'See Section 15,7.3a for the application of the overstrength factors, Sto, for tank and vessels. clf a section is not indicated in the Detailing Requirements column, no specific detailing requirements apply. For the purpose of height limit determination, the height of the structure shall be taken as the height to the top of the structural frame making up the primary seismic force -resisting system. 4. The vertical distribution of the lateral seismic forces in non - building structures covered by this section shall be deter- mined: a. Using the requirements of Section 12.8.3, or b. Using the procedures of Section 12.9, or c. In accordance with reference document applicable. to the specific nonbuilding structure. 5. For nonbuilding structural• systems containing. liquids, gases, and granular solids supported atthe base as defined Minimum Design Loads for Buildings and Other Structures in Section 15.7.1, the minimum seismic design force shall not be less than that required by the reference document for the specific system. 6. Where a reference document provides a basis for the earth- quake resistant design of a particular type of nonbuilding structure covered by Chapter 15, such a standard shall not be used unless the following limitations are met: a. The seismic ground accelerations, and seismic coeffi- cients, shall be in conformance with the requirements of Section 11.4. 1.912 CTURAL SYSTHI AND Nonbullding stricture Type HEIGHT UtMTS;(R)� DeMiling Requlremerrts° R fro Cd A& B' C 0 E F Elevated tanks, vessels, bins, or hoppers: On symmetrically braced legs (not similar to buildings) 3 26 2.5 NL NL 160 100 100 15.7.10 On unbraced legs or asymmetrically braced legs (not similar 2 26 2.5 NL NL 100 60 60 15.7.10 to buildings) Single pedestal or skirt supported welded steel welded steel with special detailing 2 3 26 26 2 2 NL NL NL NL NL NL NL NL 15.7.10 15.7.10 and 15.7.10.5 a and b. prestressed or reinforced concrete 2 26 2 NL NL NL NL NL NL NL 15.7.10 prestressed or reinforced concrete with special detailing 15.7. 10 and 14.2.3.6 3 26 2 NL NL NL NL NL Horizontal, saddle supported welded steel vessels 15.7.14 3 26 2.5 NL I NL NL I NL NL Tanks or vessels supported on structural towers similar Use values for the appropriate structure type in the to buildings 15.5.5 categories for building frame systems and moment resistingframes stems listed in Table 15.4-1. Flat -bottom ground -supported tanks: 15.7 Steel or fiber -reinforced plastic: Mechanically anchored Self -anchored 3 26 2.5 NL NLTNLNL Reinforced or prestressed concrete: 2 5 26 2 NL NL reinforced nonsliding base 2 26 2 NLL anchored flexible base 325 26 2 NLL unanchored and unconstrained flexible base 1.5 1.56 I.5 NLL All other 1.5 1.56 1.5 NLL Cast -in -lace concrete silos, stacks, and chimneys 15.6.2 3 1.75 3 NL NL NL NL NL havrn walls continuous to the foundation All other reinforced masonry structures not similar to CMV Q j4&S-r6; _ 3 2 2.5 NL NL NL 50 50 All other nonreinforced masonry structures not similar 14.4.1 1.25 2 1.5 NL NL 50 50 50 to buildin s t All other steel and reinforced concrete distributed mass 15.6.2 15.7. 10 and 15.7.10.5 a and b. 3 2 2.5 NL NL NL NL NL cantilever structures not covered herein including vurj (T� wAT��R- UPIl% stacks, chimneys, silos, and skirt -supported vertical vessels that are not similar to in s Trussed toE a%. 1f�,grstanding or guyed), guyedstacks and lytftite .s' Coolings '{ Concrete or steel Wood frames 3.5 I 1-75 ! NL NL NL NL NL .Telecommunication towers 15.6.6 3.5 3 3 NL i NL NL 50 50 Truss: Steel Pole: Steel 3 1.5 3 I NL NL NL NL NL Wood 1.5 1.5 1.5 NL NL NL NL NL Concrete 1.5 1.5 1.5 NL NL NL NL NL Frame: Steel 1.5 1.5 1.5 NL NL NL NL NL Wood 3 1.5 1.5 NL NL NL NL NL Concrete 1.5 1.5 1.5 NL NL NL NL NL Amusement structures and monuments 15.6.3 2 2 1.5 1.5 NL NL NL NL NL L4yfrt'Ospeti' } jtll'y s ttocutas (exoept elevaied 12.2.5.3 2 2 2 2 NL NL NL NL NL �`v�3 i 1's k i� _"ht5 , is . 2 NL NL NL NL NLts4it Signs and-Fillboiirds 5 3. 3.5 1.75 3 NL NL NL NL NL All other self-supporting structures, tanks, or vessels not 2 2.5 NL NL 50 50 50 covered above or by reference standards that are similar to buildin s 'See Section 15,7.3a for the application of the overstrength factors, Sto, for tank and vessels. clf a section is not indicated in the Detailing Requirements column, no specific detailing requirements apply. For the purpose of height limit determination, the height of the structure shall be taken as the height to the top of the structural frame making up the primary seismic force -resisting system. 4. The vertical distribution of the lateral seismic forces in non - building structures covered by this section shall be deter- mined: a. Using the requirements of Section 12.8.3, or b. Using the procedures of Section 12.9, or c. In accordance with reference document applicable. to the specific nonbuilding structure. 5. For nonbuilding structural• systems containing. liquids, gases, and granular solids supported atthe base as defined Minimum Design Loads for Buildings and Other Structures in Section 15.7.1, the minimum seismic design force shall not be less than that required by the reference document for the specific system. 6. Where a reference document provides a basis for the earth- quake resistant design of a particular type of nonbuilding structure covered by Chapter 15, such a standard shall not be used unless the following limitations are met: a. The seismic ground accelerations, and seismic coeffi- cients, shall be in conformance with the requirements of Section 11.4. 1.912 i by nonbuilding structures shall be designed in accordance with Chapter 13 of this standard. 15.4 STRUCTURAL DESfGN REQUIREMENTS 15.4.1 Design Basis. Nonbuilding structures having specific seismic design criteria established in reference documents shall be designed using the standards as amended herein, Where refer- ence documents are not cited herein, nonbuilding structures shall be designed in compliance with Sections 15.5 and 15.6 to resist minimum seismic lateral forces that are not less than the require- ments of Section 12.8 with thefollowing addititins and'exceptions: 1. The seismic force -resisting system shall be selected as fol- lows: ,a. For nonbuilding structures similar to buildings, a sys- tem shall be -selected from among the types indicated in Table 12.2-1 or Table 15.4-1 subject to the system lim- itations and height limits, based on the seismic design category indicated in the table. The appropriate values of R, S2„ and Cd indicated in Table 15.4-1 shall be used in determining the base shear, element design forces, and design story drift as indicated in this standard. De- sign and detailing requirements shall comply with the sections referenced in Table 15.4-1. b. For nonbuilding structures not similar to buildings, a system shall be selected from among the types indicated in Table 15.4-2 subject to the system limitations and height limits, based on seismic design category indicated in the table. The appropriate values of R, 52,, and Cd indicated in Table 15.4-2 shall be used in determining the base shear, element design forces, and design story drift as indicated in this standard, Design and detailing requirements shall comply with the sections referenced in Table 15.4-2. Where neither Table 15.4-1 nor Table 15.4-2 contains an appropriate entry, applicable strength and other design criteria shall be obtained from a reference document that is applicable to the specific type of nonbuilding structure. Design and detailing requirements shall comply with the reference document. F uilding systems that have an R value provided in 4-2, the seismic response coefficient (C,) shall not less than 0.03 (15.4-1) and for nonbuilding structures located where SI > 0.6g, C, shall not be taken less than 0.8Si (15.4-2) C, _ (R) EXCEPTION: Tanks and vessels that are dcaigoed to AWWA D 100, AW WA D 103, APT 6% Appendix B, and API 620 Appendix L as modified by this standard, shall be subjeet to the larger of the minimum base shear values de5ned by the reference document or the following equations: C, = 0.01 (15.4-3) and for nonbuilding structures located where St > 0.6g, C, shall not be taken less than _ 0.5St (15.4 C, 0(7) Minimum base shear requirements need not apply to the convective (sloshing) component of liquid in tanks. 3. The importance factor, 1, shall be as set forth to �iecnon 15.4.1.1. t„ TABLE:1'5 4-1 §IINfiG COEfRfCi1=NTS F.�R NONBU(Llt`JG STRUCTURES SIMILAR TO BUILDINGS STRUCTURAL SYSTEM AND Nonbuliding'Strueture Type Detailing Requirements R n, j Cd A i B NEIGKT UNITS (R)" C f) E F 15.5.3 4 2 3.5 NL NL NL NL I NL Steel storage racks Building frame systems: RISC 341 6 2 ' 5 NL NL 160 160 100 Special steel concentrically braced frames 341 31/4 2 31/4 NL NL 351 35' NP Ordinary steel concentrically braced frame AISC 2 21/2 NL NL 160 160 100 With permitted height increase AISC 341 2th 1.5 NL NL NL NL NL With unlimited height AISC 360 1.5 1 Moment -resisting frame systems: 8 3 5.5 NL NL NL NL - NL Special steel moment frames Special reinforced concrete moment frames AISC 341 14.2.2.6 & ACI 318, including Chapter 21 8 3 5.5 NL NL NL NL NL Intermediate steel moment frames AISC 341 4.5 3 4 NL NL 35c' NP`.d NP With permitted height increase RISC 341 2.5 2 2.5 NL NL 160 l60 100 With unlimited height RISC 341 1.5 1 1.5 NL NL NL NL NL Intermediate reinforced concrete moment frames ACI 318, including Chapter 21 5 3 4.5 NL NL NP NP "T With permitted height increase ACI 318, including Cha g ter 21 P 3 2 2.5 NL NL 50 50 ;0 ~: With unlimited height ACI 318, including Chapter) 0.8 1 I NL NL NL NP` ° NL W` NL y' Ordinary moment frames of steel AISC 341 3.5 3 3 NL NL ' With permitted height increase AISC 341 2.5 2 2.5 NL NL 100 100 NP-' With unlimited height AISC 360 1 1 1 NL NL NL NL �L Ordinary reinforced concrete moment frames ACI 318, excluding Chapter 21 3 3 2.5 NL NP NP NP NP with height increase ACI 318, excluding Chapter 21 0.8 1 1 NL NL 50 50 fit permitted °NL = no limit and NP = not permitted. Height shall be measured from the base. bSteel ordinary braced frames are permitted in pipe racks up to 65 ft (20 m). `Steel ordinary moment frames and intermediate moment frames are permitted in pipe racks up to a height of 65 ft (20 m) where the moment joints of connections are constructed of bolted end plates. dSreel ordinary moment frames and intermediate moment frames are permitted in pipe racks up to a height of 35 ft (I 1 m). `For the purpose of height limit determination, the height of the structure shall be taken as the height to the top of the structural frame making up the seismic -force resisting system. ASCE IA9 1 1 1 1 1 Convert Address to Lat Long (jeocode Add Place Latrat P11Kra 1, V W11100 ft 0 *ATLONG,inet Aftm -+ Lot Lwq LM tong -b Address Lal Long -1, OMS Lal We -+ UTM Convert Address to Let Longo_. — To convert address to lat long type the Via Strada, La Quinta, CA 92253 address with city name, street name to get more accurate lat long value. Uke 92 Latitude 33.661864 Longitude i -116.262437 1 OnStar Navigation System www.onstar.com No Need to Pull Over and Search for Directions w/ OnStar. Connect Now! Map Mouse over Lat & Long Lat 9.735046 Long 5.748047 Find Lat Long rage t of i ytz � Pessaro P ¢ssaro � `feP' I PSS o V$a Pessaro 0 �r < <. it A 12is #'11 y ao i� 1 Share this location: http:/Nwww.Iatlong.net/c l?lat=33.661864Wong=-116.262437 You can hold and move marker to anywhere you want to get the lat long of near places of your address. This geo process is also known as geocode address. 0 2012-2013 KMav lailong net I Pnwt.^., I Contact We do not guarantee the accuracy of the coordinate places. Please use tatlong.net at your own risk. ., „ 1 .1 ./ ... -... - .11..--- `- '-�'----1---- ' Denise PROJECT FINEGAN WET WALL PAGE: L Poeltler, PE CLIENT: JP POOLS DESIGN BY: drp �2Z JOB NO.: 13-232 DATE: 12/17/2013 REVIEW BY: Seismic Analysis Based on IBC 06/CBC 07 (Equivalent Lateral -Force Procedure, ASCE 7-05 12.8 INPUT DATA DESIGN SUMMARY Typical floor height h = 6 ft Total base shear Typical floor weight wx = 1 ' k V = 0.33 W, (SD) = 0 k, (SD) Number of floors n = 1 = 0.24 W, (ASD) = 0 k, (ASO) Importance factor (ASCE 11.5. 1) 1 = 1 (18C Tab. 1604.5) Seismic design category = D Building location Zip Code 92253 Latitude: 33.661864 Site class (A, B, C, D, E, F) D (1f no soil report, use D) Longitude: -116.2624 The coefficient (ASCE Tab 12.8-2) C, _ --qx _ Ss = 15o.000 %g , Sm, = 1.5oo g , F. = 1.0oo The coefficient(ASCE Tab. 12.2.1) R= 3 S, Sm, = 0.900 „- 1.000 g 0.600 g hn = 6.0 ft k = 1.00 , (f1=213. p9 130) X = 0.75 (ASCE Tab 12.8-2) W = 1 k zwXhk = 6 Ta = Ct (hrt)x = 0.08 Sec. (ASCE 12.821) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor Height Weight Lateral force 0 each level Dia>,hraam force No. Name Height h, wX W, hxk C , F, V. O. M. EF, EW, FPX ft It k k k k -ft k k k 1 Roof 6.0 1 6 1.000 0.3 0.3 1 0 6.00 0.3 Ground 0.0 2 ' ._ r 1 t 1 1 1 "' "& fty�4� &UM"k BYFL-P DATE'Z FINE6AN 0 3 77725 Enfield Lane, #130 REVISED Lot #251, Via Strada PAGE Palin Desert, CA 92211 La Quints �7G (760) 772-4411 FAX (760) 772-4409 OF_�i�/ drpFly@aol.com The Hideaway PROJECT: JP POOL CONSTRUCTION P.O. Box 2626 Palm Springs, GA 92265 ('160) 212-4621 WIND DESIGN ASCE -1-05, CHAPTER 6 METHOD 2 - ANALYTICAL PROCEDURE Qz= 0.00256 (Kz) x (Kzt) x (Kd) x (V)2 x I x w (EQ. (0-15) Oz= P&.13 15-00- Lm OeLA., A50E 5ECTION VALUE FACTOR SEG. 6.5.4 V= 85 MPH BASIC WIND SPEED 5EC. 6.5.4.4 Kd = 0.85 DIRECTIONALITY SEC,. 6.5.5 1 = 1.0 IMPORTANCE FACTOR, CATE60RY II C EXP05URE CATE60RY SEG. 6.5.6 Kz = 0.85 VELOCITY PR -55L RE EXPOSURE COEFFICIENT 5EC. 6.5."1.2 Kzt= 1.00 TOPOGRAPHIC FACTOR (F16. (5-4) SEC. 65.8 6= 0.55 GUST FACTOR ALTERNATIVE BASIC LOAD COMBINATION FOR ALLOWABLE STRESS DE516N PER ASCE '1-05, CHAPTER 6 WIND LOAD EFFECT PER CBC 200-1, SEC. 1605.5.2 D + L + (wW) (EQ. 16-111) WHERE w= 1.5 WHERE D = DEAD LOAD WHERE L = LIVE LOAD WHERE W = WIND FORGE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Denise PROJECT F'INEGAN`•WET WALL Poeltler PE CLIENT ,)R POOLS JOB NO .13-232- 0.85 PAGE: 12 DESIGN BY : ,DRP DATE : '12/17/13 REVIEW BY: Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-05 h = height of top = INPUT DATA Wind Force Case A: resultant force though the aeometric center (Sec. 6.5.14 & Fig. 6-20) e i = 16 psf Exposure category (B, C or D) = C (ft -kips) M = F (h - 0.5s) for sign, F (0.55h) for wall = 3.78 ft -kips Importance factor, pg 73, (0.87, to or 1.15) 1 = 1:00 ; CategoryII where: G = gust effect factor. (Sec. 6.5.8, page 26). = Basic wind speed (3 sec. gust wind) V mph As = B s = Topographic factor (sec.6.5.7.2, pg 26 & 45) Kv = 1:,' Flat = 16 psf Height of top h= 6 ft = 3.78 ft -kips 0.00 Vertical dimension (for wall, s= h) s 1 6 ft region (Sec. 6.5.14 & Fig. 6-20) Horizontal dimension B = 12 ft 0.74 -Case C•may not be considered, footnote 3 of Fig. 6-20 . Dimension of return comer Lr ' 1.33 ft c.e i DESIGN SUMMARY Max horizontal wind pressure Max total horizontal force at centroid of base Max bending moment at centroid of base Max torsion at centroid of base ANALYSIS Velocity pressure p = 20 psf 1C 2j % Z. CO P b F- F = 1.23 kips M = 4.05 ft-ldps T = 2.75 ft*ips qh = 0.00256 Kr, K4 Ka V21 = 13.36 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (rab. 63, Case 1,pg 79) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.65 h = height of top = 6.00 It Wind Force Case A: resultant force though the aeometric center (Sec. 6.5.14 & Fig. 6-20) p=ghGCf= = 16 psf (psf) F = p As = 1.14 kips (ft -kips) M = F (h - 0.5s) for sign, F (0.55h) for wall = 3.78 ft -kips 'T = = 0.00 ft -kips 20 where: G = gust effect factor. (Sec. 6.5.8, page 26). = 0.85 Cr = net force coefficient. (Fig. 6-20, page 73) 1.40 As = B s = 72.0 ft' Wind Force Case B: resultant force at 0.2 B offset of the geometric center (Sec. 6.5.14 & Fig. 6-20) 0.49 = Case A = 16 psf .p F = Case A = 1.14 kips 1.200 M = Case A = 3.78 ft -kips 0.00 T = 0.2 F B = 2.75 ft -kips Wind Force Case C: resultant force different at each region (Sec. 6.5.14 & Fig. 6-20) p= qh G Cf Solonce s s s s F=EpAs 0.74 -Case C•may not be considered, footnote 3 of Fig. 6-20 . M = E ( F (h - O.6s) for sign, F (0.55h) for wall ] 'T=ETs Wind Dir. Distance Cf Pi As, Ft Mt Tt (ft) (Fig.6-20) (psf) (ft) (kips) (ft -kips) (ft -kips) 6.0 1.800 20 36 0.74 2.43 2.21 12.0 1.200 14 36 0.49 1.62 -1.47 12.0 1.200 14 0 0.00 0.00 0.00 E 1.23 4.05 0.74 -Case C•may not be considered, footnote 3 of Fig. 6-20 . The Flying Buttress Title ; FINEGAN WET WALL Page: '+/?.Z, Structural and Civil Engineering Job # : 13-232 Dsgnr. DRP Date: 18 DEC 2013 T7725 Enfield Lane #130 Descr Design 6 -ft,. high gunite wet wall Palm Desert, CA 92211 (760) 772-4411 email: drpfly@aol.com Wall in File: c:\users\devise\desktop\documentslretainpro 10 project f RetainPro 10 (c) 1987-2012, Build 10.13.8.31 License: Kw-060SM26 Cantilevered Retaining Wall Design :ode: CBC 2010,AC1 318-08,AC1 530-08 License To: FLYING BUTTRESS I Criteria 2,016 psf OK Retained Height = 0.00 ft Wall height above soil = 7.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Surcharge Loads 2,016 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ACI Factored @ Toe = Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary 75.0 psi Wall Stability Ratios Lateral Sliding Force = Overturning = 2.09 OK Sliding = 2.07 OK Total Bearing Load = 1,650 lbs ...resultant ecc. = 17.45 in Soil Pressure @ Toe = 2,016 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,660 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,823 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 2.5 psi OK Allowable = 75.0 psi Sliding Cates (Vertical Component NOT Used) Lateral Sliding Force = 199.5 lbs less 100% Passive Force = - 0.0 lbs less 100% Friction Force = - 412.5 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK Load Factors - Building Code Dead Load Live Load Earth, H Wind, W Seismic, E CBC 2010,ACI 1.400 1.700 1.700 1.000 1.000 Soil Data Allow Soil Bearing = 2, Oto psf ✓ Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Passive Pressure = 150.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 0.00 pcf FootingIlSoil Friction = 0.250 Soil height to ignore has been increased for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft The above lateral load Wall to Ftg CL Dist = has been increased 1.00 by a factor of Wind on Exposed Stem = 26.0 psf 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 Baric of Wall = O.A ft Poisson's Ratio = 0.300 Stem Construction Top Stem Stem OK Design Height Above Ftg ft = 0.00 Wall Material Above "Ht" = Concrete Thickness = 12.00 Rebar Size = #4 U S � Vt9 T � 4'O- G . Rebar Spacing = 12.00 Rebar Placed at = Edge Design Data fb/FB + fa/Fa = 0.188 Total Force @ Section lbs = 182.0 Moment.... Actual ft-# = 637.0 Moment..... Allowable = 3,391.6 Shear..... Actual psi = 4.4 Shear..... Allowable psi = 75.0 Wall Weight = 'd' 150.0 Rebar Depth in= 5.81 LAP SPLICE IF ABOVE in= 12.48 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = 6.00 Masonry Data Pm Fs Solid Grouting Use Half Stresses Modular Ratio'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy psi = psi = = Medium Weight = ASD psi= 2,500.0 psi = 40,000.0 1 1 1 1 The Flying Buttress Title FINEGAN WET WALL Page: (SZ Z Structural and Civil Engineering Job # : 13-232 Dsgnr: DRP Date: 18 DEC 13 77125 Enfield Lane #130 Descr. Design 6 -ft,. high gunite wet wall Palm Desert, CA 92211 (760) 772-4411 email: drpfly@aol.com Wall in File: c:\users\devise\desktop\documentslretainpro 10 project f RetainPro 10 (c) 1987-2012, Build 10.13.8.31 License: KW-MSM26 Cantilevered Retaining Wall Design ;ode: CBC 2010,AC1 318-08,AC1 530-08 License To: FLYING BUTTRESS Footing Dimensions & Strengths Toe Width = 0.00 ft Heel Width = 4.00 Total Footing Width = 4.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth 0.00 in Key Distance from Toe 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm= 3.00 in Footing Design Results 0.0 Sloped Soil Over Heel = Toe Heel Factored Pressure = 2,823 0 psf Mu': Upward = 0 74 ft-# Mu': Downward = 0 945 ft-# Mu: Design = 0 871 ft-# Actual 1 -Way Shear = 0.00 2.46 psi Allow 1 -Way Shear = 0.00 75.00 psi Toe Reinforcing = # 4 @ 12.00 in Heel Reinforcing = None Spec'd ' Axial live load NOT included in total displayed or used for overtuming resistance, but is included for soil pressure calculation. Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S " Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs It ft-# lbs ft ft-# Heel Active Pressure = Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load Added Lateral Load = Load @ Stem Above Soil = 17.5 0.33 182.0 4.50 5.8 819.0 Total 199.5 O.T.M. 824.8 Resisting/Overturning Ratio = 2.09 Vertical Loads used for Soil Pressure = 1,650.0 lbs DESIGNER NOTES: Soil Over Heel = 0.0 2.50 0.0 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = . Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 1,050.0 0.50 525.0 Earth @ Stem Transitions= Footing Weighl = 600.0 2.00 1,200.0 Key Weight = Vert. Component = Total = 1,650.0 lbs R.M.= 1,725.0 ' Axial live load NOT included in total displayed or used for overtuming resistance, but is included for soil pressure calculation. 1 1 1 1 1 1 1 1 1 1 1 �I Np= o. PPV 199.5# 2016.3psf ' 12. in Conc w/ #4 @ 12.in o/c n 1 Designer select all horiz. reinf. See Appendix A t 7 /LL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Denise - - . - PROJECT: FINEGAN WET WALLf PAGE: Poeltler, PE CLIENT: JP POOLS DESIGN BY: DRP JOB NO.: 13-232 BATE: 12/17/Po13 REVIEW BY: Masonry Column Deslan Based on ACI 530-05 / IBC 06 (ANALYSIS REINFORCEMENT AREA AT ONE SIDE A. = 0.60 int EFFECTIVE COLUMN AREA An = 256 int NET EFFECTIVE MOMENT OF INERTIA In = 5461 ins RADIUS OF GYRATION r = 4.62 in MASONRY ELASTICITY MODULUS En, = 1350 ksi STEEL ELASTICITY MODULUS E, = 29000 ksi MODULAR RATIO n = 21.48 TRANSFORMED AREA At = A„(1-p+np+np') = 298 int CHECK VERTICAL REINFORCEMENT LIMITATION (ACI 530, 2.1.6.4) As rotor = 1.20 int > 0.005Ae = 0.005bd = < 0.04A8 = 0.04bd = AXIAL LOAD AT MIDDLE OF THE COLUMN P, ,d = P+(half col. weight) = 0.800 k CHECK IF THERE IS TENSILE STRESS IN CROSS SECTION PMe / A = 3 psi < MMu / (bc2/6) = 8 psi (tensile exist) ALLOWABLE AXIAL LOAD FOR AXIAL COMPRESSION ONLY Po=(0.25fmA„+0.65FsA.v) 1.0—(1Or)2) ALLOWABLE REINF. STRESS DUE TO FLEXURE Fs = (1.3Lind e. �isnic .1y) (24) = 32.0 ksi THE CORRESPONDING STRAIN IN THE TENSILE BARS IS Fs _ es=-- 0.0011 Es STRESS IN THE EXTREME FIBER DUE TO Mr ,/ y = em Em = 0.326 ksi < Fb', [Satisfactory] 'RAIN IN THE COMPRESSION BARS es— _('d—d')enn= � -0.0001456 REINFORCEMENT RATIO P=P' = 0.004 DISTANCE d' = 6.50 , d = 9.50 in P PUT DATA & DESIGN SUMMARY 'ECIAL INSPECTION (0=N0, 1=YES) 0 d [ No, (reduced fm' by 0.5) M �, PE OF MASONRY ( 1=CMU, 2=BRICK) 1 CMU 0.427 LEVER4" FACTOR j = 1413 = 0.858 v —� 1SONRY STRENGTH fm = :BAR YIELD STRESS fy 1.5 40 ksi ksi ISMIC DESIGN CATEGORY 0 WIND (1=B,2=C,3=D,4=EorF,O=WIND,5=GRAVITY) RVICE AXIAL LOAD P = 0 k, @ top of col I a' I V( SHEAR LOAD V = 0 k v �/�'� )MENT AT MIDHEIGHT M = 0.468 ftk, @mid of col • FECTIVE WIDTH b = 16 in FECTNE DEPTH c = 16 In DISTANCE BETWEEN COL. REINF. a = 3 in FECTNE HEIGHT h = 6.67 ft (ACI 530, 1.13.3.5) IRTICAL REINF. (EACH SIDE) 3 # 4 )RIZ. TIES 1 'leg, # 3 @ 8 in o.c. [THE COLUMN DESIGN IS ADEQUATE.] (ANALYSIS REINFORCEMENT AREA AT ONE SIDE A. = 0.60 int EFFECTIVE COLUMN AREA An = 256 int NET EFFECTIVE MOMENT OF INERTIA In = 5461 ins RADIUS OF GYRATION r = 4.62 in MASONRY ELASTICITY MODULUS En, = 1350 ksi STEEL ELASTICITY MODULUS E, = 29000 ksi MODULAR RATIO n = 21.48 TRANSFORMED AREA At = A„(1-p+np+np') = 298 int CHECK VERTICAL REINFORCEMENT LIMITATION (ACI 530, 2.1.6.4) As rotor = 1.20 int > 0.005Ae = 0.005bd = < 0.04A8 = 0.04bd = AXIAL LOAD AT MIDDLE OF THE COLUMN P, ,d = P+(half col. weight) = 0.800 k CHECK IF THERE IS TENSILE STRESS IN CROSS SECTION PMe / A = 3 psi < MMu / (bc2/6) = 8 psi (tensile exist) ALLOWABLE AXIAL LOAD FOR AXIAL COMPRESSION ONLY Po=(0.25fmA„+0.65FsA.v) 1.0—(1Or)2) ALLOWABLE REINF. STRESS DUE TO FLEXURE Fs = (1.3Lind e. �isnic .1y) (24) = 32.0 ksi THE CORRESPONDING STRAIN IN THE TENSILE BARS IS Fs _ es=-- 0.0011 Es STRESS IN THE EXTREME FIBER DUE TO Mr ,/ y = em Em = 0.326 ksi < Fb', [Satisfactory] 'RAIN IN THE COMPRESSION BARS es— _('d—d')enn= � -0.0001456 REINFORCEMENT RATIO P=P' = 0.004 DISTANCE d' = 6.50 , d = 9.50 in ALLOWABLE STRESS FACTOR SF = 0.667 MAX TIES SPACING (1.1.4.6) S,,,a = 16 in NEUTRAL AXIS DEPTH FACTOR k = Qnp-(2 -1)P 12+2]np-(2n-1)p(d'/d)])2 - ("2n -1)P' 1 U = 0.427 LEVER4" FACTOR j = 1413 = 0.858 0.76 in (Satisfactory) 6.08 in 2 [Saftfactory] TOTAL MOMENT ACTING AT MIDHEIG MM,e = M +(0.1) = 0.5 n-�ps AXIAL LOAD AT BASE OF THE COLUMN P, = P +( full col. weight) = 1.601 k 112.96 k > Pt, [Satisfactory] [for h/r < 99] ALLOWABLE STRESS DUE TO FLEXURE Fb = I SF_L_) (0.33 f m) = 0.326 ksi Pa THE STRAIN rINrTHE EXTR EME COMPRESSION FIBER IS em = MIN I( kd ,FbJ 0.0002418 ld - � Em J (masonry gover MOMENT DUE TO THE MASONRY kd Mm = 1 2 bxd fb(d — d = 7.19 ft -kips STRESS IN THE COMPRESSION BARS f's = 2Eses = -9.447 ksi � �y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OMENT DUE TO THE COMPRESSION BARS ALLOWABLE BENDING MOMENT Ms = f sAs(d — d') _ -1.27 ft -kips M=Ms + Mm = 5.93 ftddps > Mt, [Satisfactory] SHEAR DESIGN DETERMINED FROM THE FOLLOWING EXPRESSION v < F„ = (SF)MIN( f m , 50) = 25.82 psi f _ ,bd = 0 psi [Satisfactory] (Sec. 2107.2.17) 1 Fv = (SF) MING f m , 150) = 77.48 psi [Satisfactory] v = 0.00 in2/ft < `499 = 0.17 int / It ( No shear reinf. Reqd ) F4 s Technical References: 1. "Masonry Designers' Guide, Third Edition" (MDG -3), The Masonry Society, 2001. `•LI oe/ 7QYLNLO/ U►7ttre'S'k BY DATE I JOB # STRUCTURAL & CIVIL ENGINEERING 77.725 Enfield Lane 0 Unit #130 CKD DATE PG Palm Desert, California 92211 OF Z7i (760) 772-4411 0 FAX (760) 772-4409 drpfly@aol.com A PREPARED FOR: 1C, C -;,E, o P = 20 P5 F I , 3 = 'Z co P co' WT fZo �s coe,ISt-1 IG 1-051 SEC., 15.4. Vo ce, U-)vL. 15, a) 5 Vs o, i i �i 5c� ���� _ . 17, I PsF flylJ aura/ BY pRP DATE JOB _F I O EL��l�� # 13 "Z32 STRUCTURAL & CIVIL ENGINEERING 77.725 Enfield Lane * Unit #130 CKD DATE PG Palm Desert, California 92211 (760) 772-4411 0 FAX(760)772-4409 OF drpfly@aol:com PREPARED FOR: OTFIEl. e41) D b. ►�� GO ND/EQ ,L o u9 h _ • o �2Co Ps ��' ?.:O `�Z =Cp A�= I,7�bci - l 9 Fr 1,7-Izy-5. la 1' _ 2.Sq Z,b I7-4-5,61"�"-CP v;t 408 o, 0 �As,Z 3, �d'�z _ 3.Colo �Z = 1 N C.iZ• PER �Gl $1 � -4 k3 As. o ctz4Y5.&i") - o. 3.5"'' Pr, .M%vj 'I-0000 As 000TX0LS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 h. l flyi4l�fAttreW BY 0 FZ P DATE l L JOB E-) U E a0cF4 # 13 77.725 Enfield Lane • Unit #130 2Z Palm Desert, CaGfomia 92211 CKD DATE PG (760) 772-4411 0 FAX (760) 772-4409 . drpfly@aol.com OF Z� PREPARED FOR: rj9IF"( j iHIT,>TI.ott (13LJIL OIN(.v sEP/>TIoN WbeLL o.oz. M� j= FX. -0.02 15 G,4Rn{o� � 3Zu u ��I I to LJ &IJ N ITE W Arl-L -6 = p. 0? -o �iv -IST cos. +- j•`32.` U5 E `a" Titi' 4 �W 4ul�ra P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 BUILDING & SAFETY pEPARTMENT. 78-495 CALLS TAMPICO (7 60) 777-7012 LA QUINT'A,-C.1VL'1.FORNik 9225.3' _•_. <._, ..„...... _ ..n. ..�.. . -Fv�X• (76U) 777-701 1 Considering Becoming an Owner -,Builder?. Important information you need to know BEFORE pulling yourpermit! The term "Owner -Builder” can mean three different things: "Owner as Worker", "Owner as Contractor" or "Owner as Employer" Understandeach has Benefits or Risk, and it is possible to combine them! Hiring a California Licensed Contractor means you do not personally perform any of, the. construction work, the permit is not taken outyour name, you are not personally responsible for the construction and you are not an Owner -Builder. Instead, you become a "Cu�,o,mer" and California law provides you the benefit of protection from poor workmanship, failure to finish the job and financial riskiue to worker injury. BenefigWsk: Highest Benefits and the Least amount of Risk, ' Owner -as- Worker is a type of Owner -Builder where you personally perform the construction work, the permit is'•taken out in your name and you are personally. responsible for the construction management, knowledge, workmanship, and completion of the job. You benefit by not paying others to perforin this work for'you arid -your risk depends on your own ability to complete the job successfully. Benefit/Risk: Possible Benefit with Low Financial Risk Owner -as -Contractor is a type of Owner -Builder where.you personally act as your own General Contractor, the permit is taken out in your name and you hire California licensed sub-contractofs to perform portions of the construction work: WYNG: The benefit of protection provided by law when you .hire only California licensed sub -contractors can turn to serious financial risk if you hire unlicensed contractors to perform any of the work. Benefit/12isk . Possible Benefit and Significant Financial Risk Owner-as-Employer,is a type of Owner-Builder-where..youpay any unlicensed individual to perform any construction.work valued at morethan $500.00, the permit is taken out ,in your name and. you are personally responsible for their'employment requirements, supervision, performance, safety and welfare while on your property. WARNING: Cost savings benefit can tum to serious financial risk if you fail to deduct pavroll tares or provide workers compensation insurance for each worker. Benefit/Risk: Possible Benefit with Significant Financial Risk (Health and Safety Code Section 19827) The California Legislature declares an "urgent and statewide public interest in assuring" that contractors comply with Contractors' License 'Law.. Business` and Professions Code and Workers' Compensation Insurance requirements to ensure�'propetj owners are informed about, and protected from the following when improving their property as Owner -Builders: Fraudulent representations Liability for worker's.injuries.!.Liability for.material and labor costs unpaid by 'contractors - Licensing requirements • Employers tax liabilities Over 20,000 consumer complaints are filed each year. Many complaints relate to owner/builder projects and include workmanship and workers' compensation issues Homeowners suffer financial harm due to defective workmanship and injured employees. Following are alarming examples of what has occurred with Owner -Builder permits: Example 1: Homeowner received*ins I urtince money to..*rebuild bumed-down home. • Owner/Builder permit pulled to rebdild`str6cture. ■ Unlicensed contractor built substandard structure - Must be torn down and replaced. ■ Estimated financial injury is $225,000.. ; ■ Additional financial injury - IRS threatened to tax insurance payout if house not completed by the end of the year. Example 2: Brother-in-law had active license but filed an_ exemption from Workers Comp. ■ Owner -Builder hires brother-in-law to install anew roof. ■ Employee falls and sustains multiple spinal and extremity fractures as well as a head injury and remainssin.&coma. to this day. ■ The Owner -Builder, who has sold the home, is now a defendant`in a lawsuit for reimbursement for benefits paid to the injured.worker. Example 3: Employee of contractor without Workers Comp is hired by Owner -Builder to install septic system and suffers injury that results in permanent disability. • The Owner -Builder did not have a homeowner's insurance policy on the house against which to submit a claim. ■ The Owner -Builder is now a defendant in a lawsuit for reimbursement for benefits paid to the injured worker. Did you know — unlicensed persons frequently have the property owner obtain an "Owner -Builder" building permit which erroneously implies that the property owner is providing his or her own labor and material personally? Did you know — your homeowner's insurance may not provide coverage for injuries sustained on your property by an unlicensed contractor and his/her employees? Did you know — if you are considered an "employer" under state and federal law, you must register with the state and federal government, withhold payroll taxes, provide workers compensation and disability insurance.and contribute to unemployment compensation for each "employee"? Did you know —that if you fail to abide by these laws -you may be subjected to serious financial risk? OWNERS BEWARE'AND CONSIDER THE RISK+BEFORE ACCEPTING FULL RESPONSIBILITY -FOR YOUR CONSTRUCTION PERMIT • : , ...... .. • y . .... • . • . _ / EXISITNG GOLF CART PAf\ �_ . . . . . . . . .>.'... . . . . . . . . . .% . .. . • . ..�. -- --- --�- _ /. - r rV.. . . . . . . . . . ..•. - .•.-.-, vJ'; a` f)C!ST1NG• .•. •. cy... .•. r.•.-.•. •.... _r_•_r. .••. M •... •. --• j',AL1FQFjNIA, ` . • . r . - . . • . `.•.•.•.•.•/•._•. •. . •.•. •. •. v�. .•.-.+.+.•_.. •>.. \�• 'e'•' ••'•`•'•' �iQ'.'O, V : �\ . ~ j . r '( r _ . '1 r1ITTIME` .7- i �. .`. ..-�`.rr71llli ':1i11i1n�" .rrr�lU. rlkllnU!` II lil!II!11'.Illli' " 1! �`. :i I',� /11:1 1111111 ::11!:11111 !IIIIIT>,..rt"C:clflrlll!!IIIIIIIIII..IIIIIIIII'lllli'.I :'7'r-1. r�--kr!31'!'11'hfrm._• xr`I•'llllllll l,IIIIII:II.JJ:tn- n''lll IIIiI!:III!II L'U!�jf?:'illIlli:ll' _'UI1Eil;!li!iI:III!II'1:1111111111'..I!I:III!'ll!I!Illllli fi?• - - • 1f'iI:;III;I:II!1WI!I111111 11Tt._ _:nni11111! I! II!IIIIIIIIII' Fdllll: IIII! IIIII:I IIURlnnlit lil! IIII II' - h iJI !1'!:'111111; ililnl Tr:• II:IIIII':I;ill l'jl''.Illill:l:iil•IIIIII' !IIIIiIIIEIIII!IIIII - 11I.'jl•i11111:111111'1!III!ill 1':IIII!ill' IIf77rl1,l:lIll lllllli: l!:IIIIIIIIIIIII' I'llllt l 'lillll 1:'11111:IIIIIIIII:!!II!:II:'rff !'+Ilillli!i l`:IIIIII!:IIIIII!;II:! illlill!III•!Ill:l,i!I:III!11:1:111=111111'. i!III!!III'I !I-JNl': !rllll!III!I!I:I::IIII:TI!Illi`.'.!'ll l!:I II;IIJ:!U-k IHIiUi*IirF.. IIIII' I�'IWJII :L !lllilllllllllliill! N Iltllli' Ii:III'!I'I:'lllll!1:IIIIIIisll:t !!II:IIIIII I Il li! `%III:II!I I':I:!Illlli!:!1N iYTI!I!IIIU I•Illl! )`=;..'�'�. H r.1• • . ?r)•1/ F 1 i' , I IILI 11 I I , :Z I.I. I;:,I!II:I!1111'llrmltr:?I-;N-114WI;1:v1.fr111111!i1i;,;Illillllll!III!'IrrJ'll!IijllU`!-1iIJIiIIIIllJ�i�Il:ll!:IIII.'.:IJI;IJI:!IIiI'I:,IIIIIIIII';:IIrIII:IIiiUllll:�l.?Illil��.a-lrllll;!'lll!.III:II'I:Illli:lill:llli. LU 1 - ill!Ili'• !"d IlUiltll"I!•.IIIII'I'!:I/: !�II II'llll':II:II!I':!lillllll:!I! :I! Illlllllillll; islilil`Il;lj•IIII`.'.IiIIIIll1�1111WHII''ll:�IfTU'.; : Il:Illi!I I I�Il11::i1!III171"7f IiilTrrif'�'"! Tn;lill :11;1111111.111111 111:1111lllll'llllllll;% 411111!tll +!IIII:I;I!II: 1!111111 I. r l!11'11:1111,11i11:l i1Ill101 Ili;! 1!;IIIIIIIIIIIII: 1:!1!1!! II;Ir:t1UiW IllI'1!1!IIIIJ:'I,UN� :IIIII?. I;!!'lllill:l..!IIIII:!i':IIIII:II`i i;lllIll IIT!II'1!1`! 111:1lili :11111111 II'lll`:111; II:III!!Il:l:ll:llli • ' Lu _ ' . • IlUlli':I!. 111!;I;lill !llllllll y..!'1''1!11 !I:II!I':!I!II!ifMili!!:ill:'!I!IlIllIllIIIII: I;IIIIli III!I'Illlli!11111'llll iNi:l!II!II Iillll:i I ! J!I!!II.Iii!IIIII'I! I!ill:llil:l:ll:illllj:l II III`!i' I!iIII!i I !!I!III'llllll;lll!!I IIi'•!Illli!j;l 5 �.�_ ' _ '111111AP Ill!:I!I!II: I:IIIIN'RI:101:11`11:1!!11111 IIIII JLJI';TIiJliHil!�1-1.1IIIll II;IIITmII IIIII ilillill: !111!!:: I:i: ill!11::1 'IIIII•I'ill lllllil:l:ll llllll:l''llilll !;' ' III!':!i:ll!III:II'lll:l!I!11 I? IJJHi I :+•t ' r I1f111`11:i .11':1:111 I IIII :-;i: 11 s Uft 11@� I .I I IIIII ' ,; I'I •!III! : :1111111:1 IIIII 111111111 i frffl .fflli'..! 7I111L1".rUIiTIUi11 lTiZr irlh:"I'rlilr' FIt':11t i't7.111 tYllrYlin:(I::;IIII:;I _ 1` '1Y IFrNI:'.. tl'r.l!Til l:ll::ll !IIIII:. !!IIIII' I 'i!:II:'lll I::111:1'll!I l,:l : IllJ:hilll: 11IKAill II! !!Iill : ,;Flllill:F IIll11'1Ill' ! I:! ! II'JIIIII:I;:II!III:I'!II.III 'IIIIIIIII Will III'll lll;!II!FII, . .1 . . . 1 STI G••• ��1111111•II11111%IJIF:'i;IIIII'. I.:I:!!I!Ij!I!'ll:il!IIII:I IIIIIJ.Ij;:iill:l : ,1 Illi! II! !!IIII;'ii:!:!1 :il:illll Ililll!:tllilll l;'I!III:II ill: lil! I;II:!:IIU! `j- H!B!Scus CALIFOR> i�1IA >- 'rftJlll: , II'.: : IifW P. F: i'! i:l :Illi' !: I :11`:11!1 111'!'1 ' !.:!!;!I!III:II!III:I!Il:li!IiIIIIi I -� \•r��i/''-` ,i \\, Ili". rl 7m i ! L fUffl.LH •I'tfi.•I !IHhlf: ` � s IIIIIIII:II! !II!' dlla.l;llllll I:'I:PIII!�II'lli!illlll: l!I •" r--- a - t; � , �- f • o• ;. _ `,II�IIIIIICiI! I ItliillLl!iIICI :fl!12:L'.il!�I� 1Hii": `' ": • . '!'i' i i!I r I : II!titii�llaifr4�'i�,' __ / � �_. f''�`_ /�'\� �*iilllllliflll .t�.111r;IH^ I:III'I....!.. ..IIU' : �pUGH III!;:I; III:II!III:I'llaal.i!11111:1:1 i ! i sll::'IU11i11 ' 1!:11'111 _ - �� MF4N1DGt ~~ I'llil iIIiII:II;GIII C� BRAZILIAN I f n1:11:!11''`111111 Illlill!I "'x FIRE BOWL __—.-_._.._. I`JI II!a!I 1'llili!IIIII !: \\, ��� 4 PEPPER ' i d!Ilill;!IL•' III:IIIIL!II' ''�'' — - SSPEL 11L'I:I 11!11111 III :I - ' ISPA i ::;'1111 •i1:1'li!II!I 1!11!11'!11:;'III IIi1ll: " i Nn L1:III1IuIIuIIl:'al%'' SHALLOW Hill III lIIQD FIRE BOWL .�SHRUBS ".. sSPILL LIu:1U1n v r l• ° DEEP sllll!III.. i1 i DECK +18^ IIII!III1 ti i _ ...'.'. .GREEN-.• _ • - - I \ • dQ _ wy H!II1 � � • 1 SPA �� t MESQUITE .c; SHALLOW 11 _%tot r'n +7 ••' to MF." ITE .... .. 36•T �.� t 2 o t 1 - _ _ +t8• IIII + j == — ij i x _I • a I \ 4 . ,. +� J / . • '� , ` -- - - - - �...._/ � `C'" PATI Y + - �.� _ /`�._ - "r•.� �'r~`l ..AC'S. ..M.� : , F• + i •�� Ili 1 ISTINCI ' MESQUITE KWALL -J,—Y, 1 f I fe ■11 !111:::`111111111`1jl!I!111i1!i:1iH111i!I!1H1 HIi H:Iiunuuu:uuuur u;unuH1!IuuH:!nu nu;r;I ' µ1llL'U1_l1:IwH111L'h!1;111111L11,a��' JJ IiJJ��JJJJ !��,'!U 01!:! it I !UI::IIIIIII!III!IIUIII!IIIIIIIIIII!II!IIIIIII:IC!I!Illalilalllll.'!il il!':1 �L y. ►i G1! I;IIIIIIII'I:IIIi111111111:IIIIIIIII!'I:IIIIIII!II:'.IIIII:IIiI!!Illll:l;:lltallllli:!II. IUII1IHI;`Ii!:InI:c!!i•:I1l1�1 ililllll'lIlh;ll•l!i'!Ib'l!l!lIlIlIlI:!lI!Ii'l!Hill 11I1I.I1IiI!!II!IIIIIIU:!I!IIIIIII'III::III 41II11'1!1I!III''II III'll:illL!i'Ili!IIIII!i;;iisjuurl'.;;.;EIII!IIII!'UiirHii:!n1u:!;111�I11!ui!.U1!11r1!' �'Isi�ll III'II.I!Ilili•!II:!I!!IIEf!+i ll!II'1:7::II!!II'li!II'!I'Illii!Ul�lyi�'�!. L!i':II;III!III Illi "!UllL11:_1'' lIL1i:_:It:ll:'.:!;:J:!11:11L'U:I.IU!l�%U�111�!',i`l.",1 'J:lUl:llli ' F l°'% XLOSMAHEDGE VACANT T •D 10 1 y TURF / 1 � T TURF ollllllll:1111111I�Ilillllllllll'11lll.11i!1111114i' 1111llilll:llll o _ t! M Is RJ BEDROOM 2 0C) :�-•1 t l � �'f KITC EN \\ RY RESIDENCE APPROVED PAD = 1013.4 PD:^.'OER FINISH FLOOR= (ASSUME 0) �12f _- r------- I ! I ttc cs WINE1 DINING ROOM DGARP,G'c co m 11 C a' n z ip 0 — _ , WOM GARAGE momom .151111 I Emig nil e _liuml S.i■io. Ion ism r Tamm■ ■ omI (� miss 114'-Q" ��'�•� d Ter 111, .. _ _ w,:.i i14'-0" 1 NORTH MAX SCALE 8' 6' 4' 7 0' 8' GREAT ROOM ENTRY_ 0 Onil �%' MASTER BEDROOM 21111111111 ttA°'IEK 1 CLOSET Ij 'WSTEERj •.� + 9ATH ` . 1111111■ MEN I r M!!�_ asp d10 =_ +I L 50 I EXISTI (PAD = 1013. I 8V4EET W A(ACIA I 1 ISTINCI ' MESQUITE KWALL -J,—Y, 1 f I ?".'�. ''� .__,L-__! !111:::`111111111`1jl!I!111i1!i:1iH111i!I!1H1 HIi H:Iiunuuu:uuuur u;unuH1!IuuH:!nu nu;r;I ' µ1llL'U1_l1:IwH111L'h!1;111111L11,a��' JJ IiJJ��JJJJ !��,'!U 01!:! it A !UI::IIIIIII!III!IIUIII!IIIIIIIIIII!II!IIIIIII:IC!I!Illalilalllll.'!il il!':1 '• `i � — - — I;IIIIIIII'I:IIIi111111111:IIIIIIIII!'I:IIIIIII!II:'.IIIII:IIiI!!Illll:l;:lltallllli:!II. IUII1IHI;`Ii!:InI:c!!i•:I1l1�1 ililllll'lIlh;ll•l!i'!Ib'l!l!lIlIlIlI:!lI!Ii'l!Hill 11I1I.I1IiI!!II!IIIIIIU:!I!IIIIIII'III::III 41II11'1!1I!III''II III'll:illL!i'Ili!IIIII!i;;iisjuurl'.;;.;EIII!IIII!'UiirHii:!n1u:!;111�I11!ui!.U1!11r1!' +I�al III'II.I!Ilili•!II:!I!!IIEf!+i ll!II'1:7::II!!II'li!II'!I'Illii!Ul�lyi�'�!. L!i':II;III!III Illi "!UllL11:_1'' lIL1i:_:It:ll:'.:!;:J:!11:11L'U:I.IU!l�%U�111�!',i`l.",1 'J:lUl:llli ' /. -- � l°'% XLOSMAHEDGE ELI T �i y TURF / I o: I � T TURF ollllllll:1111111I�Ilillllllllll'11lll.11i!1111114i' 1111llilll:llll o _ Is RJ BEDROOM 2 0C) :�-•1 t l � �'f KITC EN \\ RY RESIDENCE APPROVED PAD = 1013.4 PD:^.'OER FINISH FLOOR= (ASSUME 0) �12f _- r------- I ! I ttc cs WINE1 DINING ROOM DGARP,G'c co m 11 C a' n z ip 0 — _ , WOM GARAGE momom .151111 I Emig nil e _liuml S.i■io. Ion ism r Tamm■ ■ omI (� miss 114'-Q" ��'�•� d Ter 111, .. _ _ w,:.i i14'-0" 1 NORTH MAX SCALE 8' 6' 4' 7 0' 8' GREAT ROOM ENTRY_ 0 Onil �%' MASTER BEDROOM 21111111111 ttA°'IEK 1 CLOSET Ij 'WSTEERj •.� + 9ATH ` . 1111111■ MEN I r M!!�_ asp d10 =_ +I L 50 I EXISTI (PAD = 1013. I 8V4EET W A(ACIA I 1 ISTINCI ' MESQUITE KWALL -J,—Y, 1 f I ?".'�. ''� .__,L-__! !111:::`111111111`1jl!I!111i1!i:1iH111i!I!1H1 HIi H:Iiunuuu:uuuur u;unuH1!IuuH:!nu nu;r;I ' µ1llL'U1_l1:IwH111L'h!1;111111L11,a��' JJ IiJJ��JJJJ !��,'!U 01!:! it '�`' j + / a '� !UI::IIIIIII!III!IIUIII!IIIIIIIIIII!II!IIIIIII:IC!I!Illalilalllll.'!il il!':1 '• `i � — - — I;IIIIIIII'I:IIIi111111111:IIIIIIIII!'I:IIIIIII!II:'.IIIII:IIiI!!Illll:l;:lltallllli:!II. IUII1IHI;`Ii!:InI:c!!i•:I1l1�1 ililllll'lIlh;ll•l!i'!Ib'l!l!lIlIlIlI:!lI!Ii'l!Hill 11I1I.I1IiI!!II!IIIIIIU:!I!IIIIIII'III::III 41II11'1!1I!III''II III'll:illL!i'Ili!IIIII!i;;iisjuurl'.;;.;EIII!IIII!'UiirHii:!n1u:!;111�I11!ui!.U1!11r1!' +I�al III'II.I!Ilili•!II:!I!!IIEf!+i ll!II'1:7::II!!II'li!II'!I'Illii!Ul�lyi�'�!. L!i':II;III!III Illi "!UllL11:_1'' lIL1i:_:It:ll:'.:!;:J:!11:11L'U:I.IU!l�%U�111�!',i`l.",1 'J:lUl:llli ' /. -- � l°'% XLOSMAHEDGE SI•LgUBS T �i TURF / I o: I � T TURF ollllllll:1111111I�Ilillllllllll'11lll.11i!1111114i' 1111llilll:llll o + ®+�• ,.I 1111!1!1" RII!'!?Il- IL..IIIIIII ' • I 1 ISTINCI ' MESQUITE KWALL -J,—Y, 1 f I!.' I::;illllll'i'I�ill•!II!.I�:IIIIIIJ illllll III:! �\ '111:1!�I ?".'�. ''� .__,L-__! !111:::`111111111`1jl!I!111i1!i:1iH111i!I!1H1 HIi H:Iiunuuu:uuuur u;unuH1!IuuH:!nu nu;r;I ' µ1llL'U1_l1:IwH111L'h!1;111111L11,a��' JJ IiJJ��JJJJ !��,'!U 01!:! it '�`' j + / a '� !UI::IIIIIII!III!IIUIII!IIIIIIIIIII!II!IIIIIII:IC!I!Illalilalllll.'!il il!':1 '• `i � — - — I;IIIIIIII'I:IIIi111111111:IIIIIIIII!'I:IIIIIII!II:'.IIIII:IIiI!!Illll:l;:lltallllli:!II. IUII1IHI;`Ii!:InI:c!!i•:I1l1�1 ililllll'lIlh;ll•l!i'!Ib'l!l!lIlIlIlI:!lI!Ii'l!Hill 11I1I.I1IiI!!II!IIIIIIU:!I!IIIIIII'III::III 41II11'1!1I!III''II III'll:illL!i'Ili!IIIII!i;;iisjuurl'.;;.;EIII!IIII!'UiirHii:!n1u:!;111�I11!ui!.U1!11r1!' +I�al III'II.I!Ilili•!II:!I!!IIEf!+i ll!II'1:7::II!!II'li!II'!I'Illii!Ul�lyi�'�!. L!i':II;III!III Illi "!UllL11:_1'' lIL1i:_:It:ll:'.:!;:J:!11:11L'U:I.IU!l�%U�111�!',i`l.",1 'J:lUl:llli ' /. -- � IIiJlLdll!Ji'�II I.LI'I''� I IIII IIIII I. ! .,I I I;I'llGllllllalllal I'lllll�l LrIL11l!111M I! :i'IITHI'H1illtl1, ollim. i` IIII:IIIII:I!III!III:IIa llllllll iallllillli!II`1111111'.::!11!!1:1i1111111iIT; IIIH Ill:ll:llllill:.III.111:11'.Ill lil!Ill:li'!!::III'IIIII:II!II'lll'I`IIIIII:II:`r:lllli`:I:I XLOSMAHEDGE I.•:' •li!il!!I III.II.,I.II:II!:I:!!Ijjll!II:II! I IIIII:!IIIII`III. I!Illlli!I!' IIIIII11'11!1!lll.11:l T �i RIP Illllllii:lllllilll!!illl !111.111!IIIIiIIIIIIIIII:II!I :Ill T TURF ollllllll:1111111I�Ilillllllllll'11lll.11i!1111114i' 1111llilll:llll o _ _ _ _ _ VIA STRADA 63 V� 4pow 9oa LENGTHWISE SECTION THRU SWIMMING POOL - 12' 18' 12' PER PLAN 8'. 18' 15' 741' 15' 18' 12' • I MIN- MIN. I GAS RING wI I FIRE MIN. 4'GLASS TABLE CONCRETE CRYSTALS COPING CONCRETE I I PAVER INFINITY EDGE TABLE TOP DECKING w/ TILE AT WATERLINE CONCRETE w �} STOOL \ BENCH T I'TI�Til' COPING I 411 1— �I TI,S O m w dll I b' G�,p6 _ may; T =1 i 'tif _$ POOL II:I,II FSI T- R > ^T^ L - I U PEBBLE TEC — 1 GAS SUPPLY LINE ENGINEERED GUNITE SHELL Jj�`_ �� 1 = T`_.- � I I : iliIIl---{ . L7-1 1. WELL MP ACTED SUB GRADE Tll CROSS-SECTION THRU SWIMMING POOL ELEVATION 18' CASTSTONE COLUMN CAP COPPER VALANCE (CONCEAL WATER SUPPLY PIPE) STACKED QUARTZIE STONE VENEER CAST STONE WALL CAP STONE VENEER j COURTYARD FOUNTAIN SECTION B EXTERIOR OF RESIDENCE CAST STONE COLUMN CAP m I COPPER VALANCE (CONCEAL WATER SUPPLY PIPE) STACKED QUARTZIE !4 STONE VENEER 2' OPEN SPACE (WATERPROOF WALL) CASTSTONE WALL CAP STONE VENEER GUNITE SHELL W/PEBBLE TEC FINISH INE z 6 Hill H z LTJ 1 Li.J 5 Z L4J J N H� z L -J C Z � 0 Q L4J rvlo copa I Z O W C coU LL 2 W } Ua� z 04 N cli W a °f w U (n = FQ NLu w Z LL F— (J z@ Q ' W*� i Z F- EL J > 0311-2013 NOTED 2012- L3