The URL can be used to link to this page

BPOL2019-004378-495 CALLE TAMPICO c% D 4 4" LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: POOL/PRIVATE Application Number: BPOL2019-0043 Property Address: 81630 SHACKLETON WY APN: 767690034 Application Description: DUDUM / POOL [2] SPAS [1] WATER FEATURE Property Zoning: = cv Application Valuation: $85,000.00 Applicant: D A & N POOLS INC MBAR 06 PO BOX 12558 PALM DESERT, CA 92255 I C1TY��IQI��°`• � ryry��AA��yyAA ss 4rVi1'I'Y1J�lm-i+*'�r ��IRrar��A��a� 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 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: J�( Date: G +r4 Coot rattorr 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 Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/6/2019 Owner: JASON AND KIETH DUDUM 81630 SHACKLETON WAY LA QUINTA, CA 92253 Contractor: A & N POOLS INC PO BOX 12558 PALM DESERT, CA 92255 (760)340-2404 Llc. No.: 995620 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 war for which this permit is issued. 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: PREFERRQ PROFESSIONAL_NSURANCE Policy Number:ONa$5Z01 _ 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 bor ode, I shall forthwith comply with those provisions. Date: / Applica WARNING: FAILURE TO SECUR ORKERS' 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 Cl ter u an the ve- mentioned propertyforinspection purposes. Date: £ ( Signature (Applicant Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: A & N POOLS INC PO BOX 12558 PALM DESERT, CA 92255 BPOL2019-0043 81630 SHACKLETON WY 767690034 DUDUM / POOL [2] SPAS [1] WATER FEATURE $85,000.00 Owner: JASON AND KIETH DUDUM 81630 SHACKLETON WAY LA QUINTA, CA 92253 Contractor: A & N POOLS INC PO BOX 12558 PALM DESERT, CA 92255 (760)340-2404 LIc. No.: 995620 Date: 3/6/2019 ---------------------------------------------- ------------------------------------------- Detail: POOL, SPA, AND [2] ADDITIONAL SPAS AND [1] WATER FEATURE [YAO ZHANG ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE, FIRE FEATURES, OR BBQ. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $4.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $4.00 DESCRIPTION ACCOUNT CITY AMOUNT DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $600.36 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: $909.35 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 tea Qa&ra I afrh, DESERT -- PERMIT # Q L, r �-+► PLAN LOCATION: Project Address: 81630 ShaCkleton Way Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: New swimming pool, Spa(s)and Fountains Applicant Name: James k. Norris c4S !Z 19V-1'T , o 1 Address: 74866 Velie Way. #4 City, ST, Zip: Palm Desert, CA 92260 Telephone: 760-340-2404 Email: anpOO1S@outlook.com Valuation of Project $ $85,000.00 Contractor Name: A&N Pools, Inc. New SFD Construction: Address: 74866 Velle Way #4 Conditioned Space SF City, St, Zip Palm Desert, CA 92260 Garage SF Telephone: 760-340-2404 Patio/Porch SF Email: anpOO1S@outlook.com Fire Sprinklers SF State L City Bus Lic: Arch/Eng Name: Universal Engineering Construction Type: Occupancy: Address: 1700 Gerry Pkwy # 106 Grading: city, st, zip Santa Ana, CA. 92705 Telephone: 949-788-0424 Bedrooms: Stories: # Units: Email: State Lic: 74572 City Bus Lic: AL c-rA I JcSn.r0v1)r)t4 Property Owner's Name: S*UXYV!( Residence New Commercial / Tenant Improvements: Address: 81630 ShaCkleton Way 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 OFFICE USE ONLY # Submittal Req'd Rec'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 s v v•o v v v vo v� 'vo vvvvvvv' vv ovovvvv� vo vvocv ovt) vvv vim!^ vo ovvv vv v vv vv vv ov oo0vov°v vvvvvvv vv 'vvvvvo vv vvvvv vovo 'vvv vvvvv vvo vvvovv v vvvvvvv v v vv'vuv vavc v v v o v u v v v v vv vvvovv v vvvvvvvvvv' 7 v v v v v v v v v v v v ovvvvvvvvv< 'v'vvvvv vv v vvvv ... v ELIvv coo 7v7v vvv v v v v v v v v o v I vvvvv vv evvv 'vv ovvv vvvvv PA A EN M Ire :::►�' U1__1L I LOT I LOT 41 (PAD=993.2) (VACANT AT TIME OF SURVEY) PA G4I�e li ►�s.�r�l��q PA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE Ja - - K Jac ran _ _ I Tre -- - -- LLL L _ LI - =_ - -- ------- At v ' Tree e PA o - r 8 WI a P a FF� PA oopoo oo°, a - PA a .I u' J_I I - ..:. '-e' 4' 2' _Se• 7 - - DRIVEWAY 000000g0000a� vovo _ 4a o0 z - _ ° °`'••'.....•, P �< a ° ">r`.��o°oe°og° au' PA _ P5� Q vavvgv _- .....-...- ... -._ -... _ -. I -_ vvvvvvvvvv vvvvoly Y v v v v v v - v v v v p v 777 / % v v v v v v v v v v a v v v v 'vvvvvvvvvv `vvvovv m I Fr V. 1p' i li t li' r♦\ n 'vvvvvvvvvv dvovvv� � 'vvvvvvvvv vv v v v v v vvvvvvvvovv .� !! �'.; "" ,•�, °Os°�o vvvvvvvvvv vv vovo m , kr, i,zw `b ovvv vvvvvvv y,v�vvv 'vovovvvv I , WG pvov ovovvvvvv�bl vvvovv ` 'vvvvv_ 1 -. .µp Fs� 12, 8• , I ` °°°°°�, p v.:•'�' ✓ WAy. vvvvv v a v vvo vvvvv vv S * I ° r o :•<•:: ° :"' . . e � � 'vovo vvv PA vvv vvv L .Y - I n °Oo°o °o°dz°°°oo°n�o°o \a vo vvvvv v ♦ ovo 'vvvvvvvvvvvv ovvv � p v v v v v _ _ m PA i °° • v♦ v v v v v v v v v v v v wv v v v v o. v v v o v v v v v o v v v 1251^v°z11251 k °°o° '•'�" V. v v v v v v J 3' "rT`�"�"` 'vovvvvovv vvvovv �peri- _ _ o°�o f d 'c � '✓.•.•.' vvvvvvvvvvvv o vv vv vv - ® ovvv vv vvo vv vv vv P A 6 a vvo vo _ - H g000 v vvv ovvv v -Little. _ i _- z •, i- i e i z z z a z i- ___ � B a '.r... -. ___ , ,.i ii zzzT - .-n u� a .m� n,e r R PA -- w°°�a°$ 4 ___ H�. Su�nr�e � - '`�G .. °00� MAILFO qq ✓'' _ �°�00%0001°10g8gogg°ooQog°g° ----------- °o%�%aC 8B° Pen So p0.Ce 'r>,� su sZ •, o/ o°o -° ° °°g °° goo z z z i z 2 z z z ��,-r <• �, o f°� , °o�'Oo ° r ° r - s 't tl � 4.'Mr- 0 i z i • si' c' . _moo e ns pro. rs i r n an o oO°°O°OO°°o A^� tip� o op 000''° ° Dm ° i•` 000°°e h - °0000000 t °a°o �OOo�1 r � .•:T 'Mu}n angnce'. , r J CONSTRUCTION NOTES FINISH GRADING NOTES 1. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS 1. SLOPE ALL DRAIN LINES AT A MINIMUM OF 'i % 2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM 2. ALL DRAIN LINE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE WITH COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 45 OR SWEEP TYPE ELLS 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE 3 PREEC DIEENCEFOR OF ALL TO TAKE LONDSCAPED INDICATED OVEROSITIVE MOUNDINGAINAGE AS DIAGRAMED GRADING PLANS 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR 4. HOLD FINISH GRADE 1 ''" BELOW FINISH SURFACE REINFORCING, BASE MATERIAL, PRESATURATION, ETC FOR WALKS, 5 SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN - 2% PREFERRED STAIRS, WALL FOOTINGS, ETC 6. SLOPE ALL FINISH SURFACES AT A MINIMUM OF 17o TO DRAIN 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING CODES AND ORDINANCES 7. ALL MATERIALS AND WORKMANSHIP IS To CONFORM To GOVERNING CODES AND ORDINANCES 6. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED 8. SLOPE IN LAWN AREAS IS NOT TO EXCEED 3:1 CONCRETE -INTEGRAL COLOR, EXPANSION JOINTS, AT 8'-0" O.C., UNLESS OTHERWISE INDICATED 9, HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALLS, 6" BELOW FINISH 7. ALLOW FOR ADJOINING CONSTRUCTION FLOORS OF SLABS AND 12" BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOORING 8, PAVING AND CONCRETE SUBCONTACTORS ARE TO COORDINATE AND 10. PROVIDE DRAINLINE CLEANOUTS AND/OR CATCH BASINS AT A MINIMUM OF 50' COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR O.C. OR AT EVERY CHANGE OF DIRECTION. AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING 11. HOLD INVERTS ON DRAIN LINES A MINIMUM OF 8" BELOW FINISH GRADE SURFACE 12. RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR 8.3% GRADIENT 13. PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT Important Notice - Underground Service Alert Section 421614217 of the Government Code requires a Dig Alert Identification Number be issued before a lR% to Excavate will be mlid, For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 tua working days before you dig. Construction contractor agrees that in accordance with generally accepted construction Practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. MASONRY WALL NOTES I. GROUT ALL CELLS WITH STEEL SOLID - IF RETAINING, GROUT ALL CELLS SOLID 2. GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (1) PART CEMENT, (3) PARTS SAND, (2) PARTS PEA GRAVEL 3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF (1) PART CEMENT, (1/2) PART LIME PUTTY, (4-1/2) PARTS SAND AND SHALL CONFORM TO A.S.T.M. C270 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. A615 GRADE 40 5. CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMENTS 6. ALLOW FOR ADJOINING CONSTRUCTION 7. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES 8. ALL STUCCO OR SLUMPBLOCK WALLS TO HAVE OPEN HEAD JOINTS AT 32" O.C. AT FIRST COURSE ABOVE GRADE FOR DRAINAGE 9. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL (95% RELATIVE) 10. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS I 11. DOWELS SHALL BE AT LEAS EQUAL IN SIZE AND SPACING TO VERTICAL BARS 12. MASONRY UNITS SHALL BE GRADE N-1 CONFORMING TO A.S.T.M. C-90, AND MANUFACTURED IN ACCORDANCE WITH CONCRETE MASONRY ASSOCIATION STANDARDS 13. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C150 14. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 P.S.I. AT 28 DAYS 15. PROVIDE EXPANSION JOINTS IN WALLS AT 25'-0" O.C. MAX. 16. WALL FOOTINGS TO BE CONTINUOUS UNDER GATE OPENINGS SEE SHEET L-5 FOR CONSTRUCTION DETAILS ro 0 FEB 2 S 2019 CITY OF LA QUINTA OMMUNITYC7"LOPMENT FINISH MATERIAL SCHEDULE 1. POOL: STONE SCAPES TOUCH OF GLASS SERIES FRENCH GRAY BOND BEAM TO BE VENEERED WITH Salt & Pepper txt Al2 (1) FROM NPT 2. POOL SPA & COURTYARD SPA: STONE SCAPES TOUCH OF GLASS SERIES FRENCH GRAY 8 UPPER BACK JETS, 4 LOWER BACK JETS AND 4 CALF JETS AND 1 LIGHT SPA : BOND BEAM TO BE VENEERED WITH Salt & Pepper 1x1 Al2 (1) FROM NPT 3. PRIVATE SPA : STONE SCAPES TOUCH OF GLASS SERIES FRENCH GRAY 2 UPPER BACK JETS, 2 LOWER BACK JETS AND 2 CALF JETS AND 1 LIGHT 4. POOL DECK AND SIDE PATIO SURFACE:23"5/8X 23"5/8 NATURAL STONE SURFACE OVER 4" CONC, SLAB 5. COURTYARD SURFACE: 23"5/8X 23"5/8 NATURAL STONE SURFACE OVER 4" CONC, SLAB 6. DRIVEWAY / WALKWAYS: STANDARD GRAY CONCRETE SEEDED WITH 3/4" SMOOTH BLACK MEXICAN PEBBLES 7. MOTOR COURT: PER GORDON STEIN 8. OUTDOOR SHOWERS: BUILT IN SHOWER BENCH TO BE VENEERED TO MATCH SHOWER SURFACE. CONTACT GORDON STEIN FOR ADDITIONAL MECHANICAL INFORMATION 9. FIRE PITS: CONTACT GORDON STEIN TO ORDER 10. FIRE TROUGH IN REAR OF POOL: 1" TO 2" BLACK MEXICAN PEBBLES OVER 1/4" GRAY GRAVEL: NOTE: THE FIRE ELEMENT IN THE REAR OF THE POOL IS THERE PER OWNERS REQUEST AND DIRECTION AND WAS INFORMED OF THE POTENTIAL FIRE HAZARD, ESPECIALLY IF LEFT UNATTENDED. �.. y Reviewed and Approved By: Yao Zhang,PE#7457Z REVISIONS w,. e�.l Ins - LEGEND - 0- - LUniversal Englneedng,Inc C VCI`ILJ Q- - A INDICATES SECTION L-4 INDICATES SHEET NUMBER SHEET ° /-INDICATES ELEVATION B L-5 INDICATES SHEET NUMBER DATE: 0 10' 20' 40' P.A.- PLANTAREA NORTH SCALE: 1" = 10'-0" rnl 1vcTul t` L7 O LU LU � U o E 7 on O N 0 N M ro d On N 7 C w � Q m ] � Cn � = 3 c M O --1 E- 4 C) O Job: Dadum Residence Eauipment Area 2 (At Garage) 81-630 Shackleton Way La Quinta, CA 92253 Pumps: A RA Dadum Pool/ Spa/Master Spa/Entry Water Feature/Entry Spa #2 Entry WTR FTR Filter Pump (Variable Speed Max Amps) 12 Amps Remodel Electrical Load Letter #3 Entry WTR FTR Effect Pump(Variable Speed Max Amps) 12 Amps #4 Entry Spa Filter Pump (Variable Speed Max Amps) 12 Amps Eauipment Area 1 (At Master Closet) #5 Entry Spa Jet Pump 1 - 12 Amps #6 Entry Spa Jet Pump 2 - 12 Amps Pumps: Heaters: #1 Main Pool Filter Pump (Variable Speed Max Amps) 12 Amps #1 Master Spa Jandy JXi 400 (Main Pool) .3 Amps #2 Pool/Spa Edge Effect Pump (Variable Speed Max Amps) 12 Amps #2 Entry Spa Jandy JXi 400 (Main Pool) ,3 Amps #3 Main Spa Jet Pump 1 -12 Amps Lights: #4 Main Spa Jet Pump 2 -12 Amps 1 - Master Spa 9-Watt 12 Volt (small aperture) underwater fixtures .75 ea. Heaters: .75 Amps #1 Jandy JXi 400 (Main Pool) .3 Amps 1 - entry Spa 9-Watt 12 Volt (small aperture) underwater fixtures .75 ea. Lights: .75 Amps. 4 - Pool 30-Watt 12 Volt (small aperture) underwater fixtures 2.5 ea. 10 Amps. 6 - 9-Watt 12 Volt (small aperture) underwater fixtures .75 ea. 4.5 Amps. 1 - Spa 9-Watt 12 Volt (small aperture) underwater fixtures .75 ea. 1.5 Water Treatment: Amps. Water Treatment: 3 - Spa Paramount Pool Ultra UV2 1 Lamp System, 9 Amps 1 -Pool Nature2 Fusion Soft Salt/Mineral System, 3 Amps Controls: 1 - Spa Paramount Pool Ultra UV2 1 Lamp System, 3 Amps 2 - Jandy RS Control System, Duel, with Sub Panel, 6 Amps. Controls: Total Load: 1 -Jandy RS Control System, Duel, with Sub Panel, 3 Amps. 93 Amps Total load o Ttal Load• A&N Pools request a 100 Amp service to pool equipment. 68.8 Amps, A&N Pools request a 100 Amp service to pool equipment. Dadum Residence Master Spa: 81-630 Shackleton Way. Main Drain Suction La Quinta CA 92253 Skimmer (FAS) Project: Pool with Attached Spa In Combination/Separate master spa/Entry Water Spa Return feature/Entry Spa Spa Jet Return Plumbine Schedule Pool/Spa: Entry Water Feature: Pool Main Drain 2'%"Sch, 40 Fas Skimmer Suction X 2 Pool Surge Tank Suction 3"Sch. 40 Main Drain Suction X 2 Pool Vacuum 2"Sch. 40 Filter Returns X 3 Pool Return 3"Sch. 40 Spa Bypass Return Spa Suction 2 %"Sch. 40 Effect Suction Spa Surge Tank Suction 2 %2"Sch. 40 Effect Return Water Wall Spa Return 2'%"Sch. 40 Effect Return Bubblers X 10 Spa Bypass Return 2"Sch. 40 Misc. Jet Suction 1 3"Sch. 40 Spa Gravity to surge tank Jet Return 1 3"Sch. 40 Pool Gravity to Surge Tank Jet Air 1 2"Sch. 40 Pool Autofill Return Jet Suction 2 3"Sch. 40 Jet Return 2 3"Sch. 40 Jet Air 2 2"Sch. 40 Deck Jet sparayers 1"Sch. 40 X 4 1/25/2019 Dadum Equipment List: Sanitation Svstems: Dadum Residence Sanitation Systems: 1- Paramount pool ultra uv water sanitizing system 81-630 Shackleton Way. 1-Jandy Nature 2 Fusion soft saline system FSOFT1400 Lighting: I La Quints CA 92253 1- Paramount pool ultra uv water sanitizing system 1 in spa - Jandy Pro Series LED Underwater Light, RGBW, Watercolors 12W 150' l I _Fect ro : r t Foo mth Attached m Spa In Combatton/Separate master spa/Entry Water Ltehtme: #4 Cord feature/Entry Spa Level Control: 4 in Pool - Jandy Pro Series LED Underwater Light, RGBW, Watercolors 12W 150' Equipment list: Cord Standard MP autofill Controls: 1 in Spa -Jandy Pro Series LED Underwater Light, RGBW, Watercolors 12W 150, VGB (Vireina Graeme Backer Pool & Spa Safety Act) Cord Jandy Aqualink RS/PS In -House Automated Control System: Shared system for Compliant Drain Covers: pool and attached spa in combination Level Control: Electronic level control with high level for infinity pools 1- 20" Full Circle Suction Outlet Cover and One -Port Manufactured Sump - Pool 1- Pool with attached spa in combination Jandy pure link sub panel 6614AP-L 1- Levolor Il K-2000 Level Control System Main Drain. FC XXX Color TBD 1- Separate master spa Jandy sub panel 6614-LD 1- Entry water feature Jandy sub Panel 6614-LD F 1- Entry Spa Jandy sub panel 6614-LD PoOUSDa Svstem: z W I 1- Jandy a pump Variable Speed Filter Pump VSSHP220AUT 1-Jandy a pump Variable Speed Edge Effect Pump VSSHP220AUT z 1- Jandy 2--horsepower Jet pump 1 SHP2.0-2 g 1- Jandy 2 horsepower Jet pump 2 SHP2.0-2 1-Jandy CV 580 Cartridge filter CV580 1' 1- Jandy pro series JXi 400,000 BTU heater JXI400N 1 Sensor-100' three probe in surge tank Entry water feature equipment VGB (Vireina Graeme Backer Pool & Spa Safety Act) 1-Jandy a pump Variable Speed Filter Pump VSSHP220AUT Compliant Drain Covers: 1 - Jandy a pump Variable Speed Effect Pump VSSHP220AUT 1- 20" Full Circle Suction Outlet Cover and One -Port Manufactured Sump - Pool 1- Jandy CV 340 Cartridge filter CV4600 Main Drain. FC XXX Color TBD Sanitation Systems: 1- 20" Full Circle Suction Outlet Cover and One -Port Manufactured Sump - Spa Main Drain. 1- Paramount pool ultra uv water sanitizing system Separate Master Spa system Lighting: 1-Jandy a pump Variable Speed Filter Pump VSSHP220AUT 6 -Jandy Pro Series LED Underwater Light, RGBW, Watercolors 12W 150' Cord 1- Jandy CV 340 Cartridge filter CV340 Level Control: Electronic level control with high level for infinity pools 1 - Jandy pro series JXi 400,000 BTU heater JXI400N 1- Levolor II K-2000 Level Control System 1 Sensor -100' three probe in FTN Entry Spa Equipment: 1-Jandy a pump Variable Speed Filter Pump VSSHP220AUT 1- Jandy 2 horsepower Jet pump 1 SHP2.0-2 i - Jandy 2 horsepower Jet pump 2 SHP2.0-2 1-Jandy CV 340 Cartridge filter CV4600 1- Jandy pro series JXi 400,000 BTU heater JXI400N Sanitation Systems: 1- Paramount pool ultra uv water sanitizing system Lighting: 1 in spa-Jandy Pro Series LED Underwater Light, RGBW, Watercolors 12W 150' Cord VGB (Vireina Graeme Backer Pool & Spa Safety Act) Compliant Drain Covers: 1-20" Full Circle Suction Outlet Cover and One -Port Manufactured Sump - Spa Main Drain. 2 %2"Sch. 40 2"Sch. 40 2 '/z"Sch 40 2 %z"Sch.'40 2"Sch. 40 2"Sch. 40 2"Sch. 40 2"Sch. 40 4"Sch. 40 2"Sch. 40 1"Sch.40 6"Sch.40 6"Sch.40 1"Sch.40 N t\ L r 15 r^ $ = Ma Q 00 m 120 M 1 1/4" 0 3 t CITY OF LA QUINT BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE BY 1" Spillover Notch Deck finish materials spec by deck installer, including a membrane of some kind Small expansion Joint between field and pool cap recommended /2" Expansion 5rn<, Joint Trough'±: between Interior r a {2tilr8ti?At39#ing:. sub deck graded to and pi shotcrete Pipe �_ i structure, required by pool contactor A'* N Pools, '11C. Dadum Residence Pool Filter Pump, Spa Hydro -Jet Pump. 81531 Shackleton Way Performance Curve Chart, New Pool and Separate Spa. La Quinta, CA 92253 Lot 42 B The Madison Club ePump Series High Head Pumps Full -Rated (4EP) Total Dynamic Head (Feet of Water) Pounds Per Square Inch (PSI) 120 110 1W DO m r0 80 50 N 30 A m 3 b " b 0s m za 10 13 10 e 0 0 ,o m 30 b b e'J M 90 re IN 110 1" 130 ,w IN IN fro 1W IN M 210 90 = M 263 Flow Rated, Gallons Per Minute GPM Pool = 18.270 Gal. 6 Hour Turn 51 GPM 7.3 Physical and Operational Specifications = Spa Hydro Jets - 10 @ 10 GPM = 100 GPM 7.3.1 Specifications Model No. I HP I Voltage I Watts I Pipe Size I Carton Weight Overall Lenoth 7.3.2 Dimensions 15 NOTE When installing a pump, leave a minimum of 2 feet of clearance above the pump for removal of the strainer basket. i is, ,�<r ice] E'<>t7ls, ItZc e� L0 Lij N 0+ U -� 0FI> >Q W Clef O J W W LU 1 00 z�< Q W U Z Q W LO Q Z - O ' ^ v I . 1- W Q W � Q Z to � CJ 0 �D Q 0 00 UNIVERSAL ENGINEERING,INC 1700 E GARRY AVE. STE 106 SANTA ANA, CA 92705 Reviewed and Approved By: Yee Zhang,PE #146 2 universal ;Englneeri nn,g.1ne a?i o � P w o � 0 JOB TITLE: POOL, SPAS, WATERWALL DWG OF: SPEC SHEETS / DETAILS JOB No: SHEET: A I - 1 190221-01 ' V OF SHEETS i� NPDES NOTES: GENERAL NOTES: _N I,00 ls, fnc. _ _ -- Notes must be shown as worded, on the title sheet of the plan. 1. ALL WORK SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE. 1. In the case of emergency, call 2. THIS DRAWING IS OF A STRUCTURAL DESIGN AND IT IS APPLICABLE FOR JFP at Work Phone # RESIDENTIAL USE UNLESS OTHERWISE INDICATED. ACTUAL DIMENSIONS SHALL 6" 4" 8" GAP or Home Phone # COMPLY WITH THE MINIMUM STANDARDS OF THE APPLICABLE SECTION OF THE"y 2. Sediment from areas disturbed by construction shall be retained on site using structural 2016 CALIFORNIA BUILDING CODES.,LOCAL, AND STATE CODES. ALL PORTIONS OF it controls to the maximum extent practicable. 3. Stockpiles of soil shall be properly contained to minimize sediment transport from the site THIS PROJECT SHALL COMPLATO HEALTH DEPARTMENT REGULATIONS AND FOLLOW ALL IF ANY MANUFACTURERS RECOMMENDATIONS. t \ U to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, orwind. 3. THE PROFESSIONAL CIVIL ENGINEER HAS APPROVED THE DRAWING BY 4. Appropriate BMP's for construction -related materials, wastes, spills shall be implemented PROVIDING A WET STAMP AND HAS SIGNED IN RED INK. ENGINEERING HAS BEEN to minimize transport from the site to streets, drainage facilities, or adjoining properties by APPROVED BASED ON PLANS AND INFORMATION PROVIDED BY � CN wind or runoff. CONTRACTOR, HOMEOWNER,OR AGENT FOR SAID PROPERTY. THE ENGINEER OR N 5. Runoff from equipment and vehicle washing shall be contained at construction sites REPRESENTATIVES OF UNIVERSAL ENGINEERING,INC HAVE NOT INSPECTED THE ` U unless treated to reduce or remove sediment and other pollutants. SITE UNLESS NOTED. CITY OF LA QUiNTA 6. All construction contractor and subcontractor personnel are to be made aware or the 4. DESIGN SOIL BEARING PRESSURE IS 1500 PSF OR PER PROVIDED SOILS REPORT (E) RESIDENCE BUILDING DIVISION V Q U required best management practices and good housekeeping measures for the project RECOMMENDATIONS ALL APPLICABLE CODES AND ORDINANCES SHALL BE OF THE REVIEWED FOR site and any associated construction staging areas. LATEST EDITION. A SOILS REPORT ALTHOUGH IN MOST CASES NOT REQUIRED, IS CODE O 7. At the end of each day of Construction activity all construction debris and waste materials shall be collected and properly disposed in trash or recycle bins. RECOMMENDED. UNFORSEEN CONDITIONS DO EXIST, 5. IT IS THE COMPLIANCE LL1 OWNERS RESPONSIBILITY TO ASSURE CODE COMPLIANCE. UNIVERSAL ((j LLJ 8. Construction sites shall be maintained in such a condition that an anticipated storm does P ENGINEERING JNC CAN PROVIDE CONSTRUCTION INSPECTION TO ASSURE o DBL CURTAIN 7ATE��BY % 0 not carry wastes or pollutants off the site. Discharges of material other than stormwater COMPLIANCE WITH THE CODES AND ORDINANCES. #4 @ 12" O C VERT. & HOIRZ. only when necessary for performance and completion of construction practices and 6. THIS STANDARD PLAN IS DESIGNED SOLELY FOR STRUCTURAL DISCIPLINE OF where they do not: cause or contribute to a violation of any water quality standard; cause ENGINEERING AND IT IS NOT INTENDED TO COVER OR SUPPLEMENT FOR DESIGN 00 J Z or threaten to cause pollution, contamination, or nuisance; or contain a hazardous OF NON-STRUCTURAL ITEMS SUCH AS ELECTRICAL, PLUMBING, AND MECHANICAL. substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. 7. LOCAL CITY AND COUNTY'S WILL REQUIRE NOTES THAT MUST BE ATTACHED OR M 5 9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes DRAWN ONTO PLANS, THESE ITEMS MAY INCLUDE: ERROSION CONTROL, SET ` 4 from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and BACKS, DRAINAGE AND NPDES, ECT. REQUIREMENTS SHOULD BE SHOWN ON SITE solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and PLAN AS NEEDED. w hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and oncrete 8. COPYRIGHT PROTECTED. ALL SHEETS,DETAILS,DRAWINGS,CALCULATIONS SHALL ' z wash water; concrete, detergent or floatable wastes; wastes from any engine/equipment NOT BE COPIED OR REPRODUCED WITHOUT THE ° steam cleaningor chemical degreasing and su erchlorinated potable water line flushing. 9 9 P P g WRITTEN CONSENT OF UNIVERSAL ENGINEERING,INC 6" 1'-8" V-6" During construction, permittee shall dispose of such materials in a specified and controlled temporary area on -site, physically separated from potential stormwater runoff, REINFORCED CONCRETE t ° < z with ultimate disposal in accordance with local, state and federal requirements. 1. ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM 1� � 1 7� 1 ° 10.Dewatering of contaminated groundwater, or discharging contaminated soils via surface TO CHAPTER 19 IN THE 2016 CALIFORNIA BUILDING CODE AND ACI 318-14 ° (2) #4 j\ erosion is prohibited. Dewatering of non -contaminated groundwater requires a National Pollutant Discharge Elimination System from 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 FOR SIZE #3 AND Permit the respective State Regional Water #4 AND GRADE 60 FOR SIZE #5 AND LARGER. EQ. Quality Control Board. 3. CONCRETE PER CH. 19 SHALL BE PROPORTIONED TO PROVIDED A MINIMUM %V�� V� 11.Graded areas on the permitted area perimeter must drain away from the face of slopes at COMPRESSIVE STRENGTH EQUAL TO 2500 PSI (28 DAYS). TYPE V CEMENT, �� BASIN 3" CLR' the conclusion of each working day. Drainage is to be directed toward desilting facilities. W/C = 0.45 OR PER PLAN AS NOTED. #4 @.12�O;C. . ' TYP 12.The permittee and contractor shall be responsible and shall take necessary precautions 4. SPECIAL DEPUTY INSPECTION IS REQUIRED ON SPECIAL CIRCUMSTANCES OR VERT: & HOIR� ' to prevent public trespass onto areas where impounded water creates a hazardous 3000PSI+ AS NOTED ON THE FOLLOWING SHEETS. condition.1-2 ;/LU 13.The permittee and contractor shall inspect the erosion control work and insure that the STRUCTURAL STEEL work is in accordance with the a PP plans. lans. 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36, U.O.N. i�i ;� %�'� 14.The permittee shall notify all general contractors, subcontractors, material suppliers, AISC 325-13 AND CBC 2203.1 lessees, and property owners: that dumping of chemicals into the storm drain system or 2. STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53, GRADE B. 2'-0" #4 @ 12" Z Q the watershed is prohibited. 15.Equipment and workers for be 3. STEEL TUBING SHALL CONFORM TO A.S.T.M. A-501 OR A-500, GRADE B. O.C.E.W. 3'-8" UJ � emergency work shall made available at all times during 4. STEEL PLATES SHALL CONFORM TO A.S.T.M. A-282, GRADE A. > the rainy season. Necessary materials shall be available on site and stockpiled at 5. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING THE Z N convenient locations to facilitate rapid construction of temporary devices when rain is ELECTRIC SHIELDED ARC PROCESS AT LICENSED SHOPS, OR OTHERWISE CONCRETE COMPRESSIVE STRENGTH EQUAL TO 2500 PSI O � imminent. - APPROVED BY' THE LOCAL BUILDING DEPART LDEPARTMENT. _ 28 DAYS). TYPE V CEMENT. WATER/CEMENT RATIO=0.45 MAX. F-Q _ :- 16.Alln mov I ab o to t ve device . I- e. er s [L o ec s_shai be.ln lace at the..end. of each;-weAon da .. _. __....when a -D - _ . - . • --_ _- _ th 5 a Raln Probabtli r " Fo ecast exceeds 40%: Y fy - - - STEEL SPLI CES SHALL.0 NE TO THE 2 1 O ORIvF Q 6 CBC CHAPTER 2'F SEC.210Z:2 AND=.- - -_ _'.SHALL - _ _ - - -_ - , .. . _ . _... _ ..»,.. _ - - - - - -- - - _: .. - _.� -�_ _ _«.._ wa. _ ,._.. -.. _ ...._ , - �/ / -W _ ,... _ : ;_ _ ;_ <-_ 17.Sediments from areas disturbed by construction shall be retained on site using an BE121N. MINOR NO LESS THAN 40 BAR DIAMETERS _ _ _ -I, __ _ - _ ___ _ WAT E R F EAT U R E DETAIL SCALE hl T S � U Q 'I effective combination of erosion and sediment controls to the maximum extent STRUCTURAL WOOD - Q - practicable, and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, 1. ALL STRUCTURAL WOOD SHALL BE DOUGLAS FIR LARCH 6X AND ABOVE #1, 2X AND 4X USE #2 OR U. N.O. e = Z N vehicle tracking, or wind. 2. ALL MACHINE BOLTS SHALL CONFORM TO ASTM A307 2. ALL NAILS SHALL BE L 0 0 18.Appropriate BMPs for construction -related materials, wastes, spills or residues shall be COMMON NAILS, U.N.O. � implemented and retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by wind or runoff. 3. ALL WOOD AND STRUCTURAL LAMINATED TIMBERS MUST BE PRESERVATIVE TREATED IF: THEY ARE NOT PROTECTED BY A WATERPROOF ROOF, EAVE OR I Q OD DECK, OR WRAPPED COMPLETELY IN 7/8"STUCCO FINISH. WOOD THAT IS IN CONTACT WITH THE GROUND, CONCRETE, MASONRY OR EMBEDDED INTO CONCRETE THAT IS IN DIRECT CONTACE WITH THE GROUND MUST ALSO BE OF Q PRESERVATIVE TREATED WOOD. 4. IF JOISTS AND SUBFLOOR ARE CLOSER THAN 18" TO EXPOSED GROUND OR IF GIRDERS ARE CLOSER THAN 12" TO EXPOSED GROUND, THEN THE POSTS, GIRDERS, JOISTS AND SUBFLOOR MUST ALL BE OF NATURALLY DURABLE OR ti PRESERVATIVE TREATED WOOD. 5. ALL CONNECTIONS SHALL BE "SIMPSON STRONG -TIE" AS SPECIFIED ON THE w z POOL NOTES PLANS. p 6. DEAD LOAD AND LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/240 AND L/360 GATES RESPECTIVELY. 7. ALL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING EVERY POOL OR SPA MUST BE ENCLOSED WITHA AFENCE A MINIMUM OF ORGANIZATIONS: 5 FEET IN HEIGHT, WITH NO OPENINGS BETWEEN VERTICAL MEMBERS OR LESS THAN 4 INCHES AND SHALL NOT HAVE OPENINGS BETWEEN OR W.C.L.I.B. (STANDARD GRADING RULES #16) W.W.P.A. (STANDARD GRADING PROTRUSIONS THAT RENDER THE FENCE EASILY CLIMBABLE. DOORS. RULES) N.L.G.A. (STANDARD GRADING RULES FOR CANADIAN LUMBER, U.S. AND GATES PROVIDING ACCESS TO THE POOL OR SPA SHALL BE EDITION) UNIVERSAL ENGINEERING,INC DIVALENT TO THE FENCE AND SHALL BE SELF -CLOSING AND SELF- B. ALL SAWN LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE 1 700 E GARRY AVE. STE 106 LATCHING, 50" HIGH AND SHALL OPEN AWAY FROM THE POOL OR SPA. SANTA ANA, CA 92705 CONTENT IS USE SHALL NOT EXCEED 19 PERCENT. DOOR ALARM 9. 2"x4" BLOCKING AT SEAMS OF PLYWOOD WILL BE NAILED TO RAFTERS USING 16D PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A PART NAILS 10.NAILING SCHEDULE SHALL MEET THE REQUIRMENTS OF CBC TABLE 2304OF PROFESS/O N THE POOL ENCLOSURE. THE ALARM SHALL SOUNDNTINUOUSLY.10.1 �0 APO ZHgNc9C�� OR A MINIMUM OF THIRTY SECONDS WHEN THE DOOR IOS OPENED AND HAVE A MAXIMUM 7 SECOND DELAY, PROVIDE 85 DBA. ALARM @ A 10 FT. DISTANCE, n IT SHALL AUTOMATICALLY RESET AND EQUIPPED WITH A MANUAL MEANS MASONRY w 74572 m TO DEACTIVATE (FOR FIFTEEN SECONDS MAX) FOR A SINGLE OPENING. 1. CONSTRUCTION AND MATERIALS MUST COMPLY WITH ALL APPLICABLE EXP. 12/31 /2019 z THE DEACTIVATION SWITCH SHALL BE AT LEAST 54 INCHES ABOVE THE SECTORS OF THE 2016 C.B.C. CHAPTER 21. MASONRY - HOLLOW CONCRETE FLOOR. IF THE DOOR IS SELF -CLOSING, SELF -LATCHING WITH THE LATCH MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1. FM = 1500 LOCATED AT A MINIMUM OF 54 INCH HEIGHT ABOVE FINISHED FLOOR, AN PSI. SOLID CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C145. T9T CI V \\- ALARM IS NOT REQUIRED. F OF CAV�Fpe AGGREGATE - ASTM C 144, AGGREGATES FOR MASONRY MORTAR AND ASTM C 404. ACI 530-14 2. AGGREGATES FOR GROUT.GROUT IN MASONRY WALL SHALL DEVELOP 2000 PLAN. VALID ONLY WITH WET STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. MORTAR MIX CH.21 SEC. 2103.2 & 2103.2.4 TO MIX TYPE "M" MORTAR USE 1 PART PORTLAND CEMENT, 1/4 PART HYDRATED LIME OR LIME PUTTY AND SAND EQUAL TO 2 1/4 TO 3 TIMES THE SUM OF THE CEMENT AND LIME. DO NOT USE PLASTIC CEMENT OR MASONRY CEMENT. THEY ARE PROHIBITED IN Z O THIS SEISMIC ZONE. _ 4. MASONRY REINFORCEMENT 2016 CBC CH.21 JOINT REINFORCEMENT FOR MASONRY AND ASTM 615 GRADE 40. QUALITY ASSURANCE - SHALL BE o PROVIDED TO ENSURE THAT MATERIALS, CONSTRUCTION AND WORKMANSHIP ARE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. a JOB TITLE: ALL WORK SHALL CONFORM TO THE 2016 CBC, POOL, SPAS, WATERWALL CRC, CIVIC, CPC, CEC AND THE 2016 TITLE 24 DWG OF: ENERGY REGULATION AND CITY ORDINANCE. WATERWALLDETAIL /NOTES JOB Ne: 190221-01 SHEET: J-1 OF SHEETS ■ GENERAL NOTES: 1 1, THIS DMWNG SHOWS STANDARD STRUCTURAL DESIGN AM IT IS APPLICABLE FOR PRIVATE USE ONLY. ACTUAL POOL 3'-0 DIMENSIONSSHALL COMPLY WITH THE CODES INCLUDING 20 INFORMATION. --- -- - - UPOTENTAL GRI HAVEIRELEASEDTHISN INCLUDING DRAWNALTH P FOR CONENT TRUTIONASANO MVALIDO ONLY MENEM WE STAMP IS. AFFIXED ED IN I SEE DETAIL HESIGNA RELEASED AREA A A D THE CI FOR CONSTRUCTION AND A IS VALID ONLY WHEN THE WET 9TPMP IS PFFIXED IN THE SEE DETAIL I-2 DESIGNATED AR EA ANDTHEMUSTENGINEERPROVIDE SIGNED THE EACTUA DATED THE0 NOSHICAN INRED INK . a{T' MAINDRAIN$PLV 2. THE OWNER POPERTY LINTMCTORMS.EXTERIOR WALLS AUALPLO OL LOCATION AND FULLY DIMENSIONS,DIMENSIONED DISTANCES I AN. VORTEX TUO"AART ER N OM CASE ACTUAL RN LINES, EXCEED XCEE EXTERIORWALLSHEREIN, 15 SLOPE PEOgMENSIDEC I MIN. 3'-0"EALTH 3. FROM THE ESTANDARDS SHOWN HERE. ADDTIOSEINOIOATE CALCULATIONS OR SURCHARGE LOADING AND DIFFER I PERT NOTES d (- NESCEDESTANOPAOBTAINEDFROMUNIVE SAL ENGINEERING. FOR SURCHARGE LOADING AND DRAWINGS PRE I $gFEry NOTES WATERLINE A w V NEEDED AND CAN BE OBTAINED FROM UNIVERSAL ENGINEEPoNO..t.,- e. ALL APPLICABLE CODES AND ORDINANCES SHALL BE OF W16 OF CALIFORNIA BUILDING CODE, CALIFORNIA U' L__-" J ELECTRICALCODE&CALIFORNIA MECHANICAL CODE. AWITISTHEOWNERSRE NVBIUWTOMSUREWM Q - BENCHES & STEPS COMPLIANCE. MOST UPDATED REQUIREMENTS, ATTACH TO PLAN SET. I F - ARE NON-STRUCTURAL 5. THIS STANDARD PLAN IS DESIGNED SOLELY FOR STRUCTURAL DISCIPLINE OF ENGINEERING AND IT IS NOT INTENDED TO INCLUDE OR SUPPLEMENT THE DESIGN OF NONSTFUCNRAL ITEMS SUCH AS ELSOTRICAL. PLUMBING, FENCING, I per- m 1- T-BARS DECKING AND POOL DIMENSIONS. B%WIRE I DRAINAGE a -' #3 MIN.@12"OC. 6, UMVERSALEMNEERINGRECOMMENDSEVEBYMOJECTOUNNASGLSREPOW. ASINEE"ED SEE NOTES 3"CLR. FROM SOIL STRUCTURAL NOTES: SPA 0 (R) I. SOIL SHALLHAVEA MINIMUM BEARINGCAPAGTYOF IRIS PSF. POOLWALLSSHAILSE PLACEDAGAINST UNDISTURBED I SOIL. THIS DESIGN IS NOT APPLICABLE FOR CONSTRUCTION WHERE DIFFERENTIAL. SETTLEMENTS CAN OCCUR, 3-0' 2. CONSTRUCTION SHALL SE BASED ON A MINIMUM OF SO PCF OR EQUIVALENT FLUID PRESSURE, UNLESS A SOILS --IT I _ STEEL REPORT IS SUBMITTED FOR REVIEW. _ 3. REINFORCING INACCORDAMEWITHAI SHALLNOT EXCEED M.4G-No,BE GREWADMNTHTOWSMCIFIEDONHEDMWNG. MINIMUMCLEAANC C SPA SPA WATER DEE KING(OPT.)1 BOND BEAM LEVEL�'�� r F----------- DETAILF-1 HORIZONTAL REINFORCING w I rs #3912"O.C, i ( J (2)-#3 0mm1uE EQUIPOTENTIAL RID PA D D Q P VERTICAL REINFORCING - 1= I O - SE E - iI= ' a #3 #3 /2' ( 1 J v #3 , 12" O.C. E.W. O.C. EVIL POOL WATER 1"CLR AROUND "yI\ � LtvE SPA DETAIL A-2 5111.8" DAM WALL COPING SEE DETAIL -SPA BOND BEAM A-3 �--1%DRAIN/ DETAIL F-1 �� (WALLW/R.B.B.) l I \\ 512"MIN. III I v -NON-STRUCTURAL 1� 1 VERTICAL STEEL J THICK WALLS-1 SEATS I #31N 12" SEE TABLE 2; BETWEEN PARALLEL REINFORCEMENT 133K". I (T)SEE TABLES ER i 4. CEMENTTO CONFIRM TO THE CBS SECTION 1903 ASUM C 150 FOR PORTLAND CEMENT AND CSC STANDARDS 21111 I'-1-'"- - '9 2g' - I_I " \ \ \ / REINFORCING PER SPA A I HORIZSECTIONTAL AND 31-N. USE TYPEVCEMEM (MA%. WATE0./CEMENT RATIO�OAS) �C,�y/F,•' i0 I, `_- ��\ DETAILG NOT 5. GUNITE(SHOTCRETE)TOCMEW( TOCBC1MICULABGSHOTORETE. LARGEST AGGREGATE NOT TO EXCEED Y"qA.. I- I 5 I'l l REQUIRED FR"MIN. -$PA LIGHT HORIZONTAL $TEFL O lP 0. R BAR DETAILS I ' k3 @ 12" 0 C. TYP. Q_ WITH MIN. 4500 PSI COMPRESSIVE STRENGTH OR PER Gtt REQUIREMENTS. 'A I CLEAR PROVIDED 8. CURING SHALL BE MAINTAINED ABOVE 40 DEGREES F. AND IN MOIST CONDITIONS. INITIAL CURING TO SE KEPI - y(LE 1 1 SEE 1-3&1-0 SPA NOTES 1 #311$12 _TOP CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT OF GUNTE THEREAFTER FOG SPRAY FOR ADGTIONAL M m \ FLOOR STEEL SHOULD BE 12"O.0 EW. MIN. (EO PCP) _ - \ / O.C. E.W III a I (STOFBONGBEAM -f _ I - TYP. LIGHTING, _ _ _ 1) FOR DETACHED SPA a `D - I - / (STANDARD WALL) DAYS, AS ALTERNATIVE USE APPROVED MOISTURE RETAINING COVER OR MEMORPNE. XI R , DETAIL USE ADDITIONAL T-BAR REINFORCING FOR ALL _ I- 7. DRAINAGE OF POOL AREAMO YARD TO DRAIN AWRY FROM THE POOL TO THE STREET BY SURFACEGRADING OR I a LOCATE MAIN DRAIN; USE DETAILA-1 U� ,IIi WATERLINE m SLOPE AS FOLLOWS (PROPER ORPNAGE STILL MAY ALLOW HEAMW DUE TO EXPANSIVE SOILS): �CI,. ' �- O I CONDITIONS AT THE BOTTOM OF POOL ®LOW POINT OF POOL 2) FOR STANDARD SPA m r � -DECKNG K" PER FOOT LS �'; ? I WHEN SLOPE LEVEL CHANGES SEE MAIN DRAIN DETAIL 1-1 USE DETAIL F-1 UNDISTURBED _I 24" MIN. LAP INTO E Q a -GROUND$' PER FOOT FOR THE FIRST IO' AND THEN X' PER FOOT FOR THE BALANCE >O {�_ _ pLBOND REINFORCING SOIL OR 80%APPROVED-III $PA GRPWL iq K� - DRAINAGE AWD NNW SYSTEM PER 2016 CPI APPENDIX CHAPTER D. CONCEALED DRAINAGE SYSTEM TO BE Q<II w FOR MINI MUM REI NFORCI NG SEE TABLE I S 2; SECTION 15M STUBBED SOIL _ 1500 PSF ASS'D 3) POOL 8 SPA TO BE FOUNDED IN SAME COMPACTED FILLY III 1- resiEDFER201ec6c. w01 r SEE DETAIL wL p��L m 8. SPoMMING POOLS LESS THAN D"gSTANCE(SEE SURCHARGE SECTION) FROM MY BUILDING OR RETAINING WALL, w'K ---i - W PAL FOR SKIMMER BEARING VALUE UNDISTURBED SOIL SHAD BE DESIGNED AS TO Marviary THE SiRUCTURUIWTEGP1ttoF THE STRUCTURES INVOLVED. pU'I j T T=U.3"MIN. 4) COMPACTED FILL REQUIRED SPECIAL = 9. SHOTCRETE AND GUNITE PROCESS IN ACCORDANCE WITH THE 2016 CBC SECTION 1913A AN01905 AND AI 315 SEC 5 p21 I _- Q I TYPICAL POOL SECTION INSPECTION. THE INSPECTOR CAN ISSUE A STATEMENT CONFIRMING COMPLIANCE PUNSANDSPEOINCATIONS. } N,T.S. ENTIRE POOL(BSPA)- FOUND IN SAME UNDISTURBED MATERIAL "M tO, EXPANSIVE SOIL IOCPCF-125PCF PER CITY OR SOIL REQNREMENTSWSOILS AND DEPUTY INBRECTIONSRmUIftm �01 TRW e. WHEN&WHERENOSITESPECIFICGEOTECHNICALREPORT&R COMMMN PONSISPROVIDED ,POOLS MAYBE ml _ _ _ _ _ _ E /q SPA PLAN AND DETAILS(EQUIPDTENTIAL GRID REQUIRED PER DETAIL 1 ) CONCRETE OVER TO DESIGNED FOR A MINIMUM DESIGN EQUIVALENT FLUID PRESSURBEFP)OF ISO PCF, DECK SLOPE SEALANT E. ALL CONCRETE IN CONTACT IMTN SOIL SHALL BEPfiNG AMINIMUM Z80AY8 COMPRESSIVE STRENGTH(F'c)EQUAL Q jVP, SUCTION LINE CHANGE UNIFORMLY TO 4500 P31, TYPE VCEMEW. AND WATER TO CEMEM(W/q MT10 EQUAL TO 0.15.1E REQUIRED REFER TO PUBS rLl -- - - 4-0 312"MIN. 1/4"T01/8"PER FOOT Y2"MIN. DEPTH POOLWALL SKIMMER COVER DECK OR WI THICK TO DRAIN 4211Z REINFORCING COPING WHEN HIGH WATER TABLE VERTICAL REINFORCING ELECTRIC PLUMBING AND MECHANICAL NOTES: O1 _ _ IS PRESENT USE HYDRO- o - COPING EXPANSION 1. OBTAINELECTRICALIPLUMBINGPERMITS INSPECTION REQUIRED BEFORE GUNITEWSHOTCRETE 13 PLACED. �1 I STATIC RELIEF VALVE. ZZ '-III--' f HORIZONTAL REINFORCINGVERT JOINT ALL POOL 2. ELECTRICAL NARK SHALL BE IN COMPLIANCE WTH LIST EDITION OF NEC AND 2018 CEC AND ARTICLE 680 GI I BOND _ '` REQUIFEMFNTS.LAC EI PLUMBING PAID MECHANICAL WORK TO BEINLOMPUPNCE WITX LATEST EDITION OF WI_ USER WITH CA PERFORATED �a� ` \ VERTICAL BARS AROUND WATERLINE CALIFORNIA EQUIREMENTS MLACISO CODE PL AND CAC. LATEST EDITION ORKTOEC.INLAC IF LOCATION OFPOOL EQUIPMENT l9 BEAM I~i; III_, I' PIPE MATH (JAI, wg OF BOND BEAM, \A OU. #3 STEEL E OF DETAIL AM, h (3)#3 �n SEAL AROUND INSPECTOR IS REDMRED. I "" 314"ROCK FILL 151_ 1T�C. E.W. lREISEE DETAIL F-1 DETAIL i-3 A 21f1"CLR. SKIMMER 43. .' nu ELECTRICAL BoxEs9uDHrs AND OLRLETBBSHALL BE rvSiPLLmIN ALCARn4NCE WITry MANUFACTURED DECK o tBOTTTOM _I LAP SPLICE NON-CONTA ZT SbUCEORN OPENING LESS THPN IO'FROM PROP UNEADIOINING PROP. PDdTWNAL INSPECTION AND APPROVAL BY N015E ENFORCEMENT METAL F THE POOL 1BONDED TO EQUMOTENTAJ. GIL- OPTIONAL 12 DIA SPECIFICATIONS AND PROTECTED. PER 2016 CEC AND NEC MAIN DRAIN SPLIT / _ ORRJNi#.L -.SUCTION. pDp�R 5. POOL AND SPA 8IALL BE CONNECTED AND PROVIDED WITH ADEQUATE BACKWP9H PAID DRAINAGE _.._ _.. -. SATURATESOILTO IB" �I 7-0iO LINES OLDSTER 6. POOLSHELLANOPERIMETERPAVEOBUNPAVMSURFACESSIMLLBEBONDEDINACCORDMIC WN CEC650AB(B3 I ANTIVORTEX COVER ADDITIONAL NOO PRIOR TO OECKPWR MIN. 3'-0" APART PER POOL DRAINS AND RETURN LINES MUST MEET THE #4-g9a20" POOL WALL swat aE ATTAGIED TO THe POq.RBNFORGNG srea QR COPPER CONDUCTOR GRID AT A MINIMUM OF(4)FOUIR GHEA Ht&SAFETY NOTES____________________ ANTIENTRAPMENT REQUIREMENTS OF ANSI IANSP-7 "' REINFORCING MIN. 'S}4 LP�k3012 OC. n - EACH WAY SPA DETAIL A-1 IDERW/ATER UGHT. SEE TYPICAL LIGHTING DETAIL G I � " ALL PIPER SPA DETAIL A-3 9" DAM WALL -SEE DETAIL A-2 TOP OF BOND BEAM POINTS UNMONM SPACED AROUND THE PERIMETER OF THE POOL.III) METALLIC COMPONENTS. METALIC PARTS OF WE MUST BE BONDED TO THE EQUIPOTENTAL GRM(C) DETAIL I-1 DETAIL 1-2 DETAIL 1-4 � SHOTCRETE/GUNITE T SEE TABLE I; RIMER POOL, OUTDOOR SPA OR OLUTDOOH HIT TUB STRUCTURE PARTS OF ELERPoCAL EQUIPMENT ASSOCIATED WITH THE POOL, OUTDOOR SPA, qt POOL REFERENCE PLAN PER SECTION 1910 OF THE M14 LABC.NON-CONTACT TYP. DETAIL AROUNO$K SECTIONC SECTION - ELECTRICAL IRS OUTDOOR HOT NB WATER CIRCULATING SYSTEM, SUCH ASWATER HEATERS AND RUMP MOTORS AND METAL PARTS NTS, MAIN DRAIN - 1S DEEP FOOTING FOR VENINRA!EXPANSIVE SOILS LOCATIONS SHOV�iS OTHLERWI3E OF 2"UNLESS TEST PANEL -IS- PLAN VIEW OF PINT COVERS MUST BE BONDED TO THE EQUIPOTENPAL Gli METAL WIRING METHODS AND EQUIRMEWs. I B SKIMMER PLAN AT POOL/SPA WATER LEVEL METAL -SHEATHED CABLES AND RACEWAY& METAL PIPING, AND ALL FIXED PARTS MUST BE BONDED THE A MINIMUM CONDUCTIVE SURFACE AREA OF 9 SO. IN. MUST BE INSTALLED IN EQUIPOTENTIAL GBD.(e)POOL WATER. CONTAC WNtt EP,OUWOORSPAOROU,000RHOTNBSTRUCTUGEMMR.THISWATERSODIS STANDARD POOL PLAN, SECTION REFERENCE, TYPICAL DETAILS (MAIN DRAIN, DECK, REBAR) PERMITTED TO CONSIST OF METAL PARTS THAT ME REQUIRED TOM BONDED IN 680.26(M, SAFETY GLAZING: cnF GIAZINIHALLBEPROVIDEDINACCORDANCEWITHTHE2016CBCSTANDARD715.A6.462408HAIAROWS DECK JOINT WITH 1/$"APPROVEDSEALANT IT BOND BEAM LOCATIONS FOR PURPOSE OF GLAZING IN WALL AND BARRIER FOR SWIMMING POOLS PRE AS FOLLOWS: -THE BOTTOM OF EDGE OF GLAZING IS LESS THAN SO'ASOVE THE POOL S1DE OF IMAGING, -POOL GLAZING WITHIN 5' OF SWIMMING POOL OR SPA WATER EDGE SHALL BE TEMPERED. OWNER RESPONSIBILITY: 1. KEEPGUMMMGSTINALCORDANCEWPHSTRUCTUMNOTMIMMB. 2, FOR THEAMITHETIC PURPOSES OO NOT ADDWATERTOTHEPOOLUSINGSIACKRUBBERHOSE 3. WNOT OPERATE POOL LIGW9 WHEN POOL IS EMPTY. 1. MAINTAIN PROPEROflAINAGE. FENCING BARRIERS AND SPECIAL CITY AND COUNTY GENERAL NOTES: 1. ALL OUTWOR SWIMMING POOLS, INCWDING IH.GROUND,ABOVEGROUND. SPPS,FDT TUBSSHALLHAVEA PERMANENT BARBER AND MUST BE IN PLACE PRIOR TO FILUNG. THE MINIMUM HEIGHT SHALL BE NO LESS THAN S' HIGH, WITH SELF CLOSING GATES WITH SELF LATCHING LATCHES, A MIN, OF FABOVE GRACE. WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. 2. COMPLIANCE WTH 2O16 CBC SECTION 1913.31 WITH OTHER STATE AND LOCAL CODES IS MANDATORY IN ABSENCE OF SPEGRCLOCALCODEPROVISIONS. INAMITION,&NBERSSHALLCOMB,YWLTH 2O16CEC. 3. IN THE COUNTY OF SAN BERNARDINO, SEE ATTACHED STANDARDPROOFDUREM32,ENT" &RIMMINGPOOL ENCLO U RE FOR ADDITIONAL REQUIREMENTS, THOSE REQUNREMENTS SIULLL MATTACHEDAND MADEPPPRT OF THISPUWJ PNC TNB9 FOR RJ 4, IN THE COUNTY OF LOS ANGELES. REFER TO BARRIERS FOR SWIMMING POOLS, SPAS HO OCCUPANCIES, THOSE REQUIREMENTS SHALL BE SHONNAND MADE A PART OF PERMIT/BUBMITiAL. S. IN WE CITY OF SAN CIEGO PROTECTIVE BARBEMARE REQUIRED SEE ATTACHED SAW DIEGO FORM OPUU#379 FOR DUALS. ALSO, THE CITY OF SAN DIEGO#145.0303(BARRIER REQUIREMENTS FOR OUTDOOR SWIMMING POOLS). 6. IN THE CITY OF LOS ANGELES REFER TO THE BUILDING CODE SECTION 91.6103. MIN. 2500 P513HOTCRETEOR GUMTE REQUIRED. 7. IN WE CITY OF ONTARIO SEE ATTACHMENTS REQUIRED W CITY OF OMARIO (NEW REQUIREMENTS FOR SWIMMING FOOLS), THESE POLICY REQUIREMENTS SHALL BE ATTACHED AND MADEAPART OF THIS PLAN (AND INCLUDE UNIVERSAL ENGINEERING AS ADDITIONAL ENGINEER OF RECORD). 0. IN THE Gtt OF SAN SERNAROINO. ATTACH SWIMMING POOL GENERAL NOTES, 9. SEPARATE GRADING PERMIT REQUIRED WHEN POOL IS LOCATED IN HILLSIDEGRANNG Mi REV LA.C. ONLY. 10. WHEN REQUIRED BY THE BUILDING OFFICIAL&ARRIERSSHALL COMPLYWITHTHE 2016CBCSEGTION3109.INCLUDING LOCALLY ADAPTEDAMENDMEWS. LIGHTING NOTES: I. AM AND PLACE STEEL RASAR TO REIGLENSANDFINGAC5.TO 2. ADDAND FIGHT FIXTURES AND ELECTRIC TRICBOX MUST COMPLY Ai EAMU IL G. ]. ELECTRIC LIGHT FIXTURES AND ELECTRIC BOX MUST COMPLY WITH THE APPLICABLE SECTIONS OF THE N.E.C.,CEC, ANDLOCALCODES, 4, LOCATE ELECTRICAL BOX, CONDUITS AUTO GROUNDING AWAY FROM POOL AND ABOVE GROUND TO ASSURE CRY AND MOISTURE -FREE OPERATING ENVIRONMENT; 5, ELECTRI COMPONENTS ARE SHOWN HERE IN ORDER TO INCORPORATE LIGHTING ELECTRICAL UNITS INTO POOL STRUCTURE SEE GENERAL NOTE It FOR AWIT1oNM UMITSOF RESPONSIBINN, TABLET - BOND BEAM AT GRADE E.F.P. = 60 PCF (EXPANSIVE SOIL) POOL DEPTH RADIUS DEVELOP. LENGTH WALL THICK, 60 PCF D R X T VERT. STEEL vLO' 2'-6" 6" #3 C IT 4 7 #3 8" 31 4•-6' 10" #3 ® 4" 4'-6"3" 5'-0" 4'-T 11.5" 1Vd @ 4" COPING IT SEE DET. F-1 1%DRAINAGE AWAY FROM POOL TOP OF BOND BEAM (STANDARD WALL) 1 % DRAINAGE AWAY FROM POOL WATERLINE BONDBEAM ACT, SHAPE SEE DET. F-1 _ V SDI VS. #3 0 24" /, (OPT) RADIUS (R) SHALLOW Av 90% L COMPACTED FULLZ WATER LINE \ END ( ) T__ LCOMPACTED FILL? ___ ;'. ___________-� `END DIGSHALLOW HORIZONTAL STEEL • #3 BARS 0 12-C C. TYP. OF\p�2 DEEP END DIG f O / TABLE 2 -RAISED BOND 8EAM E.F.P. - 60 PCF (EXPANSIVE SOIL) POOL DEPTH RADIUS DEVELOP. LENGTH WALL THICK. 60 PCF D R X T VERT. STEEL 2'-0" 1'-0" Z-6" 6" #3"12" 43 1'LO' 41 7" #3 @ 8" T-0" i'-0' 4'-6" 9.5" #3 ® 3" FLO, 2'-0" 4'A" 10.5" 9'-0" 3'-U' 5'-0" 10'-0" 4'-0' 5'-0" 11'-0" 5'{F 5'-0" E#4 i VERTICAL STEEL SEE TABLE i&2 �NDISTURBEDSOIL I- III'- 1500 PSF MIN. BEARINGVALUE 1 I )II-I11- _ SEE DETAILS 1-3, 1-0 - _ q¢R i (x) ji - f - - TRANSITIONS L HORIZONTALSTEEL WALLS OVER 10"THICK REQUIRE LAYERS OF 12"OCEW WATERSIDE 6. INSTALL#8 COPPER GROUND WIRE WITH APPROVED POTTING COMPOUND 6 CLAMPS. T. DONOTTURNPOOLUGHTONWHILEPDOLISEMPTY, PLAN REQUIREMENTS: EXPPf13NEORUNITHST FILL SHALL COMPUYWITHSTRUCTURALDESIGNE E. m SEE TABLE #3®120.C. TYP. STEELUS IT .® C POOL WALL DETAIL(OPTIONAL NO DECK DETAIL) FOLLOWINGNOTES: OLLq ING WFIES: NOTES ON PLANS: PUBS SHALL INCLUDE THE O 1. TRIO OF T POOL CONSTRUCTION. GROUND WATER SHALL BE ABOVE MY PORTION OF HE NO R 2. 1 ALL& ACE WATER SHALL GRAINAWAY FROM THE POOL ELECTRICAL ONSHAIUL INGONCRET ORCING,PLUMBING AND LOFDUIT PRIORTO THE 12' BENT NGSTELOVEOURING CONCRET GUMTE APPROVAL REINFORCING FOR *BARS FOR THE ID-j 48" O C. REQUIRED FO REQUIRED 4. LE POOL E ME11T LOCATED HAN TY LINE OF AN LESSLEVEL THE NOISE LEVFJ.RTY, THEPOOL EXCEED GELE CITY OF ANGELES FIVEC ADJOININGNTUSINSPECTIONALLNOT EXCEED MSEW BIMORETHAN FIVE WISEGUNITE ONLY J. ON (8)#4 EARS 5. POOLS AT O SEC. CONTINUOUS I$ REQUIRED FOR SM O.194, LL 1 \ aBOND BEAM i%DRAINAGE 6. OF OF TEST SPECIMENS PAID PLACING OF Pt1 CTION HA BEPROND DURING KING OF TES SPECIMENS AND PLACING INSPECTION WCION I_� AWAY FROM B 191NG GO LSOUIREDNAL T SECTION TOTH0. 'HQTCRIN GUNIIOANDAS SESIDNTIALS SWIMMINGFOOLS ON LMTN ONE TO THREE GW£LLING UNITS SHALL COMPLY WITH SECTION SHIN61 SEE TABLE 1 FROMpCQI 3"CLR. WOOD FOR VERTICAL APPROVED GALVANIZED 7. AND SECPorvs Sta9.4.11 THROUGH 31o6.4.iT ANDSECTIOS SINAI PATIO BARS SCHEDULE POST TION PER ATTACHED PATIO COVER ALLOW 2.OW LBS MAX S. THE STANDARD PLAN MAYBE MODIFIED WHENASGLS REPORT I$ SUPPLIED FOR THE SITE PER 2016 CBC, ELECT.&PLUMB. NOTE 3. .&PLUI IY 12" BOND WIRE REQUIRED DEAD t LIVE LOAD q S( r 2'UNDISTURBED SOIL VERTICAL STEEL hF . 1500 PSF ASS'D. SEE TABLE 1 %T Q^. BEARING VALUE A0, J //; Ig DEEP END F -- ADOITICNAL - _ ALTERNATIVE SHAPEVERT. (X) (R)+ \`/ I'F1 -!I 3"CLR. STEEL#3 Q24" SEE TABLE ADDL CORNER HORIZ STEEL NOTE (3)#312" O.OE W FOR SHALLOW OR DEEP END EXCAVATION: USE ALTERNATIVE SHAPE OPTION (SHOWN WITH DASHED LINES) IF BOTTOM OF POOL CANNOT BE CONSTRUCTED IN UNDISTURBED SOIL 1 OR 2 STOT-I 1% DRAINAGE HOUSETO DRAIN MAX LOA HODS MF12" APPRWEI) MASTIC SEALANT NOT TO SC 3'-0" MIN. FOR BOND BEAM STEEL & SPACING, BEE DETAIL F-1 \ TOP OF B.B. J t WATER LINEji} =1 (T) DRAIN _III=OMIN. -_ISOR35 -II-VERTITEEL -_T, -{SLE 3 -1SRGE =III=i TIONWALLSOVER K �i,REQUIRE 2 LA3" CLR. JgSTEEL. USE#4TRANSITIONO.GEW. IC WE SMOOTHLY l�l TO BOTTOM OF THE POOL STANDARD #3(R1T HORIZ. UNDISTURBED SOIL 1500 PSF MIN, (X) BEARINGVALUE-I�--11'' DI EXCAVATION RAMP DETAIL IE SURCHARGE SECTION (EXPANSIVE SOIL) #3 BAR IN BOND 8EAM OF CMU WALL BRICK OR PRECAST CONCRETE COPING B' BRICK OR PRECAST 1%DRAINAGE #4 HORIZONTAL BAR 1%DRAINAGE BRICK OR PRECAST CONCRETE COPING AWAY FROM AWAY FROM CONCRETE COPING POOL VENEER, ROCK OR BRICK POOL " TOP OF RAISED B.B. MORTARTGRWT I� •••\ FOR BOND BERM 8" CONCBLOCK STEEL & SPACING ITT 1 1� ROCK OR BRICK " SOLIDGROUT ADDL J SEE DETAIL F-1 3 ENERGY NOTES: _ __ f #31�12"-; ALL CELLS. #4®12 OC 1 1. ALL SWIMMING POOL$I SPAS WIN FOSSIL HEATERS MUST CONTAIN WE FOLLOWING MEASURES MANDATED BYTHE U 21/2"MIN. BAR SPACING _U p31�12 D.C. '1 "2 • � fin'=1500 PSI - MASTIC $ - FI VERT FO WATERPROO NG OGEW II m UFOR BONDSTEELS BEAM N BB W/NO IOIENER STANDARD. DRAINAGE R - - 2018CP11fORNiABUILDINOENERGYEFF � % 3. SYSTEM IS DNS, NOEDWITHCATHERMAL HEATING OMOFFSWITCH, WEATHERPROOF OPERATING pY FROM POOL STEELBSPACING WATERLINE k3 DOWELS WATERPROOFING -It WATERLINE IN51RL'CPONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT \� • \ WATERLINE SEE DETAIL 2" DOWELS _ 12" NTOBa.- M1, BACKF LL II-WTLI 3. SYSTEM INSTALLED SHALL HAVE AT LEAST 36"PIPE BETWEEN FILTER AND HEATER FOR FUTURE SOLAR. �.-TILE - 4. OUTDOOR POOLS EQUIPPED WITH A FOSSIL FUELED OR ELECTRIC NEATER SHALL ALSO BEmMPPED WITHAPoQU ,I WATERLINE 12 12 O.C. STEELSBOND BEAM -ZiO C. `TILE ^~ -Il TILE COVER. m 4#3OR 3#4 - III III �'�'�✓��- STEEL&SPACING FOR BOND BE ,II� 11N S. ALL NEW POOLS SHALL BE EQUIPPED WITH DIRECTIONAL. INLETS WHICH PROVDE FOR ADEQUATE MIXING OF THE Wi SEE DETAIL F-1 O J STEEL &SPACING (USE S-#4 EXP. $OIL) TILE DECKING III -_ G -i - PLASTER/ 3" CLR. I SEE DETAIL F-1 Pool WATER. { 1-''I- - = 1 - _ IIi=1 T PEBBLE FINISH 8, IF LOCUTION OF POOL EQUIPMENT IS LE89 THAN 10'FROM PROPERTY LINE, ACgTIONALINSPECTIONAND APPROVAL • I #3®12"HORIZ. PLASTER, #3�12"HORIZ. - •J PLASTER! #3�12"HORIZ. •: BY NO ISEENFORCEMENTINSPECTORMAYSEREQUIRED. 8"MIN. HOOK - PEBBLE RN $H 1- T. TRUE 24, PART 6 REQUIREMENTS: 3"CLR. eI _-I _ PEBBLE FINISH e. PooL SMUHAVEAPMESWTCNTMTWALLMLOWALLPUMPSTOBESETORPPOGRAMMEOTORUNOMY I PLASTER VERT. STEEL VERT. BLE2 _ VERT. STEEL (p-SEE rpBLE2 DURING OFF-PEAK ELECTRIC DEMAND PERIODS. SEE TABLET _ - _ SEE TABLE (TI-SEE TABLE2 SEE TABLET " (TI-SEE TABLE2 B. AW RESIDENTIAL POOL SYSTEM OR EQUIPMENT INSTALLED SHALL COMPLY WITH THE FOLLOWING: FOR VERTICAL " Ip�12 HORIZONTAL _ 'I SEE TABLE2 L PUMP SIDNG AND FLOW RATE. BARS SCHEDULE A. ALL PUMPS AND PUMP MOTORS INSTALLED SHALL BE USTED IN THE COMMISSIONON CBC STANDARD 2103 DETAIL 5 S DIRECTORY OF CERTIFIED {-q S..In"MINI FOR C.M.U.&PER GRADE EQUIPMENT AND SWV,L COMPLY WITH THE APRIANCE EFFICIENCY REGULATIONS. DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 B. ALL PUMP FLOW RATES SHALL BECALCULATED USING THE FOLLOWING SYSTEM EQUATION: BONG BEAM REINFORCING OPTIONAL PATIO COVER POSTON BOND BEAM RAISED BOND BEAM(NOTCH) RAISED BOND BEAM(BLOCK) -- H"CXP WHERE H. WETOTALSYSTEM HEAD IN FEETOF WATER. C-ACOLOWMTE IASEDONSPERMIIMEOGPM). BOND BEAM DETAILS G A CFORFIOOLS BASED ON THE VOLUME OF THE GAOL: OS187 FOR POOLS LESS THAN OR EQUAL T01).000 GALLONS. 0.0002 FOR POOLS GREATERTHAN iT,000 GPLLONS MD: G FILTRATION%IMPS SHPIL BE SIZED, ORIF REOGRAMNPSLE, SHALL BE PROGRAMMm,30 T,WTTNE POOL DRAINAGE: W4 NEED NOT FlLTMnT FLOWMn ISNOTGREATERTHANTHEPoIT EDWTONRNOVERTHEPOOLWATFR .111..1 Tu cn n,"nnr p EXCEED TS "'- MUNICIPALITY: IO NUMBER COMMENTS: MUNICIPALf1Y: VOLUME IN6HOURS OR 36 GPM WHICHEVER IS GREATER AND A GENERAL REOUIREMEWS. POOL DRAINAGE(CLJnETI SHALL COMPLY WITH THE REQUIREMENTS OF THE CHAPTER 3 UNIFORM SMMMIN. POO OTT t -- - n _ 2 4.SC0 P& COUWTC e - VLLVAV a/uuL tlt ael+vEO HY EITHER SEPARATE PUMPS OR Tl1E SYSTEM OPENINGS INTHEGRATESORSIMILAR PROTECTIVE DENCE3SIALL NOTEKCEED IQINCHIN THE SMALUSUDIMENSIONAND SHALL MOFASHAPE PFEAANOARPANGEMEM THAT WOULD LCNCHETE PREVENT PHYSICALEWPPPMEW MD WI3ULD NOT POSE PIJS'SUCTION HAtAROTOSATMERB. ORMlGE COUNTY M8170024 VEWURA SHALL BE SERVED BY A MULTI -SPEED PUMP; AND EXCEPTION TO SECTION 15XINIE: PUMPS IF LESS TAN I HP MAY BE SINGLE SPEED. B. PRIVATE POOLS: EACH NEW POOL OR SPA SHALL HAVE A MINIMUM OF TWO CIRCULATION DRAINS PER PUMP. THE DRAINS OR OUTLETS SHALL BY HYDRAIAJCALLY BALANCED AND N 1'. F.MULTI-SPEED PUMPS SNAIL HAVE CONTROLS WHICH DEFAULT TO THE FILTRATION FLOW RATE SYMMETRICALLY PLUMBED THROUGH OR MORETFITTNGB,ANO SEPARATEDBYADISTANCE AT LEAST THREE FEET IN ANY DIMENSION BETWEEN DRAW. ANY BAG(LW SAFETY SYSTEM PCOU -+I CITY OF LOUNIY( MEN NO AUXILIARY POOL LOADS ME OPERATING; AND SHALL MEET THE STANDARDS AS PUBLISHED IN THE"GUIDEUWS FOR ENTRAPMENT HAZARDS: MAKING POOLS AND SPAS SAFER-PUSUCATION NUMBER ]B3,JANUPAY 1998, UNITED STATES I SPA 3AN DIEGO 25198-MP i93 KERN G. FOR MIATSPEED PUMPS, TIECOMPOLSSH4LL DEFAULT TO THE FILTRATION ROW RATE CONSUMER PRODUCTS SAU,, COMMISSION. THIS DOCUMENT MAY BE DOWNLOADED MOM THE FOLLOWING WEMITE: - SETTING WITHIN 24HOURS AND SMALL HAVEMOVERRIDE CAPABUTYFOR SERVICING. HTTP:/MAW CPSC.GOV7CPSCPLIflWPUB6FJW.PoF 1W'I SAN DIEDCOUNTY CITY OF U SYSTEM PIPING. ADDITIONAL NOTES: sM D1EGo as19B-MP •e0 slMlvuL TIN ALENGTHOFSTRAIGHTRPETMTISGREATERTIANOREQUALTOATLEAST4PIP M METERSBHALL BE -POOL DRAINSANOREil1RN LINES MUST MEET THE MT-EWRAPMEW REOUI103AENT90F gB.29)T. A ' CITY OF INSTALLED BEFORE THE PAP. AND -IF ADVERSE SOIL CONDITIONS ME ENCOUNTERED, A SOILS INVESTIGATION REPORT RIMY REQUIRED. (Airy OINTPER 2013 CBC, SANTA POOLPIPIWMMDWTHATTHEVELWWOFTHEWATMATMMMUMFLOWFOR -IF HOUSE IS CLOSER THAN IS, R TOP OF OWARIO B2W4001 Z2 WALLBE SURCMMGED ON POOL WALL,MSHOWN INSECTIONE,CALMANDTABLES. WITH AMILAR MMLOADSWME TE%CE SFEETPERSECONDINTHERETURNUNEMDOFE MR-AGRADINOWNDISRECUIRMTOBEPOSTEDFORMWE=IWOLMNGOVER2NIGY.OF501LIN'MLLSIDEGRADINGME . gTTACHMEFRS =#NTAG E NGSH SECOND IN WE RUCTION LINE; AND -SEISMIC DESIGNCATEGORY(SOC) SHALL W BASED ON 2016 CBC TABLE 1613.3.5(1)AND TABLE 16133.5Q). WHEN SI IS GREATER WAS OR EQUAL TO 0.75. THE BUILDING SHUL BE ASSIGNED TO SLOPECIw OF C. ALL ElEOW&BHALL 6E SWf:EP EIEOWSOR ELBOW-TYPETHAT HAVEAPRESSIURE IXtOP OF LESS THM THE SM E FOR OCCUPANCYCATEGORY I,ILOR III ANDAMAGNED TOSDC F FOR OCCUPANCY CATEGORY IV. _ 1- PS I�THIS � PORTION i- = COLUWYOF 2 1]035- WMTH THOU PRESSUREDROPOFSTflA3GWRPEWT ALENGTH MPIPEDIAMETERS. POOLWRTIONOF SAN BERNAgNO 2258-01 ATTACHMENTS THOUSM I _'1= ( PCOLVJALLMVST BE O.FILTERS. FILTERSSHALLMATLEASTTHESIMSPECIFIMINNSF/MM50FORMMICPOOLINTENDED WSIGNEOTORETAN COUNTY, APPLICATIONS - - THE WATER WITHOUT ATTNTACHMENTS SONOMA IV.VALVES. MINIMUM DIAMETER OF SACKWASH VALVES SHML BE 2 INCHES OR THE DIAMETER OF THE RETURN G. FOR POOL WH SUPPORT FROM THE SOIL COUNtY OF LA 26094-10 A PIPE. WHICHEVER I3 GREATER . �Nhil SS'MIN.-2tl MPX WITH •A SOILS REPORT MAY BE REQUIRED CITY OF LA 12M ATTACHMENTS CONTINUOUS lNSPEUIONISMOUI FORMWPZ.SHOTORETE/GUNIME S, SLOPE SURCHARGE DETAIL STANDARD PLAN IS APPROVED FOR 2 (CBC 1808.7.3) 1 THE FOLLOWING MUNICIPALITIES: EXISTING Z W R I iJ W U ma w z RECESSED POOL LIGHTING FIXTURES #3 CAGE (Q1T O.C. E W. 24"TYP. REBAR LAP TABLE 3 (SECTION E ONLY) (EFP = 60 PCF) X T VERT. STEEL Z-61 6„ #3 @ 12„ T-0" 6.5" #3 @ 6" 44'2'-6" 4'-0" 7.5" #3 @ 4" IV-61 8.5" #3 @ 4" 4'-6" 9.5" #3 @ 3"4'-6" 10.5" #@ 3"'" 11" @ 8'1 5'-0" -6" 12" 1#4 @ 3" 3" CUR. FOR ALL CONC SURFACE TOUCHING SOIL. _ 4'-0" MIN. -f--ELEC DECK t, SOU. ;I $OIL Iit.- #8 COPPER 7 GROUND WARE Ni APPROVEDCONDUIT (2) #3 BARS NOTE: FOR ADDITIONAL INSTRUCTIONS, SEE LIGHTING NOTES GI TYP. LIGHTING DETAIL UMBER: COMMEW3: 60 PCF (SEE S 1011 FOR 100 & 125 PCF) ^«< PUN �O 0 ZHq q� {P h� F UNIVERSAL Z z FILE ENGINEERING 74572 FYI w ITT Ir EXP. 12/31/2019 .6 \P FILE 1700 E- GARRY AVE. y�- CIVIL FOF- FILE #106 SANTA ANA, CA. 92705 CA\\F PLAN VALID ONLY WITH WET STAMP & NTH FILE ATTACHMENT 949_788-0424 ENGINEER'S SIGNATURE IN RED INK ON PLAN. DATE -i-2C STANDARD SWIMMING POOL DRAWING NO.: 5 10 I O REV-: AND SPA DESIGN BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE d 1� z L _ �� I � -� Q U O 3 1_ 0�LLJ _w ry `n CL w LLJ � �2 z °° �I 06 r�, n a Z be 0 U GG Z 0 L) OC LU 3 0 W U Z W Q 3 Lo OV• (.000) I LLJ U LIIIij ; Q I-- Z V) O �55 V ^ r ,o ro) 00 w r 0 UNIVERSAL ENGINEERING,INC 1700 E GARRY AVE. STE 106 SANTA ANA, CA 92705 PROFESS/ON _Jk Z N4 o � Z LLLI 74572 I EXP. 12/31 /2019 STIR c/V1 OF CAS\F I [R PLAN VALID ONLY WITH WET STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. 2ri 0 m N L CD UJI � O JOB TITLE: STANDARD SWIMMING POOL AND SPA DESIGN 60 PCF (COMPLIES WITH 2O16 CBC) JOB Ns: SHEET: 190221.01 S- 1 0 1 0 OF SHEETS