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BPOL2019-002178-495 CALLE TAMPICO T-ih/ D e(P Quwo LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: POOL/PRIVATE Application Number: BPOL2019-0021 Property Address: 78350 VIA SEVILLA APN: 604201017 Application Description: TOMBAKIAN / NEW SPA AT REAR YARD Property Zoning: Application Valuation: $35,000.00 Applicant: KANCUN POOLS AND SPAS INC 80-554 WILLOW LN JqN 5 2019 INDIO, CA 92201 CITY OF LA QUINTA DESIGN & DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C53 GLicense No.: 7978 Date: ®7 Contractor: OKI OWNER -BUILDER DECLARATION 1 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: Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/2019 Owner: PETER TOMBAKIAN 78350 VILLA SEVILLA LA QUINTA, CA 92253 Contractor: KANCUN POOLS AND SPAS INC 80-554 WILLOW LN INDIO, CA 92201 (760)397-7699 Llc. No.: 987978 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: Carri I MPT Policy Number: 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 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAG NLAWFUL, 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 behalfthis 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 city to enter upon the above -mentioned property for inspection purposes. Date: /� �S^� Signature (Applicant or Agent): Date: 1/25/2019 Application Number: BPOL2019-0021 Property Address: 78350 VIA SEVILLA APN: 604201017 Application Description: TOM BAKIAN / NEW SPA AT REAR YARD Property Zoning: Application Valuation: $35,000.00 Applicant: KANCUN POOLS AND SPAS INC 80-554 WILLOW LN INDIO, CA 92201 Owner: PETER TOMBAKIAN 78350 VILLA SEVILLA LA QUINTA, CA 92253 Contractor: KANCUN POOLS AND SPAS INC 80-554 WILLOW LN INDIO, CA 92201 (760)397-7699 Llc. No.: 987978 Detail: ADDITION OF NEW SPA, AND BARBEQUE ISLAND TO EXISTING POOL AT REAR YARD [DENISE POELTLER ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.68 Total Paid for ELECTRICAL: $53.36 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $308.99 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 Q"Cra ta GEM ofshe DESERT - PERMIT # 2-G(c( ,-- 002 ) PLAN LOCATION: Project Address: 78350 Via Sevilla Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: 604201017-1 Addition of new spa to existing pool, new BBQ island with 3/4" poly gas line & 14 ga trace wire. New 2" poly Applicant Name: Peter Tombakian gas line w/ 14 ga trace wire from main service to Address: 78350 Via Sevilla equipment location City, ST, zip: La Quint CA 92253 Telephone: Email: Valuation of Project $ 35,000 Contractor Name: Kancun Pools and Spas Inc New SFD Construction: Address: 80554 Willow Lane Conditioned Space SF City, St, zip Indio CA 92201 Garage SF Telephone: 760-397-7699 Patio/Porch SF Email: kancunpools@gmail.com Fire Sprinklers SF State Lic: 987978 City Bus Lic: Arch/Eng Name: The Flying Buttress Construction Type: Occupancy: Address:77725 Enfield Lane Grading: city, st, zip Palm Desert CA 92211 Telephone: 760-772-4411 Bedrooms: Stories: # Units: Email: drpfly@aol.com State Lic: C33446 City Bus Lic: Property Owner's Name: Peter Tombakian New Commercial / Tenant Improvements: Address: 78350 Via Sevilla Total Building SF City, ST, zip La Quinta CA 92253 Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 MAIN DRAINS TO BE T APART WITH ANTI -COVERS 10" ASMEIANSI APPROVED P OL SPEC NOTE: BLOCK PROPERTY NEW B' X B' RAISED SPA AT +18" WITH - 2 6 ~ WITH TRAVERTINE COPING AND A 36" i "ALL EQUIPMENT WILL SHALL BE SEISMICALLY BLOCK RETAINING WALL AT+18" WALL AT+60" WIDE TILE SPILLWAY POOL SIZE ANCHORED WITH STUCCO FINISH 2. MASONRY EQUIPMENT WALL SHALL BE BUILT PER CITY STANDARD SPECIFICATIONS NEW BBO ISLAND AT +36" WITH I• 7, .1T POOL $ AGE AREA 3. ALL 4F1 OUTLETS WILL BE WEATHER AND TAMPER TRAVERTINE AND WHITE VENEER FACES L PERIMETER PROOF 8 12" WIDE HANG OVER CANTILEVER .18- ., a. RAISED DECK AREA AT+12" A ALL OUTLETS SUPPLIED BY SIN4LE-PHASE, 15A AND 7, 6- 20A, 12-SV OR 240V BRANCH CIRCUITS FOR SWIMMIN4 +3s m RAISED STEP POOL PUMP MOTORS ARE REQUIRED TO HAVE 4FC4 1 - PROTECTION II' tr N 7 x 1' 5. WORKIN4 CLEARANCE SPA SPECS PROVIDE 36" FOR THE POOL �"'�y 1 C) I EXISTING EQUIPMENT MOTORS ARE REQUIRED . POOL 5 3/4" POLY-ETHELENE GAS LINE WITH 14 AWG YELLOW TRACER I 0 C) POOL SAFETY 6ARMER: m ESIr ALARMS NEW STEPS 5ELF-CLOSIN4 PAVER p C � SPA SIZE Tx P SELF-LArulwc o00RS _ _ _ NEW TRAVERTINE SPA SURFACE AREA 44 SO FT FICUS ! COPING ON POOL ■ ` ' 1S — NEW ALUMNAWOOD A / �f PATIO COVER O ETER SPA PERIM28 LIN FT \ Ii - Y •�� �vY 7 1 SPA TO 13E EQUIPPED WITH ANTI -ENTRAPMENT DEVICE (SEC. 1404 FEDERAL ;1 FICUS /'1 ITI Z� rn L \ / PLUMBING SWIMMING POOL AND SPA DRAIN COVER STANDARD) © II 1�'° o m ® D POOL PUMP z ® < 0 O EXISTING I I TRELLIS COVER `m O �2 C COVERED PATIO , II SOLID PATIO FILTER 2 PROVIDE LOCATION OF ANTI-ENTRAPMENT/VORTF-K COVERS MEETIN4 EXISTING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND li NEATER OR THEE ( ASME).ALS IDENTIFY A MINIMUM 3(ASTM) FEET- SEPARATION BETWEEN ALL DRAINS RESIDENCE II CONTROL SYSTEM AND NOTE HYDRAULICALLY BALANCED I� I li SKIMMER it LIGHTS I' SAFETY FEATURES: R ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS DF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS DR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) II 2"POLY-ETHELENE GAS LINE I' WITH 14 AWG YELLOW TRACER ELECTRICAL: II EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26. I, 1" ELECTRICAL CONDUIT FOR 10 GAUGE II WIRING TO POOL EQUIPMENT 201 6 CALIFORNIA BUILDING CODE(BASEDON20151BC) I I, 201 6 CALIFORNIA MECHANICAL CODE (BASED ON 2015 UMC) I II CONDUIT AND GAS LINE SHALL BE 18" 20 1 6 CALIFORNIA PLUMBING CODE (BASED ON 2015 UPC),.-, BELOW GRADE RESPONSIBfI-(TIES- OWNER` . err.wy,<r n.c arreorwA-r vvc. oRsun. 201 6 CALIFORNIA ELECTRICAL CODE (BASED ON2014 NEC) nevanv>r n*.rnc orl.nvpvr 201 6 CALIFORNIA ENERGY EFFICIENCY STANDARDS I II 6 KRte rNnr a -W, Rv�Oi m 'ORII uxrrxr,.uuio cuucrr+v�lsoReeJrcrc. we owvke rccwm.uerw(rcxs. oRlvewals, wwax I GOVERNMENT CODE SECTION 4216.2, (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON I oa on nr>k wrin •ar. PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL I I' rcr wiwx wrr e+s slreelwr ceAxr cute nnlLr roR scrrJr Hors wrc. a INrr..eJ,<n NOTIFICATION CENTER, LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR GAS METER v •nvl. mAc�rr wcr EIVAV +rr 10ua nwAcr DAYS, PRIOR COMMENCINGG THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED I yr cop.e.weoWe urPA.rJlrxr ELECT PANEL INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE - I . au. rna uptnw�*ter,u- ca s.ee�r.oa Hors• IfQilOW kfLT4,JG✓i EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR OTHER SUITABLE MARKING THE ARE TO BE EXCAVATED I _ I r. ow>rRR ,mwloN.s+c+x, root-,wm wurr,tcwr a �."u"AD ,xe Rnrdmu6rtu[.�.w I u..w n- INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL � REc�IVED ��cI��A'r� IA'C� RESIDENCE I'll COMPLY WITH SECTION 114-MANDATORY REQUIREMENTS I ' I EXIT ALARMS TO f3E INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO THE POOL DRIVEWAY 2 � RED, 7&35VVIA SEVILLA ,JqN 3 LA QUINTA, CA =53 POOL HEATER, POOL EQUIPMENT SHALL I3E INSTALLED � � PER MANUFACTURE'S RECOMMENDATIONS AND IN ' CM OF LA QUINTA � ACCORDANCE WITH LOCAL REGULATIONS L COMMUNITY DEVELOPMENT BUILDER Y - - - - - .bra N VIA SEVILLA�' Know what's below. W E � Cal before you dig. Do �¢ POOL FLAN +-'Iola _1, s lie' BLOCK RETAINING WAL WITH STUCCO FINISH NEW BBQ ISLAND AT +36" WITH TRAVERTINE AND WHITE VENEE 3/4" POLY—ETHELENE GAS LINE WITH 14 AWG YELLOW TRACER FEDERAL EXISTIM COVERE TING kND NGINEERS DRAINS O A O KMIJCU JrN M I * 16 VVI I M I TRAVERTINE COPING AND A 36" : TILE SPILLWAY RAISED STEP W STEPS W TRAVERTINE PING ON POOL ELLIS COVER US LID PATIO m I Cmr- -- I O <04 K c MZ cz► mo*off >Mrj z n -r7 Cif m �0 � z CIO RECEIVED � a JAN 2 2 REC -3 -� CITY OF 1.A QUINTA COMMUNITY DEVELOPMENT th& f ly;,ng, mire, 77725 Enflerd Lane. #130 PaIM Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 L �f�°i�arT r LA QUINTA 1NCa DIVISION REVIEWED FOR CODE COMPLIANCE BYW DATE ! ! PETER TOMBAKIAN LPAGE REVISED_ 5evlllo Lo Quints KANGUN POOLS RECEIVED ; 50-554 AIIIOW Lane Indio, GA g2201 'Ail r ('760) 5q7-7601q JAN 22 REC'[1-zo Ie ifTRUn71JQ,4L GALCULA710 N5 N I RV G : I. DETAIL "A": 2. DETAIL 5. DETAIL 1-Y OF 1L1 QUINTA, 2015 Int'l Buildingcode 2016 California Buiding rode Retro-Plt 6" raised mall on existing bored beam. Add raised spa and bench at shallow end_ Extend new steps at existing steps. Sal S IMF RMATIDN NO SOILS REPORT PROVIDED. USE DEFAULT VALUES IN TABLE 1606.2, GBC 2016. OWNER/GONTRAGTOR AG4EPT5 ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. 5011 Glosslficatlon = 511ty sand, Sandy silt (SP, 5M, SW) 5011 Bearing Pressure = 1500 PSF Gantlnuous Footing (Increase 1/3 Equlvalsnt Fluid Pressure = 55 PGF for SEISMIC/WIND) 511ding Coefficient 0.25 (Gantilevor Wall revel Backflll) = Passive Pressure = 150 PSF/FT OONGRETE 5 1r5TH WT = 150 PGF f' c = 2500 P51 28-00y Compressive Strength, Water/cement Ratio = 0.50 MAX TYPE II/V CEMENT R i N R I N6 5 E �v PROF ASia� F y = 40 K51, Grade 40, A5TM A615, #5 BARS OR GREATER k.4 �c� R' O''lF � SPECIAL DEPUTY IN5PFGTION REQUIRED FOR RETRO-FIT STEEL q C -33446 51MPSON SET-xp ADHESIVE EPDXY (ICC-E5R-25O$) MI5G L__ WATER PRESSURE = 62 S PGF 1-20 • zo Fq fT 15 THE FULL INTENTION. OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO 7HE GALIQ, LDING GD>7E, 2016 EpiFION, THESE CALGUL aTIONS raHALL 6dVE=}2NE STRUCTURAL PORTION OF THE N{ORiCEN6 DiZAyVINGg. INHERE ANY DISCREPANCIES OCCUR C32TV4EEN THESE CALCULATIONS AND THE y4OR}C3 YvI DRAN65, THE ENGINEER SHALLBE NOTIr1ED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN, THE STRIJGTURAL CALGULA7I0115 INCLUDED ARE FOR THE ANALYSIS ANO DES16N OF THE F'Fz iMARY STRUCTURAL 5'rSTEM. THE ATTACHMENT OF VENEER AND NON-5TRUCTURAL ELEMENTS 15 THE RESPONS1B11-11`f OF rHE ARGHITEGT, UNLE55 SFECIFICAiLLY 5HOyVN OTHERINI5E. THE ENGINEER AS51UME5 NO RE5PON51B1LITY FOR AOR< NOT A PART OF THESE GALGiJI.ATION5 NOR FOf2 iN5PEOT1C7N TO awN5dJ12E CONSTRUCTION ire P'ERFOF2MED IN AGGDRpANCE WITH THESE CALCULATIONS, OR rIELi7 INVESThSATION SERVICES AIRS p RETAfNEUNDER A SEPARATE CONTRACT. STRUCTURAL OB"RVATION S7- thR1 fuyc*l f butt k 77725 Enfield Lane, #130 Palm Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 cirpfly@not.com CLIENT: BA515 OF DE51 GN {, e BY3PA DATE,--' PETER TOMBAKIAN REVISED 15550 Vla 56VIIl0 La G2ulnto KANCUN POOLS 50-554 WIIIoW Lane Indio, CA 012201 ('760) 5q,7--r6gq CODE INTERNATIONAL BUILDING (ODE (15G), 2015 EDITION CALIFORNIA BUILDING CODE (05G), 2016 EDITION 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS STEEL MANUAL OF STEEL CONSTRUCTION FOURTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC 541-10 FOR ALLOWABLE 5TRE55 DESIGN AN51/AISC 560-10 WELDING AW5 0.I.I/01.1M (2010) AMERICAN WELDING 50CIETY # let -IQ I PAGE^vim OF CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 516-14, AMERICAN CONCRETE INSTITUTE (ACI) WOOD NATIONAL nE516N OF 5PEGIFICATION5 FOR WOOD 0ON5TRUGTI0N ND5-2015 EDITION, NATIONAL FORE5T PRODUCT5 A5500IA7ION N05-2015 517PM ANSI/NFoPA, AMERICAN PLYWOOD ASSOCIATION (APA) MASONRY TM5 402/602-2015, MD6-8 (2015), ACI 550-15/ASCE 5-15 TRUSS PLATE AN51/TPI 1-200'I FACTORED LOAD COME31NATIONS FOR REQUIRED 579F.116TH DE IGN ACI 516-14, TABLE 5.5.1 LOAD COM5INATION5 (EQ. 5.5.Id) U= 1.2D + I.OW + I.OL WHERE E= EARTHQUAKE D= DEAD LOAD (EQ. 5.5.1) U= 1.2D + I.OE + I.OL + 1.4F L= LIVE LOAD (EQ. 5.5.8) U= 1.2D + I.OE (or LON + I.OL + I.6H H= LATERAL EARTH W= WIND F= FLUID BLOCK RETAINING WALL AT +18" WITH STUCCO FINISH NEW BBQ ISLAND AT+36" WITH TRAVERTINE AND WHITE VENEER FACES 314" POLY-ETHELENE GAS LINE WITH 14 AWG YELLOW TRACER FEDERAL TING kNv NGINEERS DRAINS PAVER FICUS EXISTING COVERED PATIO 0 WALL AT +60" EXISTING POOL EXISTING RESIDENCE rvtVV 0 A 0 "i tU bf-A A i 110 M I N WITH TRAVERTINE COPING AND A 36" WIDE TILE SPILLWAY NEW STEPS NEW TRAVERTINE COPING ON POOL TRELLIS COVER FICUS SOLID PATIO diel fLycvLw T»�"k 77725 Enfleld Lane, #130 Palm Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 drpfly@aol,com CLIENT: 2-#5 BARS HORI Z. CONTINUOUS (TYP.) 0 wp _ _N Q§2 � I BY. h��x` _ ;f DATE A r� PETER TOMBAKIAN REVISED _ "76350 Via 5evilia La Qulnta KANCUN POOLS 50-554 Willow Lane Indio, GA g2201 ('760) 5411-1601ci #5 DOWELS AT 12" O.G. (YP) 6" F / 'r ❑ PAGE or. _ C - r � + WATER SURFACE FIN. GRADE I I I m WATERPROOF GOLD JOINT DOWEL INTO EX. BOND BEAM WALL 4" MIN. WITH 51 MP50N 5ET-XP EPDXY EXI5TING'�i 1 (ESR-2508) POOL WALL/, . I 5PEGIAL IN5PEGTION CGUNITE 5TRENGTH: f'c = 2500 PSI MIN. AT 25-DAY5 STEEL 5TRENCGTH: Fy = 40 KSI, GRADE 40, A5TM A615 MIN. LAP: #5 BAR = IS" 5GALE: I" = 1'-0" RETRO—FIT RA 15ED BOND BEAM 1 A th& f lyfhv irutwew 77725 Enfleld Lane, #130 Palm Desert, CA 92211 (760) 779-4411 FAX (760) 772-4409 drpfly@aol,com CLIENT: a .,Opp DATE G _ PETER TOMBAKIAN REVISED '76550 Via Sevilla Lo Oulnta KANCUN POOLS 50-554 Willow Lane Indio, CA 012201 (11(00) 5q-T-160101 15" 3" GLR. _ #5 BARS VERT. RAISED SPA AND HORIZ. AT 12" O.G. (TYP 2 CURTAINS) #5 BARS VERT. AND HORIZ. AT 12" O.G. a T °-�G il: LAP EXISTING POOL STEEL 10" INTO NEW SPA FLOOR ROUGHEN POOL WALL 5URFAGE, REMOVE ALL DUST, — AND WET 5URFAG3= PRIOR TO ADDING NEW &UNITE DOWEL INTO EX. POOL WALL 4" MIN. WITH 51 MPSON 5ET-XP EPDXY (E5R-2505) _SPECIAL INSPECTION Q'D I �l I 4 f' a = 2500 PSI 26-Day Compressive Strength TYPE II/V CEMENT STEEL F y = 40 K51, Grad® 40, A5TM A615 #5 BAR MIN. LAP = 15" 2015 Intl Building Gode 2016 Gallfornio Building Coda WATER SURFACE N R. rCL ADD BENCH R. #5 BAR5 VERT. AND HORIZ. AT 12" O.G. (TYP) :---I EX. POOL FLOOR SCALE: 1/2"-1'-0" RETRO—FIT BENCH AND RAISED SPA � B then f ty6vuj, bmtt-re&k 77725 Enfield Lane, 4130 Pala Desert, CA 92211 (760) 779-4411 FAX (760) 772-4409 drpfly@aol,coM CLIENT: DECK SLOPE TO DRAIN EXISTING DOWEL #5 BARS! INTO EX. POOL WALL EMBED. = 4" MIN. , USE 51MP50N 5ET-XP EPI (ICG REPORT ESR-2508) SPECIAL INSPECTION REr R ,�� PROJECT BY . DATE,_. °• i, REVISED PETER TOMBAKIAN 16550 Via Sevilla La Gulnta KANOUN POOL5 50-554 1AIIIIov4 Lane Indio, GAS g2201 ('760) 5q7-'i6gq jr.- o-j� L a PAGE_ ('" or� 2015 IBC 2016 California Building Code #5 BARS VERTJHORIZ. AT 12" O.G. (TYP) EXISTING WATER FLOOR SURFACE 1 5" GLR. rrP) p U " GLR. z 3 (TYP) p J Q d PUNCH 6" DIAM. DRAIN HOLES (4 MIN) C 0Nr,R i �GUf � ) S R NC�Tfa f' a = 2500 PSI 28-0ay Compressive Strength TYPE II/V CEMENT STEEL,F 9 = 40 K51, Grade 140, ASTM A615 SCALE, 1/2" = 1'-0" #5 BAR MIN. LAP = 18 NEVI EXTENDED 5HELE AT EX 15T1 NG POOL 5TEP5 G