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14-0739 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000739 Property Address: 58879 JEREZ APN: 764-200-999-18 -316813- Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 6000 Ti'y/ 4 4 Q" Applicant: Architect or Engineer: e pe, ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of D'vision 3 of�theusiness and Profes ' ode, and my License is in full force and effect. LicenseClas B Li nseNo.: 762987 Date: Contr ER-BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractor's tate License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or c my that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuanc , also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the pro isions 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).: (_ 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.). (_ 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.). (_ 1 I am exempt under Sec. , BAP.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 Owner: CORAL OPTION I 81570 CARBONERAS LA QUINTA, CA 92253 Contractor: TD DESERT DEVY P.O. BOX 171?/ QUINTA (7, (760)771-19 1 Lic. No.: _ 629 247 04 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/02/14 -------------------------- -------- WORKER'S COMPENSATION EZers' 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 compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is -issued. 1 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 CA REST MUTUAL Policy Number CRO1134517 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, nd agree that, if I shoul a me 'ect to the workers' compensation provisions of Section 3700 of the Labor C dshall forthwi comply with t isions. Dater p i Apcant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE I, UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO NE HUNDRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, D AGES 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 cou y o finances and state laws relating to buildin r ,and hereby auth esentatives t of this co y t ent r upon the above-mentioned props or inspection rposes. Date: Sign re (Applicant or Agent): ' Application Number . . . . . 14-00000739 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . . Permit Fee . . . . 90.09 Plan Check Fee .00 Issue Date . . . . Valuation 6000 Expiration Date 11/29/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 3.00 14.3000 EA MISC WALL, ADDL 50 LF 42.90 ---------------------------------------------------------------------------- Special Notes and Comments 240 L.F. OF BLOCK WALL PER ATTACHED APPROVED PLANS AND ANGELUS BLOCK CO. MASONRY FENCE WALL SYSTEM, 6FT-8FT HIGH SITE WALL SPECIFICATIONS. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 90.09 .00 .00 _ 90.09 Plan Check Total .00 .00 .00 .00 Other Fee Total 61.06 .00 .00 61.06 Grand Total 151.15 .00 .00 151.15 LQPERMIT IN THE CRY OF LA QUINTA, CA!.IFORMA LEGEND: PRECISE GRADING PLAN z a 4 bm>a! AMENDED TRACT 31681-3 urnxesm xwam LOTS 11-20 IN THE NE 1N OFSECTION 27,14.6., R7.E.; &B.M. .... ....-r.,.. rm. GENERAL NOTES: MIDI �( a ......._m2a.!_r• I Ao ouR°wo.w �.` }l,�v \\\\� ��i: i'( i! t _ _..�_—_ i 1 ! �' fi<Y•� %� , :�� i, ll! i' i'I II�i .. . =ti,,. ra. m, , m.�..�o- . aaa ,o..'... ,� M `i g ,n em.Et!G �wMt wow-.a.a.l:a14i.•rs0 w�w< J � � .��� 5 (�' i i I:i III : ^ FFF ..warp i _ Uft 1 t:':::1 e..c,.-.-"""t...• I ./� i.:: I jl...\ \�, y!,�l _ • °n'm�.n...,<.om,,.:w.w,. a,.asvun •n «,zre Ft � ,; fiK. sr.;eavr..w: I i' % I !�I :I I;II w.w,s n.ao,or _ _ �� ` ! 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MiE .�. n: qw:p ra •onv ,..,a...n...x...... .re�A:wa.r..ro.®...e..9 ree.o.. t;.si'%...6«...rew'�Y'"'• ................. REHsmRs m.dre,A>w,. o... S.c L9 .oE.ewo. ieno.n,':.,. A.L.F.. a�......a......ze....� �... EMiivEFR � ......... r_w. ._ C .w. u.... � i. F �41I.CO., INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA 1. DESIGN CRITERIA PER 2010 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL WARE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK .PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE-AND—GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ?OOOpsi. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0'o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS SEE.DETAIL SHEET S-5.1. SLOPE 'H' MAX. X' BARS IREINF.WALL S' 18' LONG CMU 16' LONG CMU TYPE PER S- 6'-0" 1 #4048"o.c. 1 #4054'o.c. A 6'-8" I #4048'o.c. I #4045"o.c. 7'-4' 1 #4048"o.c. 1 #4045"o.c. k ;A —0- 1 #4040"o.c. I #4036"o.c. k--4 ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 -e�g��ae�ing exce11- V 1957- 6' to 8' High Site Wall Trench Footing - C o 85mph 6' Wide CMU OPTIONAL WALL CAP STD.' LADDER TYPE #5 STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WADE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE 0 CTR. OF WALL it r a � U = N EL ' � 1 J 2—#4 CONT. z w � x U 0 N a n CONT. CONC. FTG.1 8" L 5'-0" 61N. CONT. TO DAYLIGHT 'L' STEM 'D' MIN.�ESSf4V4, 2'-0' 3'-2" a`� Z 2'-0' 2'-3" C _ a ( \ z-4.. 31P14 �" s - LA Q UC TUR & SAFETY DEM.CA%.�F RO E D DATE IGNED 5-20-13 FOR CONSTRUVVON -1.2LQ DATE I gY#6255 0 SETBACK PER SCHED. Y BARS PER SCHEDULE LAP w PER 'L' z w F.G. J of N w WET—SET FIRST a COURSE it r a � U = N EL ' � 1 J 2—#4 CONT. z w � x U 0 N a n CONT. CONC. FTG.1 8" L 5'-0" 61N. CONT. TO DAYLIGHT 'L' STEM 'D' MIN.�ESSf4V4, 2'-0' 3'-2" a`� Z 2'-0' 2'-3" C _ a ( \ z-4.. 31P14 �" s - LA Q UC TUR & SAFETY DEM.CA%.�F RO E D DATE IGNED 5-20-13 FOR CONSTRUVVON -1.2LQ DATE I gY#6255 0