The URL can be used to link to this page

04-5092 (BLCK)N P.O. BOX .1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 9225.3 BUILDING PERMIT Application Number . . . . . Property Address . . . . . . APN: Application description . . . Property Zoning . . . . . . . Application valuation... BUILDING & SAFETY DEPARTMENT (760).777-7012 FAX (760) 777-7011 INSPECTION REQUESTS (760) 777-7153 04-00005092 Date 6/22/04 52825 CLARET COVE 770-330-008-44 728867 - WALL/FENCE LOW DENSITY RESIDENTIAL 6250 Owner 'Contractor ------------------------ ------------------------ SUN VISTA CALIFORNIA POOLS & SPAS 52-825 CLARET COVE P.O. BOX 1280 LA QUINTA CA:92253 COACHELLA CA 92236:. (760) 398-9222 WCC: STATE FUND WC: 04.600061168 01/01/05 CSLB: 656128 10/31/04 CCG:. C8 -C27 -C29-053 Permit WALL/FENCE PERMIT Additional desc Permit Fee 90.00 Plan Check Fee ..00 Issue Date Valuation 6250 Qty Unit Charge Per Extension BASE FEE 45.00 5.00 9.0000 THOU BLDG 2,001-25,000 45.00 Special Notes and Comments 250 LF 6' BLOCKWALL ORCO STND Fee summary Charged Permit. Fee Total 9.0. 00 Plan Check Total .00 Grand Total 90.00 Paid, Credited Due .00 .00 90.00 .00 ,00 .00 .00 .00 90.00 FA P.O. BOx 1504 •4 :��n/ 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 7774153 -Application Number: �� J�- Date: Applicant: �n Architect or Engineer: Applicant's Mailing Address: Architect or Engin*er s dqr,e s: Lic. No.: BUI D ERMIT DECLARATIONS CENSED�CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed and r rovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Li n ' "n fu f and effe . License Class n e No. Date 649 Contractor / NER43UILDER DECLARATION I hereby affirm under penalty of perjury t t 1 am exemp m ntractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): (--) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ 1 have and will maintain a certificate of consent to self -insure for workers' compensafion, 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 ss y w ' compe sation insurance carrier person in any manner sd as to become subject to the workers' compensation laws of Califomia, and agree that, I shoul become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forth comply with those p sions. Date !i� Applicant WARNING: FAILURE TO SECURE WOR RS' COMPEMA ON OVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLAR $100 00), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to,'and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work b5nq performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if AA is of commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 1 certify that 1 have read this application and state that the above information is I agree to comply with all city and county ordinances and state laws relating to building construction, and he by authorize representatives of this county nter upon a m -mentioned property for inspection purposes. Date � /, ,0o Signature (Applicant or Agent): 8' HIGH oRco WALL SYSTEM SITE WALL FDR 7D MPH WIND @ EXPOSURE C FLAT CAP ORCO 6816, 6616, OR 6618 CMU GROUTED ONLY@ VERT STEEL NOTE PROVIDE #5 DOWEL 8 #4 DROP-IN BAR AT EACH SIDE OF CONTROL JOINT a 41 O 00 0 00e �O #4 VERT DROP-IN BAR @ 32' O/C (36-01C FOR 18' LONG CMU) #6 STD JOINT REINFORCEMENT @ 24' O/C (4 PLACES) PER UBC STD. 21-10. USE #5 STD. FOR SLUMP BLOCK. #5 DOWEL @ 16' O/C (18.O/CFOR 18'LONGCMU) L+2'-3' DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. CONCRETE/GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL: GRADE 40 FOR #4 BARS AND SMALLER 8 GRADE 60 FOR #5 AND LARGER 5. SE/SMIIC -ZONE 4, 5 KM FROM TYPE OR B SOURCE. 6.1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION REOD. MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT SLOPE WALL @ WALL @ TOP 1 FT. SETBACK WALL @ 2 FT SETBACK 2 TO 1 3'-6' 3=0' 0-6' 3 TO 1 24' qpFESS/O \ �, NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO STD. PRECISION, SPLIT FACE, SLUMPED, OR WEDGELOCK BLOCK MAY BE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND T03-112 PARTS GRAVEL WITH A MAXIMJM OF 1-112 GALLONS OF WATER P67 SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE /W. Fc = 2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GR4DE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #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 IN THE CONCRETE BLOCK CELL /N WHICH /T /S LOCATED. 5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BC1ND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCKCELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE OSP TYPE S MORTAR PROPORTIONED USING UBC TABLE h0. 21-A. 1 PART CEMENT TO 112 PART LIME T04-112 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PAR TS318-PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AID BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGA77ON OF THE CONSITUENTS. 9. BLOCK STEM MAY BE WET -SET 1.112' INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BEPLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL CR ON COMPACTED FILL WITH A M/N/MJM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETEAND ALL RECUIRED STEEL 1S TIED /N PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACEAND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING.• 40' O/C OR 20'01C. IF THE WALL /S TO BE STUCCO COATED 2 LLp O � qpFESS/O \ �, ti QUO �Y S � F N #4 HORZ CONT.Om W m h O w �- � m o BLOCK CO. C31925 A 7' TO DAYLIGHT * p. 12-31-2004 O��\P z CONT. Page 29 OF F C A F