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BWFE2019-0084V � Qu"i VOICE (760) 777-7125 78-495 CALLE TAMPICO c&t!t LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner: Application Number: BWFE2019-0084 STEVE PHAN & KRISTINA PHAM Property Address: 53020 LATROBE LN 39250 REGENCY WAY APN: 770340020 PALM DESERT, CA 92211 Application Description: PHAN / 70LF OF RETAINING WAIL ND [4)1P{LA R5 T FRONT PL Property Zoning: Application Valuation: D Applicant: of o r 2019 � Contractor: IACONO DEVELOPMENT INC IACONO DEVELOPMENT INC 109 HEATHER COURT LITY OF L���i��'F� 109 HEATHER COURT PALM DESERT, CA 92260 PALM DESERT, CA 92260 pCSIG"l & ��V�I.Of'�IfnNl' DEPARTMENT (951)634-6381 Llc. No.: 739859 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am li ensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of t siness and Professions Code, and my License is in full force and effect. / License Cfasp: 9 License No.: 398� Date: i 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).: (_) 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 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 Lender's Address: Date: 5/7/2019 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. 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 EXEMPT Policy Number: L ` 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 37 f4h Labor Code, I shall forthwith Comply with those provisions. Date:_ Applicant: t ; 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 stat Laws relating to building construction, and hereby authorize representatives of this n rj1pon the above -mentioned property for inspection purposes.\\ Date: 5 % Signature (Applicant or Agent): Date: 5/7/2019 Application Number: BWFE2019-0084 Property Address: 53020 LATROBE LN APN: 770340020 Application Description- PHAN / 701-F OF RETAINING WALL AND (4) PILASTERS AT FRONT PL Property Zoning: Application Valuation: 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.: 739859 Detail: 701-F OF RETAINING WALLS ATTHE FRONT SOUTH PROPERTY LINES [CITY STANDARD FOOTING OPTION -B-] AND (4) PILASTERS [CITY STANDARD DETAIL] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, ORTEXTURED COATING WHERE VISIBLE 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 CALIFORNIA BUILDING CODES. DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $53.37 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: $120.08 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: $5.00 a Qw�fra PERMIT # 70WMW1i-- coo PLAN LOCATION: Project Address: �3 - ®�O �� tri Project Description: APN #: 0 f 6 ff Applicant Name: eo,JO ioJ - - SPEC' Address: C,-V City, ST, Zip: -z'D Telephone: j I- 3 1- 19 3$ Email: 4d5'r G� U t Valuation of Project $ 2- 00 l7 ,•y�`ti,� (. COw� Contractor Name: E New SFD Construction: Address: Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lic: City Bus Lic: Property Owner's Name: Address: P City, ST, Zip Telephone: Email: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Required Received 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 GRADE 4" :TQP VIEW FOOTING BLOCK GROUT STEEL REBAR .27", .' hEE PLACE ! LLUSTI SECTION VIEW BLOCK (12" X'1 2" OR 16" X 16") SOLID GROUT 6' (4) - # 4 REBAR MAX i (ONE AT EACH CORNER) { ALL FOOTINGS ADJi:CENT TO E SLOPES TO BE AT LEAST 5' TO I DAYLIGHT AS SHOWN BELOW. `f MIN 124" REBAR �f OVERLAP S< ly SOTTO' 5' MIN- - OF FOOTING FOOTING REEiAR SHALL .1111 A MIN. 6" LONCr 20„ HOOK -D A 1,1111. CONCRETE COVFR OF 3". 27" CHECK WITH THE BUILDING DEPARTMENT TO VERIFY IF A BUILDING PERMIT IS REQUIRED. WHEN A BUILDING PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING THE EARTH/DIRT. 2) REBAR/PRS-GROUT; VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL.; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES'NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS, M F O1 LIMITATIONS: 1. PILASTER SPACING SHALL NOT EXCEED 20 FT. WHEN OTHER INFII.,L FENCING IS ATTACHED. 2. ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY SE ATTACHED TO PILASTERS. SOLID TYPE FENCING MAY NOT 13E ATTAGFiLD TO PILASTER. 3, GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200# MAX. WEIGHT AND 4 F. MAX. WIDTH PER PILASTER. 4. THIS PILASTER DESIGN IS INTENDED TO BE USED ONLY AS A FENCING FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS. 5. FENCE HEIGHTS ARE REGULATED -- CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 6. INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES REQUIRE ELECTRICAL PERMITS AND INSPECTION, 7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED AND ENGINEERED FILL. S. FOR DESIGN PARAMETERS, SEE FREESTANDING BLOCK WALL STANDARD. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 04 � �5� w R i if } Vol �ro MASONRY PILASTER PHONE (760) 777-7125 FAX (760) 777-7011 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 10/9/2014 1 COMMUNITY DEVELOPMENT DEFT, PAGE I OF I FOOTING OPTION "A" A fa' N A 24" ►: FOOTING OPTION "B" #4 HORIZONTAL- REBAR (USE BOND BEAM JLOCiO #4 VERTICAL REBAR AT 24" MAX, SPACING (REBAR IN CENTER OF CELL) 4 HORIZONTAL REBAR CONTI ?" MAX. ABOVE TOP OF RETAI (USE BOND BEAM BLOCK ]N•I?E`PAINING PORTION OF WN 8" RIl OCK ROUT ONLY CELLS WITH REB/ 2) - #4 HomZON-TAL REUARE AT TOP OF RETAINING WALL (USE BOND BEAM BLOCK) RETAINING PORTION OF WALL 8"BLOCK (SOLID GROUT ALL. CELLS) OMIT HEAD JOINTS FOR DRAINAGE (FIRST COURSE ONLY) 3) - #4 HORIZONTAL REBARS i 4" #4 REBAR AT 24'• SPACING -• - - -- +'"I M1P/ITI I ii' NtIN. HOOKS AT END5 FOR OPTION -0-) I^-- - 32"- - THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT; BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT, NOTES: 1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION, 2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 3) ALL REBAR TO BE ASTM SPEC. A61 -5, GRADE 40 MINIMUM. 4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 1 I MAX A MAX 1 12" r 1► ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW, ROT -TOM OF 5' MIN FOOTING 'SEE PAGE 2 FOR ADDITIONAL INFORMATION` rJ) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 6) NOT DESIGNED FOR SURCHARGE LOADS FROM M ��yyyy VEHICLES OR STRUCTURES. - DISCLAIMER; ALTERNATE DESIGNS MAY BE POSSIBLE BLOCK WALL WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN �10 i {ia�y ATOP 2' RETAINING WALL IS AT THE USER'S RISK AND CARRIES NO 1'1ION}-: (760) 777-7125 7?I.4g5 CAUA TAMPIC-0 IMPLIED OR INFERRED GUARANTEE AGAINST LA IIINTA, CALIFORNIA 92253 FAILURE OR DEFECTS, FAX 760 ( ) 777-7011 IU/g/2oII orsrr.1 hncE:I OF REBAR PLACEMENT 11-LUSTRATI 0 N (SEEPAGE I FOR SPECIFIC REQUIREMENTS) (TYPICAL) FOR THE RETAINING PORTION OF WALL ALL CELLS TO BE GROUPED (TYPICAL) FOR NON RETAINING PORTION OF WALL ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (USE GROUT STOP MESH AS APPROPRIATE) Foo-rim, QPTIQN A, DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) = 30 PASSIVE SOIL BEARING (PSF) = 150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) = 1 500 WIND = 80 MPH, EXPOSURE C SEISMIC: NA=1 .3, Nv= 1.6. Z=O,A. SOIL PROFILE=SD FOOTING OPTION B --Po- (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP _�--► (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS ITY OF LA QUANTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANC 'E S BY� 1 ri F ray �.L� ___ -—��'�--�_—_—n�aLH�°L�, ��? •' - ." � •'/..� � r r ..S• tL n.Y B - � • F - (D ----------------- - -• - 11 ...,P,.. w - 11 - - r 20 — PE=90 �Nr I PAJ. •�.` 1 III` 7. ' � I V� 1A E=89 19 =90 a ' VACAN z :Jkl PA t •A' PAC - __ _--•+ - I . 7 0` Or (,)(,i wm& `f' + . s'+ `' v4S teLS rw •..Ru�w si�T^A+FN^�w Cw>e•s. q'rfW AVM. wp , �Iw• wn t.�, wf.e.awr[r. Rwfa s�r5. Mrs�r � w.w �v f� vV:+MeAH 4 Ab W e+pw sn b, oeM at u: � � � y.YA AAc'•M Mq / n N.w w r..n ba ab Iyw.•.ry :m w W I� N:o.. .. •AN ALaA•F'� Vr•�rr �'dv�✓FIP Ai i LA B PA f \y PA IU 1AUM LATROBE LANL.' „'%.ice _ SEE SHEET L-5 FOR CONSTRUCTION DETAILS SLATI MASONRY WA11 NOTES I GROUT ALL CELLS WITH STEEL SOLI) - IF RETAINING, 6ROUT ALL CELLS SOLID 2 6RCVT .MALL BE }.149 Ia MIIXY WITH A RATIO OF (I) PART CEMENT, (5) PARTS SAHA, (2) WATIl (fA OWAU 3. � TrM� fi`!M. �A1/M'. �.N't�'AI NRTF?M� IAIID RATIO SHALL CONFORM TO A-M. C210 4. REIXFO- NS STEEL SWELL BE OEFORAgD BARS CONFORMING TO ASTM Ably GRADE 40 5 CONSTRUCT III M— AND TRE, STEP FOOTINGS IN EVEN BLOCK IH.'RETEMS ►. AI,LQ.fta!'Ap1UNr4N CPM�II.Kt T ALL WORKMAN54IP ANO MATERIA' TO CONFORM TO GOVERNING CODE`S AND ORDINANCES B ALL STUCCO OR YLMPBLOCK —5 TO HAVE — HEAD •PINTS AT 32' O C. AT FIRST COJRPE AEOVE TRADE FOR DRmM 9 ALL FOOTINGS SHALL BE POJRED ON ­5 NATURAL SOIL OR COMPACTED FILL (AS% RELATIVE) 10 ALL SPLICES LI-NR THIN TO HAVE A CE5 TO E 40 BAR DI 45 BA OVERLAP AT DIAMETERS ALL RETAINING FALL 6'LIGES TO BE A MINIMUM OF ALB BAR DIAMETERS li OOIEL5 SHALL BE AT LEAST SCUAL IN SIZE AND SPALINS TO VERTICAL BARS I2. AADM01'YLR'3'l.[LI[•tTALG N•T [p:/OWWaDA4.i/N. CYl.Nq =+NW'AL.SIH�N ASXOP L l UWp,,lTE fK;p�Y �µ STAADARDS 13 PORRAND CEt4TT SHALL CONFORM TO ASTM. C150 .14 CONCRETE SHALL HAVE A MNI" COMRtEJIVE STRLTk5TH OF 3500 IS AT 2B DAYS 15 PROVIDE EXPANSION JOINTS IN F I-5 AT —' O C MAX 4, lFSL IIOIIIt1iN5 W aCERM04 v4l MR lJ1EVml FINSH 61RAOIN'b NOTES I 5LOPE ALL DRAIN LINES AT A MINIM.M OF'6 % 2 ALL DRAIN LINE AUCTIONS AND CHAN6FS OF DIRECTIONS TO BC MADE WITH 45° OR SLEEP TYPE ELLS 3 PROVI510N5 FOR POSITIVE DRAINAGE OF ALL LANDSCAPED, AREAS TO TAKE PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAN 4 HOLD FINISH GRADE 146° BELOA FINISH SURFACE 5 SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN - 2% PREFERRED 6 SLOPE ALL FINISH SURFACES AT A MINIMUM OF I% TO DRAIN T ALL MAT ALS AND r ORK IANSNIP IS TO CONFORM TO GOVERNING CODES AND ORDINANCES B SLOPE IN LAIN AREAS 15 NOT TO EXCEED5:1 R HOLD FINISH GRADE A MINIPHW OF 4- BELOA TOP O= AALLS, 6' BELOW FINISH FLOORS OF SLABS AND 12- BE-0A F HISS FLOORS ON CONVENTIONAL WOOD FLOORING 10 PROVIDE DRAINLINE GLEPNOVT5 AND/OR LATCH BASINS AT A MINI" OF S OC - AT EVERY CHANGE OF DIRECTION II _NI ON DRAIN LINES A MINIMUM OF B' BELOA FINISH GRADE SURFACE 12 RAMPS INTO WILDIN55 NOT TO EXCEED A SLOPE OF 1:12 OR 03% GRADIENT 13 PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT CONSTRUCTION NOTES REFER TO FINISH 6RADINS PLANS FOR CATCH 15ASIN LOCATIONS 2 ALL CONCRETE TO BE 55 SAC,< MIX TO OBTAIN A FI NIMIIM WMPRE551VE 5TRENGTH OF 2500 PET AT 26 DAYS 3 ALL CONSTRUCTION TO BE PLUMB AND TRUE VNLE55 OTHERWISE INDICATED 4 VERIFY WITH THE PROJECT SOILS EN6UNEER THE NEED FOR REIN'FORLIN6, BASE MATERIAL, PRESATTRATION, ETC FOR WALK„ STAIRS, AALL FOCTIN65, ETC. 5 ALL MATERIALS AVCOYSTRUC.TION' TO CONFORM TO APPLICABLE NING GOVERCODES AND ORDINANCES 6 ALL CONCRETE PAVING TO BE A MINIMJM OF 31/2' THIGK, COLORED CONCRETE -INTEGRAL COLOR, EXPANSION JOINTS, AT Bb' O.C, UNLE55 OTHERWISE INDICATED T• ALLOW FOR ADJOINING CONSTRUCTION B PAVING AND CONCRETE r ONFACTOR5 ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICIAN DRAIN LINE SUBCONTRACTOR AND LRRIGATION 5U5C0NTRA0TOR FOR 5-EEVIK6, PIPING AND COVDUIT UNDER ALL PAVING FINISH MATERIAL SGHEDULE POD',.: 5-'5cmee Mld'Il 5W ' BY'; T 211M8RELLA SLEEVES, 3 POOL LIGHTS, WATERLINE TILE TO BE: OCN-BEACONS IXi 2 SPA. •i�l'lR LHfX t'M, ii 5ZaWJT* ANO 4 CALF JETS AND I J6M 3 DECKS ANC, /lALKY1AY5 12'X24• Ml TRAVERTINE W TH A HONED FINISH 4 FIRE PIT- PER DETAIL FON SHEET L-5 5 COJRT YARD WATER FEAT'1T P PER DETAIL F' ON SHEET L-5, 6 MOTOR CURT AND DRIVEAAY: VILLA EXPRESS SET TISCANY COLOR D END WITH A 1I BAND T BOALS: &.k G.te fto is Caro www.qulcNcretexom, I"." wleeNauicktrete com, WI Tel: 954-131 -b240, LA JOLLA RANTER (61R-LE613P) HARVE5T COLOR LONG VOR-LJ3613P - MT x 14-H ,PER DETA L 'J ON SHEET L-5, a 3 _ ow - IbIIk T"I'? F LA74 * ®1M --- ruA. _ L PI f "� s l Li.i� [� LEGEND — ..... ���• � revaez sEcnv. �—--_ �ig�,� vcwtcsaa•tow I -- t • MI ltEVATbN SHEET• L—I — y W1LnE GE£ NRBR — DATE: 1-20-17 P.A —F,N nRn WORTH SCALE: I/B" = I'-O" Cl7N5TfIlCI-ION PLAY_,.