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10-0577 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 10-00000577 Property Address: 53540 VIA PALACIO APN: 777-220-019- - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 4125 T-iht 4 4 Q" Applicant: , f Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: DEWEY PAUL C. PO BOX 12793 PALM DESERT, CA 92255 Contractor: D MCD CONSTRUCTION PO BOX 548 MORONGO VALLEY, CA 9 (760)363-7740 Lic. No.: 820821 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/29/10 JuN 29 2010 ------------------------------------------------------------------------------------'------------- • LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License ass: 1 B C29 License No.: 820821 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is ' Date: o ontractor: I "� Lb ti�Jif2✓(ifl0 " issued. �C 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 OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 0442271205 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to a workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should b o su j,ct to the orkers' compensation provisions of Section 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 3700 of the Labor ode, I all rt th com OWwith those provisions, ' any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate. a �O pplicant: (_) 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT 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 ab ve inform n ormatiLcorrect.ree to comply with all cityand co my ordinances and state laws relating to b ildin con uc onorize representatives of this o ty t enter upon the above-mentioned pro - Y<f, ins c p D ZI w Sign re (Applicant or Agentl: Application Number . . . . . 10-00000577 Permit . . . WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 72.00 Plan Check Fee .00 Issue Date . . . . Valuation 4125 Expiration Date 12/26/10 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ---------------------------------------------------------------------------- Special Notes and Comments 165 L.F. 6' GARDEN WALL @ SIDE P/L, ORCO SYSTEM. 2007 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited - =---------------------------- ---------- Due ----------------- Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total .00. .00 .00 .00 Other FP.P Tntal 1.00 UU .00 1.00 Grand Total 73.00 .00 .00 73.00 LQPERMIT 6'-8" HIGH ORCO WALL SYSTEM SITE WALL FOR 85 MPH 3 SEC. GUST �?a EXP C –*—OPTIONAL RAT CAP DESM CRtrERIA PER THE 2007 CeC 1. ALLOWABLE SOIL BEARING PRESSURp = 1500 PSF 2. ALLOWABLE LATERAL PASSIYEPRESSURE= ISOPCF 3- GROUT STRENG7T! =21000 PSI 0 2B DAYS. 4. REDN WAW SM., GRADE W. 5.5USMIC -1 SEC ACCUIPATTON = M Si 6. ISM P57M,4SONRYComAwSSION5TRBVrTH, ORM 6&f 6, 6616, OR Cole CAR/ GROUTED ONLY v wwr ��: s7m 1. emoim BLO& SMALL CONFORM 70 ASTM C 90. ORCO STD. PRECISION OR SPLIT FACE MAY BE USED 2. CVNOq 7E FOR FOOTIA'G SHALL BE I PART C e -W M 2-a PARTS SAND TO 3-112 PAM GRAVEL W177Y A MAXIMUM OF 1-14 GALLONS OF WATVI PER SACK PORTLAND CEMENT 9W4 CT7WM TO A$TM C 150 TYPE JIIV. k - 2500 PSI NLiTE PROVIDE d4 DOWEL & 04 DRONNWATb1p{ 3. RaVORC7NG$7EEL SHALL OFOEPORMEDAND CONFORM TO SIDEOF WNTROL JOINT ASTMA 615 GRADE 60. AROVME 49 BAR DLAME71ER Up. 1.REBAR SHALL 81 CENTERED IN THE CONCRETE BL= CELL 1N MIN rr45 LDGATM S CONCRETE BLOGYSMALL BELAYED IN A RUNNING BOND PATTERN WRH VERTIML CONTJNUITY OF Thw coj. S LAVA 6. ALL BLOCK CELLS CONTAWNG VFRTTCU RE8AR SHALL BE SOLID GRDUTLA a 7. USE 08P TYPE $ MORTAR PROPORTIONED MM ASTM C 270, 1 PART R1�MEN7 TO I/2 AvRT LIME TO 4-.(/2 PARTS awp, L005E 40 VERTOROliOYBAR 1p 40° 0/C s o. 8. GROUT RIR CONCRM &M PER ASM C 476 TO BE 1 PART aM&VT TO 3 PARTS SAND (GROVT MAYCONTATN2 PAR i5318" 86 STD JOJNT PEA GRAVEL 1F WEATHER CONDITIONS ARE FAVORABLEAND Bt= REINFORaNDVT V 24.0/C UNOBSTRUCTED CELT biZE15 SUFFMENT TO AL10W GOOD G4OUI (4 PLACES), USE PSSM ROW). WATFR SMALL BCADDED To PRODWE GOOD GROUTROW FOR sLmVBLOL]r WTIH0UT.SEGWGA770NOFTKFCO157M M'S. 9, M=61EN MAY BE MA:T-5E7 J-il?iwo THE FOOTING WHILE THE CONCRETE IS PrA5T7C BLOCK STEM MAY BEPLACM ip EDTHER EDGL; OF THE TYtFNW W TYPE FOOTING. 04 DOWEL X140° 01C 10. F007M ML67 BE POURED ON OR INTO UND15TuWED L " NA MAL SOUL M ON COMPACTED FILL WDTHA MINIMUM COMP9C77ON OF 90 96. Z2. 11. FD TftffpECTIONTOBCAFTERPODnWTRENCHESARf READY FOR MNCRETF ANO All REQUIRED SYEEL JS TIED IN PLACE. SECOND 7NS WM)N TO BE WHBV 7NE RBS 4W VERTICAL JSIN RACEAND THE BLOCK WALL IS READY TO GROUT: 12, MAXIMUM CONTROL JOINT 5PA©NG.- 40'01C OR 20' 0/C IF THE WALL IS TO BE STUCCO MGM P LEVEL GRADE BOTM SIDES N 04 (3 Tp ZT CON 2'-4" CONT 00 £0/I0 a62d 6E6# 6HM109L OIONI 0080 West:80 OTOZ/11/90 To specify your own special title block here, use the "Settings" screen and enter your tine block information. Title 6'8" wall offset 85c wind Page: Job # ? .__New.,. Dsgnr: tsm Date: OCT 20,2008 Description.,.. 8'-8" high wall for 85 c wind w/ offset footing R¢tafn Pro 2007, 1(3-Apr.20081 (0) 1909-2008 This Wall in File; C:1Program FllestRP20071new walls 2007 www.retafnpro.com/tlupportfor latest release Cantilevered Retaining) 9 Wall Design ft I-Wation e : RP•11677ss 200701 Code: CBC 2007 Criteria Retained Height 0.33 ft Wall height above soil = 8.33 ft Slope Behind Wall - 0.00: 1 Height of Soil over Toe _ 4.00 in Water height over heel 0.0 ft Wind on Stem = 13.8 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. USED for Sliding Resistance, USED for Overturning Resistance, Surcharge Loads Surcharge Over Heel 0.0 psf NOT Used -To Resist Sliding & Overturning Surcharge Over Toe ■ 0.0 psf NOT Used for Sliding & Overturning 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 Wall Stability Ratios Overturning = 1.52 OK Sliding = 4.05 OK Total Bearing Load - 731 lbs ,..resultanl eoc, = 10.60 in Soil Pressure @ Toe = 1,733 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2.000 psf Soil Pressure Leas Than Allowable ACI Factored @ Toe 2,054 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe a 0,0 psi OK Footing Shear @ Heel = 2,7 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 87,2 lbs less 100% Passive Force = . 133.3 lbs less 100% Friction Force = - 219.3 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability - 0.0 lbs OK Load Factors -.-. Toe Active Pressure Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1,300 Seismic, E 1.000 Soil Data Allow Soil Bearing - 2,000,0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45,0 psf/ft Toe Active Pressure = 45.0 psfM Passive Pranure = 150.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe 110.00 pcf Footi,1911Soil Friction = 0,300 Soil height to ignore Footing Concrete Density for passive pressure = 0.00 In Lateral Load Applied to Stem Lateral Load = 010 #/ft ...Height to Tor a 0.00 ft .,.Height to Bottom - 0.00 ft ' Footing Dimensions & Strengths Toe Width = 0.0p ft Heel Width 2.33 Total Footing Width - 2,33 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 = 60,000psi Footing Concrete Density = 150.00 pcf Mln. As % = 0.0000 Cover @ Top = 3.00 in Btm.= 3.00 in Adjacent Footing Load Adjacent Foofing 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 AbovelBelow Soil =. at Back of Wall 0.01 Poisson's Ratio = 0.000 Stem Construction Top Stem Design Height Above Ftg ft =, Stem OK 0,00 Wall Material Above "Ht" = Masonry Thickness = 6.00 Rebar Size =. # 4 Rebar Spacing - 40.00 Rebar Placed at - Center Design Data WB + fa/Fa - 0.7ss Total Force C Section lbs = 87,3 Moment..,, Actual 14= 305.3 Moment..... Allowable = 404,2 Shear..... Actual psi= 3.6 Shear.. -Allowable psi = 61,8 Wall Weight =, 46.0 Rebar Depth A' in = 2.75 LAP SPLICE IF ABOVE in = 24.79 LAP SPLICE IF BELOW in =, HOOK EMBED INTO FTG in = 8,40 Masonry Data fm psi = 1,500 Fs psi = 24,000 Solid Grouting No Use Full Stresses = Y03 ModularRatio'n' = 21,48 Short Term Factor - 1.333 Equiv. Solid Thick, in= : 3.80 Masonry Block Type = Normal Weight Masonry Design Method = ASD Concrete Data rc psi = Fy psi = l\ CE31925cn m FX p. 12/31,20, 0 X 'QCML tOr CALWtOP�� £0/ZO 06ed 6£b# 6Z9SSLL09L OIONI OM 11129:80 0102/II/90 To Specify your own Title 6'8" wall offset 85c wind Page: special title block here, Adjacent Footing Load = Job # ...New... Dsgnr: tem date; OCT 20,2008 use the "Settings" screen Description.... and enter your title block 0.00 6'-8" high well for 85 c wind w/ offset footing information. Surcharge Over Toe This Wali In File: C:tPMram FIIes1RP20071new walls 2007 Retain Pro 2007.16 -Apr -2008.(C)1989.2008 Stem Weight(s) - www.retelnpro.carnlsupport for latest reiaase Cantilevered Retaining) Wall Design Code_ CBC 2007 Registration #: RP -1167735 2007013 Earth @ Stem Transltian5_ Footing Design Results 392.5 Footing Welghl _ Tee Heel 1.17 Factored Pressure = 2,054 0 psf Mu': Upward = 0 42 ft -4 Vert. Component Mu': Downward 0 453 ft - 20.4 Mu: Design = 0 411 ft-# lbs R.M.- Actual 1 -Way Shear = 0,00 2.74 psi Allow 1 -Way Shear = 0100 75.00 psi Other Acceptable Sues & Spacings Toe Reinforcing = None Spedd Toe: Not req'd, Mu c S " Fr , Heel Reinforcing = None Speed Heel: Not req'd, Mu < SFr ' Key Reinforcing = None Spae'd Key; No key defined Summary of Overturning & Resisting Forces & Moments OVERTURNING...-. .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs - ft- ft lbs ft ft-# Heel Acilve Pressure 39.6 0.44 17.6 Soil Over Heel = 66,4 1.42 84,0 Toe Active Pressure - -40.0 0.44 .17.8 Sloped Soil Over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stern Above Soil= 87.4 4.50 Total rs 87.2 O.T.M. = Resisting/Overtuming Ratio = 1,52 Vertical Loads used for Soil Pressure 731.0 Ibs Vertical Component of active pressure used for soil pressure DESIGNER NOTES: £0/£0 06ed Hthl Surcharge Over Heel = Adjacent Footing Load = Axial Oead Load on Stem= 0.00 392.7 Soil Over Toe Surcharge Over Toe Stem Weight(s) - 3 aA 0.25 76.6 Earth @ Stem Transltian5_ 392.5 Footing Welghl 349.5 1.17 407.2 Key Weight Vert. Component 8.7 2.33 20.4 Total 731.0 lbs R.M.- 598.1 c CS31925 N m gyp. 12/31/2010 -0 . 74 l ��9rFoFcALl�aa`��� 6 M 11 091 OIONI 0080 11129: 80 0102/II/90 Bin # Permit # �i� 1 Project Address: -55�0 City of La Quinta Buliding 8t Safety Division P.O. Box 1504,78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet 01A ALrAL 1 D Owner's Name: AV A. P. Number: 77 Address: Legal Description: City, ST, Zip: Contractor: L p N ST vL lO'= M. L(� it % /� / Telephone: �� >:� 11, t OVER Address:l • O 01C �7 rt� Project Description: City, ST, Zip: r2,6 k) O Attil"TJ`� Telephone: � • 760 333 —v i s ;,x�=••,>:��:4>�.: >�" City Lie. #.:w State Lie. # : �Zd '-6 Z Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: ` Construction Type: Occupancy: Pro)ect type (circle one): New Add'n Alter Repair Demo Sq, Ft.:#Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Plan Sets Req'd Rec'd 'TRACKING PERMIT FEES Plan Check submitted Item Amount Structural Cales Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance Tine 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionstissue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: 3" Review, ready for correctionsliissuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees