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04-7700 (BLCK)BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760).777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA,• CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 Fee summary Charged ----------------- ---.------- Permit Fee Total 63.00 Plan Check Total .00 Grand Total 63.00 Paid Credited Due ---------- ---------- ---------- .00 .00 63.00 .00 .00 .00 .00 .00 63.00 BUILDING PERMIT �� 11 A l;iEca.t,�on Number 04-00007700 Date 12/08/04 Proper tyJAddress . . . . . . 57325 PENINSULA LN APN ,:, ;� . 762-15.0-010- - - Appli`_cation_description . . . WALL/FENCE Property Zoning . . . . . . . LOW DENSITY RESIDENTIAL Application valuation . . . . 3250 Owner Contractor ------------------------ BELLA OCEANA LTD PARTNERSHIP ------------------------ CALIFORNIA POOLS & SPAS 1354 BELLA OCEANA VISTA P.O. BOX 1280 PACIFIC PALISADES CA 90272 COACHELLA CA 92236 (760) 398-9222 WCC: STATE FUND WC:.04600061168 01/01/05 CSLB: 656128 10/31/06 CCC: C8 -C27 -C29-053 ------=--------------------------------------------------------------------- Permit . ... . . . WALL/FENCE PERMIT Additional desc Permit Fee . . . . 63.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 3.250 Qty Unit Charge Per Extension BASE FEE 45.00 ---------------------------------------------------------------------------- 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 Special Notes and Comments 35 LF 6' BLOCK WALL CITY STND 95 LF 6' BLOCK WALL ORCO STND Fee summary Charged ----------------- ---.------- Permit Fee Total 63.00 Plan Check Total .00 Grand Total 63.00 Paid Credited Due ---------- ---------- ---------- .00 .00 63.00 .00 .00 .00 .00 .00 63.00 P.O. BOX 1504 • -VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: QZ— 7 7 Applicant: Applicant's Mailing Address: Date: Architect or Engineer: Architect or Engineer's Ad ess, Lic. No.. BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licenliense visions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Lic�se i�,ia fuy force and effect.` s, y _ �� License Class/ G J o. 6 (-'J Date l k X? zo Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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).): U 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 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 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.). 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: 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 main in workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is �, i uecj ,My wo rs' compensation insurance carrier and pplicy9umb are- (*� Carrier � lk_ Policy Number r��(r�!%(/0 (nC?(gn _ I certify that, in the performance of thework for - 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 agre that, if I hould become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date g [ ® 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 ($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. 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 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 corn I a ree to comply with all city and county ordinances and state laws relating to building construction,yanhereby authorize representatives of this county to enterov mned property forinspection purposes. Date. Signature (Applicant or Agent): 8' HIGH oRco WALL SYSTEM SITE WALL FOR 70 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 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 & GRADE 60 FOR #5 AND LARGER 5. SEISMIIC - ZONE 4,5 KM FROM TYPEA OR B SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION READ. MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT SLOPE WALL @ WALL @ WALL @ TOP 1 FT. SETBACK 2 FT. SETBACK 2TO1 2=6' 2'' 3 TO 1 1=8' - NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-0. ORCO STD. PRECISION, SPLIT FACE, SLUMPED, OR WEDGELOCKSLOCK MAYBE USED ' 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENTTO 2-1/2 PARTS SAND TO 3-1/2 FARTS GRAVEL WITHA MAXIMUM OF 1-112 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE IW. Fc = 2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO e ASTM A 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR co Aly AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 tp REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. #4 VERT DROP-IN BAR @ 32'01C (36'0/C FOR 18' 4. REBAR SHALL BE CENTERED /N THE CONCRETE BLOCK CELL /N LONG CMU) WHICH /T /S LOCATED. 5 CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND #6 STD JOINT PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. REINFORCEMENT @24.O/C (4 PLACES) PER UBC STD. 6. ALL BLOCK CELLS CONMIN/NG VERTICAL REBAR SHALL BE SOLID 21-10. USE #5 STD. FOR GROUTED. SLUMP BLOCK. 7. USE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO. 21-A. 1 PART CEMENT 70 112 PART LIME TO 4.1/2 FARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PARTCEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 FARTS 3/8' PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK UNOBSTRUCTED CELL S/2'E /S SUFFICIENT TO ALLOW GOOD GROUTFLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. Aly DOWEL @ 16' O/C (18' O/C FOR 18' LONG CMU) 9. BLOCK STEM MAY BE WETSET 1-1/2' INTO THE FOOTING WHILE - I _+ THE CONCRETE /S PLASTIC. BLOCK STEM MAYBE PLACED TO ILtl 2 �, EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED 2 SETBAC SEE CHART NATURAL SOIL OR ON COMFACTED FILL W/THA MINIMUM COMPACTION OF 90%. v 11. FIRST INSPECTION TO BEAFTER FOOT/NG TRENCHES ARE READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE. _ 2 INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN ti MAX.ECOND 1 PLACEAND THE BLOCK WALL IS READYTO GROUT. 12 MAX/MUM CONTROL JOINT SPACING: 40'01C OR 20'01C. IF 00 W THE WALL /S TO BE STUCCO COATED. Z W W pFESS/ONq 0 g PR tu ��Y S' Q 9 N _ #4 HORZ. CONT. A, O c y l y uj `� 0 0RC0 3,925 U 5' TO DAYLIGHT Exp. 12-31-2004 BLOCK CO. 1p,- C / V l \' D - Page 17 II CONT. 11 E OF CA0Fp OF LA QUINTACITY ,. BUILDING AND SAFETY DEPARTMENT GARDEN WALL STANDARD 6' C.M.U. rm_ 1350psi, Fy= 40000psi /4 O 24" Vert O CL y4 O 31 Horiz is I c I 6 1/4' v ALTERNATE 3" CLEAR T BENDS c d4 HORIZ. AS SHOWN 6" C.M.U. rm= 1350psi. Fy= 40000psi #4 O 24' Vert O CL b4 O 32' Horiz oo cc o <} ` GARDEN WALLlo :. a kn ol a 6' C.M.U. 3"CLEAR, rm- •1350psi,;Fy- 40000psi o, T o /4 O 24" Vert O CL #4 HORIZ. AS SHOWN 1 y I /4 O 32' Horiz oo cc �/ 10-11/16 OPTIONAL 30"LAP a y S GARDEN WALL — � Scale: 3/8" _ 1'-0" 3" CLEAR ALTERNATE N S �" #4 HORIZ. AS SHOWN : ! 1 6" C.M.U. f m6 1350psi. Fym 40000psi N4 0 24" Vert 0 EL y4 0 32" Horiz �5IFGARDEN WALLin ; cc Scale: 3/8 1'-0 OPTIONAL 30'LAP r 6• C.M.U. f'm= 1350psi. Fy=' 40000psi #4 O 24' Vert O CL 3" CLEAR t p4 0 32" Horiz �1 p4 HORIZ. AS SHOWN 1 j• �j 1 10-„/,�• OPTIONAL 30"LAP GARDEN WALL Scale: 3/8" V-0" ALTERNATE 3" CLEAR T� 8 NDS o #4 HORIZ. AS SHOWN. 1 2'— 3" 1 ' 6 GARDEN ' WALL.