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BWFE2018-020978-495 CALLE TAMPICO c&ht 4 4 Q"Kro LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Application Number: BWFE2018-0209 Property Address: 53020 LATROBE LN APN: 770340020 Application Description: Property Zoning: Application Valuation: Applicant: IACONO DEVELOPMENT INC 109 HEATHER COURT PALM DESERT, CA 92260 IACONO DEVELOPMENT INC / 10OLF GARDEN WALL WEST SIDE OF PROP $2,500.00 1 SEP 2 8 2018 MoFMMA vO�U!II4eN''I�(^�I�"���� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 ❑ ie Business and Professions Code, and my License is in full force and effect. License CIa 5-_ License No.::LIC-76623 Date: Z�j Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I 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.). (_) 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: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/28/2018 Owner: STEVE PHAN & KRISTINA PHAM 39250 REGENCY WAY PALM DESERT, CA 92211 Contractor: IACONO DEVELOPMENT INC 109 HEATHER COURT PALM DESERT, CA 92260 (951)634-6381 Llc. No.::LIC-766234 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 tlark for which this permit is issued. M 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: Car ri _ Policy Number: r;r 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 subject to the workers' compensation provisions of Section 3700 oft or Co e, I shall forthwith comply with those+ provisions. Date: 31 d 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 county ordinances and state laws relating to building construction, and hereby authorize representatives of this ci to upon the above -mentioned property for inspection purposes. Date: Signature (Applicant or Agent); Lender's Address: Application Number: BWFE2018-0209 Property Address: 53020 LATROBE LN APN: 770340020 Application Description: IACONO DEVELOPMENT INC / 100LF GARDEN WALL WEST SIDE OF PROP Property Zoning: Application Valuation: $2,500.00 Applicant: IACONO DEVELOPMENT INC 109 HEATHER COURT PALM DESERT, CA 92260 Owner: STEVE PHAN & KRISTINA PHAM 39250 REGENCY WAY PALM DESERT, CA 92211 Contractor: IACONO DEVELOPMENT INC 109 HEATHER COURT PALM DESERT, CA 92260 (951)634-6381 Llc. No.::LIC-766234 Date: 9/28/2018 Detail: 100LF OF 6' GARDEN W/2' WALL AT WEST PROPERTY LINES, 216 X 16 ANGELUS PILASTERS AT EACH END, SIDE YARD [ANGELUS SPECIFICATIONS] PRECISION ANGELUS CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VIS13LE FROM OUTSIDE THE PROPERTY, THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIAi401LDlNgIgOPE�. W• :r 1,r , FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $52.01 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $65.02 Total Paid for BLOCK WALL: $117.03 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 DESCRIPTION PermitTRAK ACCOUNT CITY PAID $133.03 BWFE2018-0209 Address: 53020 LATROBE LN Apn: 770340020 $133.03 BLOCK WALL $117.03 WALL/FENCE - FIRST 100 LF PC WALL/FENCE - FIRST 100 LF 101-0000-42600 101-0000-42404 0 0 $65.02 $52.01 BUILDING STANDARDS ADMINISTRATION BSA $1.00 BSAS SB1473 FEE 101-0000-20306 0 $1.00 RECORDS MANAGEMENT FEE $10.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TECHNOLOGY ENHANCEMENT FEE • 502-0000-43611 0 $5.00 1 Date Paid: Friday, September 28, 2018 Paid By: IACONO DEVELOPMENT INC Cashier: JLIM Pay Method: CHECK 5029 ta Qaiwra - f;F17 J ehr [WSFKF - PERMIT # -9VJ 1P F— ?—o C Y -^ 6 2 PLAN LOCATION: Project Address: 3— D ZO �, /;7& Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: r f 6AVW qw - Applicant Name: ��' 0 �r���n Cr„/ Address: City, ST, Zip: P. ' 22(p D Telephone: ,'f 1 L0 , Lp k% Email: wS%¢ -7— Q'ip deJtJd T C. Valuation of Project $ �;OU r Contractor Name: New SFD Construction: Address: Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lie: City Bus Lie: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lie: City Bus Lie: Property Owner's Name: CS-MVF New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd Req'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License BLOCK CO..INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 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, fm = 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, '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. NOT USED. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 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, OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENOED 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, ^ND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 100psi. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. S. NOT USED 9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. 10. NOT USED. 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. OPTIONAL ADHERED VENEER (MAX WEIGHT=10ps€) MAY BE APPLIED TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS. MECHANICALLY -ANCHORED VENEER IS NOT PERMITTED. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE - 16816 OR 16616 CMU MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT H' V MAX. 'S' 'N' 16" 2'-9" 4 24" 3'-4" 5 7'-4" 16" S-0" 4 24" 3'-6" 5 16 3'-3" 5 24" 4'-0" 6 LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL WIND LOADING FOR EXPOSURE C, 130mph AND LESS. W�'=16" SO.. I a p, w 2-#4 w 0 w t7 w 13Y2" M � 3N C]01228 INC. .'F - FNJINFFRINGeadillo Street i Covina, CA 91723 381595 38 0485 www.ghl-oe.com 6'-8" to 8'-8" High Pilaster Spread Footing Seismic, 5% c 1 second 16" or 24" CMU Pilaster OPTIONAL WALL CAP CMU PILASTER, SOLID GROUT (16" SHOWN) 3j"OUISIDL FACE OF BLOCK TO t OF VERT 2-#4 VERT. BARS DWLS. TO MATCH VERT. REINF. LAP 24" MIN. EQ. F.G. WET -SET FIRST COURSE 'N'-#4x'B'-6" LONG EA. WAY CONC. FTG. 8" WIDE (NOM.) CMU PILASTER, SOLID GROUT ALL CELLS CENTER VOID OPEN OR SOLID -GROUT 'W'=24" SQ. A PILASTER SECTION 3j" OUTSIDE FACE OF BLOCK TO 4 OF VERT w x o U 2 Cn 1r a 3" CLR. 'B' SQUARE MIN. TYP. PER SCHEDULE CITY 1 OF LA QU1NTA BUILDING & SAFETY DEBT APPROVED FOR CONSTRUCTION DATE 7 NU 85681 * EXP. 9-30-18 3h" �9T Cl V `\' ¢�,F OF CA%F DATE SIGNED 4-12-17 S-1.9LQ #16-077 BLOCK CQ, INC. Since 1946 ANGELUS BLOCK MASONRY .FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2016 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 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: i. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRAOE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 JNCNES, WHICHEVER IS GREATER. CENTER VERTICAL. BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL WIRE 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.SLUMPSiONE 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, `ND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 100psi. 7. 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 11ED 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. MASONRY FENCE WALL SCHEDULE 'H' MAX. 'X' BARS 'D' MIN. 16" LONG CMU 18" LONG CMU 6'--0" 4048"o.c. 4®54"o.c. 2'-4" 6'-8" 401.40"o.c. 4245"0.c. 2'-7" 7'-4" #4(1'32"o.c. #4036"o.c. 2' 8" 8'---0" #40D24"o.c. #4027"o_c. 2'-10" WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE WITH NO SETBACK. CIMGHL INC.- 228 East Badillo Street Covina, CA 91723 T: 1,26.938.1595 F: 626.938.0485 www,ghl-oe,com 6' to 8' High Site Wall Trench Footing C ® 110mph Wit. Risk Category I 6" Wide CMU Ur I IUNAL V STD. LAI #5 STD FO JOINT REINF AT FIRST C, 6" WIDE (Nd GROUT CELI w/ REINF. 'X' BARS PE SCHEDULE 0 CTR. OF WA DWLS. TO M VERT. REINF 24" MIN. F.G. 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OF FWSTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURB EXIST) I FROM PROPERTY LINEW WITH PUBLIC WORXS DEPARTMENT. ��� R 4.IgY[ AtA ]I1Y1 E NA k— CA LafwWAE . TSA ■ F]trAr[va aratD LPnF PRwlA(y crr � u wIKrA Agar AWWl10 fl.NF n:w ]n noeF 9m r c � e< ...naV 4view" Cali Wforo you CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION iATE . 9Y �a IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA PRECISE GRADING PLAN TRADITION LOT 20 � f f � f j I I1 I � � I I 4 t)0' or fog G�4kj (rI--- �2-� • ]wrr/rLs F - YOu!}r - Twcr wwi Its aMh a) dll D]NIES RIM DATA PER TW W. Ml7Dd, AS M M m O II 'IG S F' M PINE frALE "4Se', FUM IN OWA WP N PILE IN WA M. P A lfigpl w III, w5. 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WE e m PPL �-sl s-a YFY m ADdRr IrppF Deus m eWIfR Drr Srs-- R i T rr nsc - 1nWt IY•x" [Pun. ]ru]ra s AnpOltt mAlrr, eTA:F s 4wYGA" Q! MAIN laAx Am a Lfa ErA AIYfE W. mdmm IY � rlADora PMA mom. m1Y filW RR WIL IX rORrl lO NYwIOf YNYI O4W. IO! IIQ ]' W SYO �. NM 1p AEA . Q m161AlCr WL M S&WE RAN Am PW.. Imo AS 9QIIll y FVAL IDIOI pNIC q F➢Wl. ® mFY1 CW r[E MWX' - NMr F91 ( Emc'nEs�w.O°n� AA'.cx�m wrm A'a iNAE IFaLam1- "gyms O rtR SW u rMOsgYl m FDutmAs r wa t amw © wrWL T/Ir Irxlp (rrl.a� srm} wRr MewF CLEANOUT DETAIL Al, et rOlylyk, 16' py DY•.Ea Pn DnFA ■Isar tl m�wrAic�r O DUI. F I1 v a Irl®y RgLE MW`- IR m rF Kv0 00 Qp W WM IN KANOFR LOg1 �,..41 NIIS f3.f �OF _gRI c R ex wet P,� a]na 1WAFZT Ir z�`FM19L0T tJ1'iAp. APN: 770-340-040 �• NI' eC.NIlr®s afwl !F]E.bF A� I]E11Am FfOi IEDp�d1A 110[TRFOT >aeei PlanAIIPD LnsN TI( aru�DY DF: 53-020 LATROBE LAN$ Pfem M eohe rle, net eA-+a. [N Tlf nrla TI! Lvmr LecvmE.'[ "' 1n 1 „� tJ:EiLY R �21J�1i•C� rr TLc mar: a prAmsl Le. q';;NOQ' Si PRECISE GRADING PLA "r GINfER1NG M TRADrrION CLUB LOT 20 cr TRACT 28687 MB 278 —_78 )x4lIDA aP 1rcT141 1, lq., ITY. rm CITY OF LA Qurm:Te tWvca LvArWA VICQ7ITY YAP u mlxr�, auFoxu DEEM DRAFT: ® ESy o"K. DAM ALm Am ID1'. D% No. PG134�1- SHEETI OF 1