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05-3625 (BLCK)tr P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: `-05-00003625 ',78850 CITRUS APN: 772 -101 -011 - Application description: WALL/FENCE Property Zoning: LOW DENSITY Application valuation: 2625 Applicant: CP - RESIDENTIAL Architect or Eng P [A- BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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. Licensee icense �r ntrClass: C8 C27 C29 LNo.: 656128 / Date:1 � actor* OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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.). 1 _ 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: LQPERNM Owner: CAPITAL PACIFIC HOLDINGS 4100 MACARTHUR BLV STE 200 NEWPORT BEACH, CA 92660 Contractor: CALIFORNIA POOLS & SPAS P.O. BOX 1280 COACHELLA, CA 92236 (760)398-9222 Lic. No.: 656128 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/15/05 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. V 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 SEABRIGHT INS Policy Number BB1050510 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 or Code, I shall forthwith comply with those provisions. i r Date - Applic Ti WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL -PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Ouinta, its officers, agents and employees for any act.or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the ove-mentioned property for on urposes. ,Sature (Applicant or Agent): .3 N• Application Number . . 05-00003625 Permit . . . WALL/FENCE PERMIT Additional desc . Permit Fee . . . 54.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . 2625 Expiration Date 2/11/06 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special.Notes and Comments 25 L.F. 6' GARDEN WALL, CITY.STANDARD, 80 L.F. 6' GARDEN WALL, ORCO SYSTEM Fee summary ----------------- Charged Paid Credited Due Permit Fee Total -------------------- 54.00 ---------- .00 ---------= .00 54.00 Plan Check Total .00 .00 .00 .00 Grand Total 54.00 .00 .00 54.00 LQPERAUT Bin # City of La QuInta 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: fs Cc c J,,.r-,. -t, C6 Owner's Name: A. P. Number: Address: Legal Description: Contractor: C6LL1*C32M1q POOLS &6pas City, ST, Zip: Telephone: Address: P) sox 1290 Project Description: City, ST, Zip: eJ L4 CM9 3 0 Telephone: W 11 01. State Lic. # City Lic. 1909.0- :15 Arch., -Engr., Designer: 7- or A MQ,—WQ6J*, Address: > City, ST, Zip: IPO?FAI� I 92a4k w el /IN Telephone: State Lic. #: M MEN Construction Type: Occupancy: Project type (circle one): Ne Add'n Alter Repair Demo of Contact Person: b4A) Sq. FL - .-TName # Stories: # Units: Telephone # of Contact Person:,27 r1)&�1j.7,r_4oAq Estimated Value of Pircject:. 570c>,6 APPLICANT: DO NOT WRITE BELOW THIS LINE # 'Submittal Reqld Rec1d TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan -Check Deposit Truss Cales. Called Contact Person Plan Check Balance' Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready ­for correctionsrissue Electrical Subcontactor List Called ContactPerson Plumbing Grant Deed Plans picked up S.M.I. 9&A. Approval Plans resubmitted Grading AN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A . I.P.P. Pub. Wks. Appr . . Date of permit issue School Fees .......................... Total Permit4,'ees 0 6` HIGH M. WALL SYSTEM SITE WALL FOR 70 MPH WIND @ EXPOSURE C 2' 0 0Lu � Z �uW mW O tiF cciV x W ce...tp U DESIGN CRITERIA: 1. ALLOWABLESOIL BEARING PRESSURE= 1500 PSF 2. ALLOWABLE LATERAL PASSNEPRESSURE = 150 PCF 3. CONCRETEIGROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL: GRADE 40 FOR #4 BARS AND SMALLER 8 GRADE 60 FOR #SAND LARGER OPTIONAL FLAT CAP' 5. SEISMIIC - ZONE 4,5 KM FROM TYPEA OR B SOURCE 6.1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION READ. NOTES., MIN. FOOTING DEPTH FORT TO DAYLIGHT WALL @ WALL @ WALL 94 VERT DROP-IN BAR @ 40- SLOPE 1 FT SETBACK 2 FT SETBACK TOP ORCO 6816, 6616, OR 6618 CMU 2 TO 1 3'-6' 3=0' 2'6' GROUTED ONLY @ VERT STEEL 3 TO 1 2.4• 2' -0 - NOTES., #4 HORZ CONT. PROFESS / ON� kll � S. tij9 F� 2 7' TO DAYLIGHT w m ORCOC31925 A * Exp. 12 31-2004 8" BLOCK CC. CONT. s 1? CIV V Q��P Page 28 F OF CAL%FO 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21.4. ORCO STD. PRECISION, SPLITFACE, SLUMPED, OR WEDGELOCKBLOCK 94 VERT DROP-IN BAR @ 40- MAYBE USED OIC (36' OIC FOR 18' LONG CMU) 2 CONCRETE FOR FOOTING SHALL BE 1 PART CEMENTT02-1)2 PARTS SAND TO 3-12 FARTS GRAVEL W/THA MAXIMUM OF 1-12 GALLONS OF WATER PER SACK PORTLAND CEMENT SHALLCONFORM TO ASTM C 150 TYPE /W. Fc =2000 PSI #8 STD JOINT REINFORCEMENT @ 24- OIC (3 PLACES) PER UBC STD. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO 21-10. USE #5 STD. FOR SLUMP ASTMA 615 GRADE40 FOR #4 BARSAND SMALLER, GRADE 60 FOR BLOCK #5 AND LARGER PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTERED /N THE CONCRETE BLOCK CELL /N WHICH ITIS LOCATED.. 5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND PATTERN WITH VERTICAL CON77NUITYOF THE CELLS UNO. 6 ALL BLOCK CELL CONFJN/NG VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO. 21•A. i PART CEMENT TO 12 PART LIME TO 4-12 FARTS DAMP, LOOSE SAND. #4 DOWEL @ 40' 01C 8 GROUT FOR CONCRETE BLOCK 70 BE 1 PARTCEMENT TO 3 (36.O(C FOR 18 -LONG CMU). PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8' PEA GRAVEL IF WEATHER CONDITIONS ARE 1AVORABLEAND BLOCK UNOBSTRUCTED CELL SIZE /S SUFFICIENT TO ALLOW GOOD GROUTFLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONS/TUENTS. SETBACK 1,SEECHART 9.BLOCKSTEMMAYBEWETSETI-12'INT07HEFOOTINGWHILE THE CONCRETE /S PLASTIC. BLOCK STEN MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED 2 NATURAL SOIL OR ON COMPACTED FILL W/THAMINIMUM MAX I 1 COMPACTIONOF90%. I I -I I I 11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE READYFOR CONCRETEAND ALLREQU/RED STEEL /S TIED /N PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL /S REAL) YTO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' OIC OR 20'01C IF THE WALL IS TO BE STUCCO COATED. #4 HORZ CONT. PROFESS / ON� kll � S. tij9 F� 2 7' TO DAYLIGHT w m ORCOC31925 A * Exp. 12 31-2004 8" BLOCK CC. CONT. s 1? CIV V Q��P Page 28 F OF CAL%FO