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DEPTHS 3 CAPACITY 5 STEPS &V Kg BENCH ES 6 SWIMOUT 7 SUNSHELF Ajo 8 HANDRAILS Q 9 GRABRAIL S ire 10 LIGHT S 3 11 TILE (9 Y& 12 CONCRETE DECKING Al SO FT. 13 PAVER DECKING /,lo SO FT.. 14 PUMP H.P. 15 FILTER Svc 15 CHLORINATOR d� 17 SKIMMER(S)1 18 MAIN DRAINS Q 19 RETURN INLETS ) 20 FLOOR SYSTEM 94 21 AUTOMATIC CLEANER C! 22 RAISED DECK ki c, 23 WATER FEATURE(S) 24 UNBRELLA SLEEVE(S)t�cs 25 HEATER I Me 26 GAS HOOK-UP Ha 27 DECO -DRAIN , j 28 CLEANING EQUIPMENT ®� C 29 LEAF SKIMMER (1) WALL BRUSH CG ) TEST KIT Cs j HOSE �1) POLE Qi START-UP CHEMICALS (4 ) VACUUM i4 30 SPA INFORMATION CONCRETE' SIZE DEPTH JETS BOOSTER PUMP HEATER COVER, LIGHT SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: ACCESS LETTER OF PERMISSION ELEVATIONS TREE REMOVAL DIRT REMOVAL �wE CEMENT REMOVAL ELECTRICAL HOOK-UP �y POOL SPECIFICATIQNS DESIGNED BY DATE ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMIIhIING THE MAXIMUM SYSTEM FLOW RATE. THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35 GPM PFR SKIMMER _ °L 1. CALCULATE POOL VOLUME: O® X 2 X 7.48 (GAL./CUBIC FOOT) _ 6 (SURF. AREA) (AVG. DEPTH) (VOL. IN GAL.) 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: _ _ X 60 (MIN./HR.) = ---� RS) (TURNOVER IN MIN.) 3. DETERMINE MAX FLOW RATE: _3 3 (o L- / (®_ (VOL IN GAL) (TURNCVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) 4. SPA JETS: G X GPM PER JET = _ FLOW RATE (NO. OF JETS) (JET FLOW) (TOTAL JET FLOW RATE) (FOR SINGLE PUMP POOL/SPA COMBO, USE THE HIGHER OF N!iO. 3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE IP SIZES: BRANCH PIPING TO BE INCH TO KEEP VELOCITY 6 FPS MAX. AT Iir GPM MAXIMUM SYSTEM FLOW RATE. TRUNK PIPING TO BE z INCH TO KEEP VELOCITY @ f'I FPS. MAX. AT Z GPM MAXIMUM SYSTEM FLOW RATE RETURN PIPING TO BE INCH TO KEEP VELOCITY @ 10 FPS MAX. AT /63 GPM MAXIMUM SYSTEM FLOW RATE DETERMINE SIMPLIFIED TDH: 1. DISTANCE FROM POOL TO PUMP IN FEET: �d✓� 2. FRICTION LOSS (IN SUCTION PIPE) IN ,? � INCH PAPE PER 1 FT. TDH CALCULATION OPTIONS: FOR EACH PUMP CHECK ONE SIMPLIFIED TOTAL DYNAMIC.HEAD tSTDH) COMPLETE STDH WORKSHEET -FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) ED COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS MAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP @ /3� GPM = , a Y (FROM PIPE FLOW/ FRICTION LOSS CHART) FRICTION LOSS (IN RETURN PIPE) IN-_ . INCH PIPE PER 1 FT. @ G3 GPM = 16 (FROM PIPE FLOW/ FRICTION LOSS CHART) 4. G X " G'g( = _ )" 1�1 (LENGTH OF SUCT. PIPE) (FT OF HEAD / i F5; PIPE) (TDH SUCT. PIPE) 5. qo X J_(o = 9.N (LENGTH OF RETURN PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDH IRETURN PIPE) TDH IN PIPING: '1�j. 2 FILTER LOSS IN TDH (FROM FILTER DATA SHEET): _ 9 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): _ 7 - TOTAL ALL OTHER LOSS: /Q SELECTED PUMP AND MAIN DR/I,IN COVER: TOTAL SIMPLIFIED TDH: 32, 2 0 PUMP SELECTION (PUMP MODEL & SIZE IN HP) USING PUMP CURVE FOR SIMPLIFIED TDH & SYSTEM FLOW RATE MAIN DRAIN COVER C J s -m -H KID -06P �aa�., e i; aC C f -t P 2 -SS o G ?2_,>c. (MAKE & MODEL) IiMUST NOT EXCEED APPROVED COVER FLOW RATE) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR SLICTION OUTLETS TYPE OF COVER _ O O DUAL MAIN DRAIN SUCTION OUTLE77S @ �_� GPM MAX. FLOW O O O MULTI DRAINS SUCTION OUTLETS @ ]GPM MAX. FLOW CHANNEL DRAIN CHANNEL DRAIFI @ a.os GPM W/ �--� PORTS 1. IF A VARIABLE SPEED PUMP IS USED, USE THE MAX. PUMP FLOW IN CALCULATIONS. 2. FOR SIDE WALL DRAINS, USE APPROPRIATE SIDE WALL DRAIN FLOW AS PUBLISHED BY MANUFACTURER. 3. IN -FLOOR SUCTION OUTLET COVER/GRATE MUST CONFORM TO MOST RECENT EDITION OF ASME/ANSI A112.19.8 AND BE EMBOSSED WITH THAT EDITION APPROVAL. 4. PUMP & FILTER MAKE, MODEL AND LOCATION CAN NOT CHANGE WITHOUT SUBMITTING REVISED PLANS AND TDH WORKSHEET. CHART 1 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER I THAN THE CALCULATED TDH ? DATE A ONTRACTOR SIGNATURE CHART2 THE FOLLOWING CUT SHEETS ARE INCLUDED ®' PUMP FILTER ff7-MAIN DRAIN Q OTHER _ Q HEATER a THERAPY JETS ® WATER FALLS 4 -A -KCS -, . 'SM SWIMMING POOL SPECIFICATION FOR CONTRACTORS PRINTED NAME CGPc o3,?a4-. CONTRACTORS CERT. NO. Z�-6- 2,4!;-s CONTRACTORS TEL. NO. Ayc�IV7.c ��ocls / .41 -IC u f� lu lu ,®z l®z 3 Loll lu IX lu lu N �X z O Q U 3 om U- 19 � } Z m v ,n fY (K �; n a I�Sir. 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Performantie Curves - IntetliFloYs*sves Pump D-34RPM MAX SPEE5 I I I I I I FACTORY PRESETSPEE05 I-0� j I — 3450 RPM 3110 RPM I i —7350 RPM SPEED4- 3110 RPM � 15ODRPM 1100 RPM _ I I NN� - SPEED3-2350 RPM— - SPEED2-150D RPM I i SPEED I-1100 RPM I I 0 10 20 30 40 50 60 70 80 90 100 110 120.130140 150 160170 180 Flow Rate in U.S. GPM Hair and Lint Strainer • Basket - Polypropylene thermoplastic basket colored white for easy debris removal. - 7.75 inch tall basket with large open area exceeding the requirements of NSF for maximum debris removal and efficiency. • Lid - Clear "see thru" polycarbonate thermoplastic lid for easy view into the basket area. f • Lid Locking Ring - Glass filled thermoplastic. - Cam and Ramp' Lid and Locking Ring allow for quick and easy access to the basket. Motor • Frame and Type - NEMA Rated 56 Frame square flange totally enclosed fan -cooled. - Permanent magnet synchronous motor (PMSM). • Shaft - 303 stainless steel construction. • Thermal Overload Protection - Thermal overload protection provided by the integral motor control. • Bearings - Lubricated, double seated, single row ball bearings. Electrical - 230 Volts, 1 phase, 16 amps maximum 50 or 60 hertz. Pump Maximum Thermal Limits - Ambient air temperature: 122° F, 50C. - Liquid temperature: 104° F. NTELLI FLO' vs+svRs INTELLIGENT VARIABLE SPEED PUMP COMPLY WITH FEDERAL ANTI -BODY ENTRAPMENT STANDARDS AND SAVE MONEY The lntelliFlo vs+sVRS Pump is the best way to add a Safety Vacuum Release System (SVRS) to your public pool or spa. It helps provide an important layer of entrapment protection and adds money -saving value. STANDARD FEATURES • Replaces 3HP or smaller pumps. • Complies with the current ASME Al 12.19.17 standards for anti -body entrapment protection. • Onboard intelligence detects blockage and automatically shuts pump off within seconds. • 8 settable, changeable speeds ranging from 1100 to 3450 RPMs. • NSF certified and UL and ETL Listed. While other safety solutions represent an added cost, the lntelliFlo vs+svRs pump is an investment that may potentially save thousands of dollars in energy costs over its long life. pentaircommercial.com KEY FEATURES CLEAR & CLEAR' CARTRIDGE FILTER Carefree by design Like all Pentair cartridge filters, the Clean & Clea features an easily -cleaned cartridge for the ultim carefree pool filtration. The fiberglass -reinforce( halves are secured with a clamp ring—just looser ring and remove the top half for easy cartridge ac and rinsing. Filter maintenance doesn't get any e Single -piece base and tank Constructed of fiberglass -reinforced polypropylene for strength, chemical resistance and maximum durability. High Flow'" manual air relief valve Relief valve with continuous internal air relief work together to maintain optimum filtration efficiency at all times. 1-1/2" drain cap and For quick and conve and winterization. Innovative lock -ring Requires only an easy half of a revolution for a leak -proof seal. Easy access 1-1/2" drain Allows easy and quick access to cartridge and internal parts. Easy to remove and rinse cartridge Model Filter Vertical Filter Flow Rate Turnover Capacity (Gallons) Number Area Sq. Ft. Clearance' Diameter GPM 8 hrs. 10 hrs. 12 hrs. CC 50 50 30" 15.5" 50 24,000 30,000 36,000 CC 75 75 39" 15.5" 75 36,000 45,000 54,000 CC 100 100 61" 15.5' 100 48,000 60,000 72,000 CC 150 150 76" 15.5" 150 72,000 90,000 108,000 CC 200 200 76" 15.5" 150 72,000 90,000 108,000 `Required clearance to remove filter elements 04= 1620 Hawkins Ave I Sanford, NC 27330 1 United States 1 800.831.7133 1 111pentair.com All Pentair trademarks and logos are owned by Pentair pic. Clean & Clear' and High -Flow" are trademark!h and/or registered trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/or other countries. Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. P7-121 09/18 ©2018 Pentair Water Pool and Spa, Inc. All rights reserved O CARTRIDGE FILTER Crystal clarity with cartridge convenience. The Clean & Clear filter combines top -end filter performance with low maintenance. This dependable design uses special filter elements to strip tinv particles from vour Big performance. Small footprint. EFFICIENCY, FAST HEATING AND SIMPLICITY IN A SLEEK, COMPACT PACKAGE. When you want the soothing experience of warm water, the MasterTemp® High Performance Heater brings you the design features that deliver lower operating costs, easy operation and a long, dependable service life. MasterTemp heaters are welt -known for best -in -class energy efficiency and low emissions, even white heating your pool quickly. They feature an exceptionally compact design for such a high-performance heater, so they fit on smaller, less -intrusive equipment pads. Controls are intuitive and easy to use. MasterTemp heaters are also designed for super -quiet operation to help keep your poolside experience tranquil. 0I WIVAU14 0 Economicat and fast Premix combustion technology for best -in -class efficiency and fast warm-ups; no tong waits to enjoy your pool • Enhanced design Steek, updated Looks with easy-to-use controls Built to last Tough, rustproof composite exterior weathers the elements 5 85,210 97,383 121,729 146,075 194,766 2069, 2,364 2,955 3,546 4,727 10 42,605 48,691 60,864 73,037 97,383 1,034 1,182 1,478 1,773 2,364 15 28,403 32,461 40,576 48,692 64,922 690 788 985 1,182 1,576 20 21,303 24,346 30,433 36,519 48,691 517 591 739 887 1,182 25 17,042 19,477 24,346 29,216 38,953 414 473 591 710 945 30 14,201 16,230 20,288 24,345 32,461345 394 493 591 788 35 12,173 13,912 17,390 20,868 27,824 296 338 423 507 675 40 10;651 12,173 15,216 j 18,260 24,346 259 295 369 443 591 'ASME models available. See your Pentair representative for details Rotatable keypad for easy access in any orientation Easy-to-use, intuitive controls for operation and diagnostics 1 Certified for low NOx emissions and outperforms industry standards SPA SIZING` Quiet operation keeps your poolside tranquil t -in safety features are system protection easy diagnostics 175 21.0 31.0 ^40 0 50.0 61.0 71.0 81.0 91.0 I 102.0 20018.0 27.0 35.0 44.0 53.0 62.0 710 80.0 89.0 250/250HD 15.8 23.5 30.8 38.5 46.5 �- 54.3 62.0 70.0 77.8 30013.5 -, 20.0 26.5 33.0 1 40.0 46.5 1 53.0 60.0 66.5 400/40OHD 9.0 13.0 18.0 22..0 I 27.0 31.0 35.0 40.0 ( 44.0 'Note: The chart is based on a 30°F 116.6°C) temperature rise, discounting losses and only based on heat required to raise temperature in minutes. o Two-yeartimitedwarranty.. See warranty for details. FOR CLEAN, PURE AND SILKY POOL WATER, JUST ADD SALT. Your pool is your backyard oasis. Now, you can turn it into a siha-like experience with crystal-clear water that feels smooth and sill cy to the touch. With the IntelliChlor° Salt Chlorine Generator from Pentair, ordinary table salt is converted into pure chlorine safely, effei tively PURE CHLORINE. NONE OF THE DRAWBACKS. is No more buying, carrying, storing or handling chlorine EFFORTLESS CHLORINATION. 0 No more spills, odor, stinging eyes or irritated skin. Electrolytic chlorine generation is the most convenient way to keep your pool clean. Simply adjust the control to achieve the optimal level of chlorine. IntelliChlor does the rest, automatically producing a steady stream of pure chlorine to help keep your pool water clean, clear and free of bacteria and other contaminants. What could be easier? Water and dissolved salt flow through the generator cell. No more bleached -out bathing suits. Through electrolysis it is converted into chlorine. Once the chlorine has pool of contaminants, and the cycle repeats. LED indicator lights for salt level, system status and chlorine output. Easy operation Choose from one of five sanitizing levels. Push the button and you're done. Intelligent design Automatic reverse cycling helps prevent scale buildup. And, unlike its competitors, electronics are isolated in the cell, away from high heat components. Multiple sizes Available in four model sizes to fit the chlorine needs of any pool. Your Pentair dealer will help select the perfect fit for your pool. Automation ready Seamlessly interfaces with Pentair automation systems. If adding automation and a chlorine generating system at the same time, opt for a Pentair IntelliTouch,l or EasyTouch° Control System with built-in IntelliChlor for ultimate convenience and savings. I water is the pool. INTELLICHLOR0 F SALT CHLORINE GENERATOR Find out why the IntelliChlor Salt Chlorine Generator is the best chlorinator for your pool at www.pentair.com. • Automatically converts common table salt into all the pure chlorine your pool needs—simply, effectively and safely. • Creates clean, crystal-clear water that is soft, silky and smooth to the skin. • Eliminates the need to buy, store and handle chlorine. • After the chlorine has disinfected your pool, it reverts back into salt and the cycle repeats. • select'" ►C® PENTAIR The IntelliChlor Salt Chlorine Generator has earned the Eco Select' brand distinction as one of the greenest and most efficient choices from Pentair. 1620 Hawkins Ave I Sanford, NC 27330 1 United States 1 800.831.7133 1 pentair.com All Pentair trademarks and logos are owned by Pentair plc. IntelliChlor', Intelliiouch`, EasyTouchl and Eco Selectare registered trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/or other countries. Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. P2-10110/18 ©2018 Pentair Water Pool and Spa, Inc. All rights reserved. A INTELLICHLOR @ SALT CHLORINE GENERATOR Transform your pool with ordinary table salt. ►►► PENTAt Standard light shows 4 SAm Mode: Cycles through the color spectrum of the SAm Light Party Mode: Rapid color changing builds energy and excitement Romance Mode: Slow transition for a mesmerizing and calming routine California Sunset Mode: Dramatic transitions of orange, red and magenta tones 0 American Mode: Patriotic red, white and blue transition A; Caribbean Mode: Transitions between a variety of blues and greens Royal Mode: Cycle that selects only rich, deep tones of color BETTER LIGHT DISPERSION. The innovative lens geometry and reflector design of the IntettiBrite 5g lights provide a choice in positioning based on a pool's shape and layout. The default wide mode is used for lights in the side of pools, while the narrow mode is used for lighting under diving boards and can illuminate the length of the pool. Plus, IntettiBrite 5g's light beam distribution eliminates "hot spots" and glare. O Reflector O LED lights O Light beam 4 distribution i SYNCHRONIZES SEAMLESSLY WITH CONTROL SYSTEMS. / 4 InteltiBrite 5g lights easily pair with IntetliTouch© or EasyTouch® Control Systems for superior pool, spa and poolscape equipment automation. In addition, the IntelliBrite Controller offers pool and spa owners without an automation system fast and easy switching to their favorite color modes. GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSI?I NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIIC CODE - LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRLICTION IN EASEMENTS OR REQUIRED SETBACK AREAS, POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATIONTO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH F BC 454.2.14, "WATER HEATING EQUIPMENT." 10, TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFE'Y COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH ;)0" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 10'0", USE #4 BARS AT 6" ON CEPITER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOU- SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2". 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK /'ND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 Dl,YS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318, MINIMUM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORM)\L" SOILS ONLY, 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALI, BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE 13Y ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 1922 AND ACI 506 CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LES;) THAN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE/GUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNII'E FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL I=OLLOWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE: AT LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE - 0 CURVATURE OF THE WALL, 1 -#4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. 16, AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDRihSTATIC PRESSURES, MINIMUM REINFORCEMENT #3 -SEE STRUCTURAL NOTE 5 BARS SPACED 10" O.C. E.W. TYPICAL POOL 3' TO 8' DEEP TYPICAL n SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED-� EXTRA TRANSVERSE REINFORCEMENT -#3 LENGTH �! SPACED ON 10" CENTERS BETWEEN MAIN BARS, HYDROSTATIC RELIEF -I CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO 8W THF I TRANSITION EXISTS) 143 DIAGONAL. ii=..W. AT DRAIN REINFORCEMENT. I I- MIN. 3" SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) 'i -I SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N.T.S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION LADDER z_ N 8%11" -v ESCUTCHEON PLATE ANCHOR SOCKET VDISTURBED SIL (NO VOIDS) RUBBER BUMPER 6" MIN. TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) PIPE SIZE 6 FT/S 8 FT/S 10 FT/S 1" 16 GPM 21 GPM 26 GPM 1Y" 37 GPM 50 GPM 62 GPM 2" 62 GPM . 82 GPM 103 GPM ZY2" 88 GPM 117 GPM 146 GPM 3" 138 GPM 181 GPM 227 GPM 4" 234 GPM 313 GPM 392 GPM 6" 534 GPM 712 GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. WATER LEVEL (CENTER LINE OF SKIMMER) z_ EQUALIZER FITTING W/ VGB-COMPLIANT GRATE (IF INSTALLED) VACUUM FITTING - SEE NOTE 3 BELOW NOTES: 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS W THE LID, THROUGH AN ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE, 2, EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE, IF THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED, THE SKIMMER PORT MUST BE PLUGGED 3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED I�( 3"-6" t( WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL FLOOR REINF. AS PER / STANDARD PLAN 2 - #3 BARS BENT AS SHOWN EACH 1 1/2" DIA. -III I I WY ADLAPPED HYDROSTATIC RELIEF -I 8W THF I PIPE BOTTOM 12" PERFORATED. REINFORCEMENT. I I- MIN. 3" (SEE -III GENERAL NOTE 13) ' CLEARANCE I FROM EARTH I I 3/4" - 1- 1/2" I I (- DRAII _ ° MAIN DRAIN DETAIL 24" SO N.T.S. OR H PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 I CIN OF ATLANTIC BEACH 9w 9. '` RESIDENTIAL GENERAL NOTES AND Certificate of Authority No. 28177 3�, &WAVitY@8-t-loURT,SUITEi01 DETAILS.. w�..' \GEIV `s THE BATTS COMPANY .y CPC037046 - CGC055163 No. 56714 # y 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 4 _ (904) 246-2455 (904) 249-0457 •�<<, DWG. BY. MAC NOT TO SCALE AL R; SHEET 1 OF 5 APPROVEOBY: JEL ffffffPE@@Pf@@46!!!lliYlii 1/2" WHITE VINYL JOINT STRIP (N/A FOR PAVER DECKS) CONCRETE DECK (OPTIONAL) WITH SLIP RESISTANT TOPPING ON COMPACTED GROUND WITH ALL ORGANIC MATERIAL REMOVED. 4" THK. WITH FIBER MESH, 6" WITH #3 REBAR 3 EA #3 REBAR CONTINUOUS 18" LAP SPLICES AS NECESSARY 3" \� MIN STD. REINF.: #3 REBAR @ 10" O.C. B.W. MIN. COVER 3" (EARTH SIDE), 2" (POOL SIDE). REFER TO STRUCTURAL NOTE #1 FOR ALTERNATE SCHEDULE. 8"-11" WATER LINE TILE, GLAZED, MIN. 4" M TYPICAL WALL RETURN, OR 1 VACUUM FITTING, WITH WATER STOP FLANGE LIGHT FIXTURE & NICHT_ R=6"WHENH=3'-0" RADIUS INCREASES 6" FOR EACH 1' OF DEPTH < 5'-0" R = 2'-0" WHEN H = 5'-0" RADIUS INCREASES 1' FOR EACH 1' OF DEPTH > 5'-0" QUARTZ AGGREGATE PLASTER FINISH SHOTCRETE/GUNITE WALL 6" MIN SHELL TYPICAL POOL WALL SECTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS HORIZ. REIN. #3 BARS 8" INCHES 3.0 6 3.5 6 4.0 8 4.6 10 5.0 10 VERTICAL REINFORCEMENT #3 - 10 INCH CENTERS. NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING SEE SPA WALT_ SCH. 2 - #3 BARS (OR 1 - #4 BAR) " CPC037046 - CGC055163 z WATER HORIZ. REIN. #3 BARS 8" 1 NTROUGH O.C. FOR FREE STANDING k (904) 246-2455 (904) 249-0457 WALLS A 0® ea ° a k ' = AT VERT. REINF. SEE SPA • G[, �' ® P; s -� F 610 oe Ea °m �.,, NOTE15 VAX WALL SCH. PLANS EXPIRE: ATER OUGH SPA DETAIL N.T.S. 6 Im z z° 3" 00 O MIN. I Z Q J io Q 2 - #3 EACH WAY II o •II LIGHT NICHE DETAIL N. T, S. 3" MIN. (TYP.) DECK SLAB �– VINYL �— I) t0 SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-#3 BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. #3 BAR BEND AS SHOWN EXPANSION JOINT SKIMMER DETAIL N.T.S. BEND DOWN BOND BEAM BARS EXPANSION JOINT DECK SLAB — �Li ALTERNATE LOCATION OF BOND BEAM BAR (TYP) COPING DETAIL N.T.S. 6" DECK SLAB II � 3-#3 I o MINIMAL BOND BEAM N.T.S. NOTE: MAYBE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH RESIDENTIAL STRUCTURAL DETAILS " CPC037046 - CGC055163 z WATER 12" ALTERNATE 1602 NORTH 3RD STREET NTROUGH PLUMBING (904) 246-2455 (904) 249-0457 LOCATION A 0® ea ° a k ' 6„ SEE STRUCTURAL AT AT GRADE • G[, �' ® P; s -� F 610 oe Ea °m �.,, NOTE15 VAX PLANS EXPIRE: ATER OUGH �OR ELEVATED I^ III; TYPICAL REINF.+ EL I� MARCH 19 2019 10" O.C. E.W. OR f I SHEER DESCENT DETAIL t N.T.S. FLOOR REINF. CONT. FROM SPA TO POOL Certificate of Authority No. 28177 EITHER 4337 PABLO OAKS COURT, SUITE 101 JACK DIRECTIONP CfEtt�!YVAttggt,� `kk*l�3,77 i�'..92,36 G "I'll, C m R ® 9 w` _t _ ° ° EXPANSION JOINT DECK SLAB — �Li ALTERNATE LOCATION OF BOND BEAM BAR (TYP) COPING DETAIL N.T.S. 6" DECK SLAB II � 3-#3 I o MINIMAL BOND BEAM N.T.S. NOTE: MAYBE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH RESIDENTIAL STRUCTURAL DETAILS THE BATTS COMPANY CPC037046 - CGC055163 m 7 4 1602 NORTH 3RD STREET e A JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 A 0® ea ° a k ' • G[, �' ® P; s -� F 610 oe Ea °m �.,, DWG. BY: MAC NOT TO SCALE SHEET 2 OF 5 APPROVED BY: JEL 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARi\LLEL TO DUAL PUMPS IN PARAL`'_EL PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL FO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" ;SEPARATION REQUIREMENT, I.E.ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. DUAL SUCTION OUTLE=T ARRANGEMENTS 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) VELOCITY = 6 FT / S SCH 40 SCH 80 SUCTION PIPE MAX FLOW MAX FLOW DIAMETER (GPM) (GPM) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 2" 63 55 2 112" 90 79 3" 138 124 4" 238 215 6" 540 488rm,om n SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL E E AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -MORE SUCTION OUTLET ARRANGEMENTS NOTES: I 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATE;I SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S), 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURF,4CE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUAL SUCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLE SUCTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI A112.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/i\SME Al 12.19.& -LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET : UMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLDCKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GF'ATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA). 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" AIR GAP (MIN.) 1 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SUCTION PIPING TO AIR GAP PIPING TO SUCTION PIPING SUCTION OUTLET 2" 90° BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING, LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL IM PLANS EXPIRE: PLANS VALID FOR THIS DEBRIS OUTLET MOUNTED BUILDING DEPT. ONLY. IN POOL FLOOR MARCH 19, 2019 CITY OF ATLANTIC BEACH SEE NOTE 1 BELOWD 2 m 4� RESIDENTIAL SUCTION OUTLET NOTES Certificate of Authority No. 28177 CIRCULATION LINE TO LEAF 4337 PAB COURT, SUITE 101 PUMP MINIMUM PIPE LENGTH 18" AND DETAILS CANISTER /RECIRCULATION *° JA , s 2 77 86 X92-9236 NOTE: aj° .,' 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) E/ ° �'��.,; THE BATTS COMPANY ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVERIGRATE LOCATED A MINIMUM OF 18" FROM THE s° TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM, C) A LISTED MANUFACTURED CPC037046 - CGC055163 ° °" SAFETY VACUUM RELEASE SYSTEM. .5 / 7 14 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 OUTLET SUMPS IN SERIES �a0a i°qA (904) 246-2455 (904) 249-0457 fy DWGBY I D . _ MAC o�^a OF�S8Aem)tL E®° NOT TO SCALE SHEET 3 OF 5 APPROVED BY: JEL IVA _,!/�'F�a' p� fRenx.sseso'.;,':5'-i�l�'j*`•• 43 BAR CONTINUOUS 1 #3 BAR 4" CONCRETE DECK VERTICALLY @ PAVER BRICK 36" ON CENTER z>> d• Z ° N O COMPACTED COMPACTED 0 MATERIAL 4'OR Z MATERIAL FLATTER F ° 1 #5 REBAR 1 #5 REBAR FINISHED CONTINUOUS.: 'b CONTINUOUS o GRADE N X Y A io L- OLD GROUND 4" 0 PILASTER EVERY 4" 0 PILASTER EVERY 5' WITH 1 #3 REBAR 5' WITH 1 #3 REBAR CONCRETE DECK TURNDOWN #3 BAR CONTINUOUS 1 #3 BAR VERTICALLY @ 8" 36" ON CENTER v • N N 4' OR Q FLATTER 18" FINISHED GRADE OLD GROUND PAVER DECK TURNDOWN I NOTE: N B 3/4" X A n GENERAL NOTES 1. DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR. 2. TURNDOWN SHALL EIEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. 3, ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. 4, CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. 5. ALL CONSTRUCTION! TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL 2017 TOGETHER WIl'H LATEST REVISIONS. 6, REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. 7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4"0 PILASTER WILL BE REQUIRED EVERY 5 FEET HAT WILL BE EITHER 2 FEET INTO THE GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A 43 REBAR TIED INTO THE 45 REBAR IN THE BASE OF THE VERTICAL POUR PAVER BRICK Qa �d COMPACTED MATERIAL d < .a SWALE FOR 1 #3 BAR DRAINAGE 8" VERTICALLY @ 36" ON CENTER • O. 1 #5 REBAR "a CONTINUOUS ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATIOI 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL, IF THE VERTICAL D\DIMENSION FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR A 12" TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. DECK TURNDOWNS (NOM. 4") TYP. GRADE GRADE 8" GRADE 12" m PLANS VALI[ PLANS EXPIRE: i BUILDING DI 1 #5 BAR 2 #5 BAR CONTINUOUS CONTINUOUS MARCH 19, 2019 NO FOOTER 8" x 8" FOOTER 8" x 12" FOOTER CITY OF ATLP GRADE 12 RESIDE FOOTER NOTES: ,FOOTER iv Certificate of Authority No. 28177 1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL 4337LN9NfAk$�CY SUITE 101 (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING S ®0�377FAX: CAPACITY TO PREVENT SETTLING. 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2.500 PSI WITH FIBER MESH 2 #5 BAR OR 6x6-10x10WW MESH. CONTINUOUSffU� THE BATTS 3. 3 #3 BARS IS EQUIVALENT TO 1 #5 BAR. ° ° _ v J v CPC037046 - 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICP; / X PAVERS PLACED EITHER 12" 12" FOOTER O. 4 " OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. ` a 1602 NORTH 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, TI1E SWIMMING POOL n {� JACKSONVILLE E CONTRACTOR MUST COORDINATE CONSTRUCTR)N OF ANY REQUIRED T (904) 246-2455 FOOTER WITH THE SCREEN CONTRACTOR. R_ TYPICAL FOOTER DETAILS -f,,�s�°•••° L�Fti ` NOT TO SCALE SHEET 4 1,' 4" 0 PILASTER EVERY J L OLD GROUND 5' WITH 1 #3 REBAR CONCRETE DECK TURNDOWN GENERALNOTES OLD GROUND 4" 0 PILASTER EVERY 5' WITH 1 #3 REBAR PAVER DECK TURNDOWN ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION 1. #3 BAR CONTINUOUS 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION 1#3 BAR CONTINUOUS FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN 2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED COMPACTED TO PF;OVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 1 #3 BAR ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR 1 93 BAR CONCRETE SHALL ONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. PAVER BRICK SWALE FOR ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL 1 #3 BAR 4" CONCRETE DECK VERTICALLY @ 6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. VERTICALLY @ 7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT DRAINAGE 8. VERTICALLY @ 1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR ;STRUCTURALLY SOUND SOIL` 36" ON CENTER PAVER BRICK (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 8" 36" ON CENTER • 4337 Wli WARYVOkjJ " SUITE 101 IL�E, 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF :!,500 PSI WITH FIBER MESH 36" ON CENTER �., 3 �'Y -9236 OR 6x6-10x10WW MESH. • .. p®vim ° .i®� E SSC � CONTINUOUS . _ 3. 3 #3 BARS IS EQUIVALENT N t 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER d` • n OVER THE TOP OF THE FOOTER OR ABUTTING TH1- FOOTER.° 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL d4° ° O' t .a.. O. 4 co COMPACTED p COMPACTED 4'0 Q t • COMPACTED It MATERIAL � MATERIAL TYPICAL FOOTER DETAILS FLAT TER MATERIAL ATTT R FLATTER :D a: ,� °... B=9"- 18" d m 1 #5 REBAR FINISHED 1 #5 REBAR CONTINUOUS: '' FINISHED GRADE NOTE: a 1 #5 REBAR CONTINUOUS m NOTE: CONTINUOUS GRADE v v 8-34"xA B=%"xA Aa 4" 0 PILASTER EVERY J L OLD GROUND 5' WITH 1 #3 REBAR CONCRETE DECK TURNDOWN GENERALNOTES OLD GROUND 4" 0 PILASTER EVERY 5' WITH 1 #3 REBAR PAVER DECK TURNDOWN ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION 1. DETAIL IS BASED OV NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>4 TO 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR. FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN 2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED COMPACTED TO PF;OVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 3. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR 4. CONCRETE SHALL ONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. A 12" TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN 5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN 2017 TOGETHER W TH LATEST REVISIONS. SHOULD NOT BE USED. 6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST 7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. WILL BE EITHER 2 FEET INTO THE GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE 1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR ;STRUCTURALLY SOUND SOIL` PILASTER WILL HAI/E A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR Certificate of Authority No. 28177 DECK TURNDOWNS (NOM. 4") TYP, GRADE GRADE 8" GRADE 12" 111IN/111 HIM 111VIlil 1110 PLANS EXPIRE: 1 #5 BAR 2 #5 BAR CONTINUOUS CONTINUOUS MARCH 19, 2019 NO FOOTER 8" x 8" FOOTER 8" x 12" FOOTER FOOTER NOTES: GRADE \ 12" 1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR ;STRUCTURALLY SOUND SOIL` N Certificate of Authority No. 28177 (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. • 4337 Wli WARYVOkjJ " SUITE 101 IL�E, 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF :!,500 PSI WITH FIBER MESH �., 3 �'Y -9236 OR 6x6-10x10WW MESH. 2 #5 BAR°°°`_ p®vim ° .i®� E SSC TO 1 #5 BAR. CONTINUOUS J ° 3. 3 #3 BARS IS EQUIVALENT t 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVER THE TOP OF THE FOOTER OR ABUTTING TH1- FOOTER.° 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL 12" X 12" FOOTER O. 4 CONSTRUCTION OF ANY REQUIRED o CONTRACTOR MUST COORDINATE FOOTER WITH THE SCREEN CONTRACTOR. Q7- u TYPICAL FOOTER DETAILS PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH RESIDENTIAL FOOTER DETAILS THE BATTS COMPANY CPC037046 - CGC055163 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 (904)246-2455(904)249-0457 DWG. Ey: MAC NOT TO SCALE SHEET 4 OF 5 APPROVED BY. JEL� TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY REFER TO NOTE #6 1 TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION SPST BOX TOGGLE SWITCH 4' MIN. m l I DISCONNECT POOL DECK 12 V TRANS. 3 #12 IN y" COND. 1 1 I I REFER TO NOTE 1 R T 1 I I I I I I PUhIP J \ NOTES: 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - LATEST 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING 12V/ 300W WITH LOW WATER AND ALL FIXED METAL PARTS NOT SEPARATED BY CUT-OFF OR 120 VAC W/ GFCI PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM PER NEC WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. ELECTRICAL DIAGRAM PUMP MOTOR #8 BOND TO STRUCTURAL STEEL SERVICE PANEL 3 INCOMING POWER SUPPLY NEUTRAL BAR TO GROUND GROU/NO BAR L BAR TRANSFORMEF;� F4 H -N -G L_ GROUND BAR #8 BONNDUIT IN CONTROL PANEL PVC CO POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL TYPICAL GROUNDING�SCHEMATIC ENERGY EFFICIENCY NOTES. 1. I IME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: 1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR -AND WASTE -HEAT RECOVERY POOL SYSTEMS 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: OUTDOOR POOLS DERIVING OVER 701 OF THE ENERGY FOR HEATING FROM A SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN } OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP 15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CIRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' MIN. JUNCTION BOX - RIGID, IMC OR NON METALLIC CONDUIT BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT 300 WATT UNDERWATER LIGHTS SHALL BE NEC. APPROVED AND SHALL FEATURE STAINLESS STEEL FORMING SHELL WITH BRASS MOUNTING RING. SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF A 360° DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETAIL JUNCTION BOX (IF USED) LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL LIGHT HEATER CASE POOL CONTROL METAL CONDUITS REINFORCING PANEL OR PIPING SYSTEM STEEL 111 00 III _ PUMP MOTOR, I 1 • TYPICAL BONDING SCHEMATIC ELECTRICAL NOTES: 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUTARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN S HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL. 3. IF APPLICABLE, PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8' IN LENGTH, FOR 12V CIRCUITS 8' TO 15' IN LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15', BUT LESS THAN 25' IN LENGTH, PROVIDE #6 AWG CONDUCTORS AND #6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25' IN LENGTH. 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 - OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT, RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF APPLICABLE. 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS. 7, THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 I CITY OF ATLANTIC BEACH t RESIDENTIAL Wgw ELECTRICAL NOTES Certificate of Authority No. 28177 4337PABLOOASpp(g"p(g�pURT,SUITE101 CKSQI 1l_�EE°' AND DETAILS 3LL�4pAppgri 9 �o9K THE BATTS COMPANY CPC037046 - CGC055163 0 56 14 ;' __ 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 7 = (904) 246-2455 (904) 249-0457 R I V °°j° S nT7A4 EP.R'TN \� o�a� T - MAC NOT TO SCALE SHEET 5 OF 5 DING. BV._ APPROVED BY: �EL� °j°°pPpAp/AeFle=ffe.....,.c•.c: `�4"';4q �. q7% 10th STREET . 3' PERVIOUS J�c.Novc� (40 RIGHT-OF-WAY) AVER 20' WIDE WALKWAY PERVIOUS PAVER DRIVEWAY W/ 36" SILT FENCE PORTABLE GRAVEL BEDS JOBSITE PARKING (TYP) JOB SITE TOILET WATER METER 11.9 ® N83.1 n E . 6 `E04 12.3 I CONSTRUCTION x 20,x- DUMPSTER Geo 5.16' JOB 12.1 BOX GAS `� nTr--f 12.4 CIA FENCE W/ _ ? � IIII GATE I - x v' L r �, 14' v 25.16' i 65' WALKWAYGVEL 3 �'i I ; EXISTING FENCE W/ I' STRUCTURE W GATE 0001 U r l co I TO BE _ REMOVED PERVIOUS PAVER SIDE STOOP � I s OUTSIDE Z•:`� n ------------------ - - cp all SHOWER 125_ FIN FLR pP�'� = 14.4 125 � I Geo ��"p �M 11 P EVISED 11.8 '1 ` � 205' � B L �//� 1110 R KS 12.4 14101 { PPROVED { DENIED SILT FENCE rOT APPLICABLE TO [SiW FENCE 1210 15.00' S 83'11'11" W $„ GNe 13� APPI10VED POOL ,,�- p (PERVIOUS PAVERS) BY OTHERS / (NOT A PART OF THEN PLANS) TREE SCHEDULE) LOT COVERAGE: LOT 1,125 SQ FT STRUCTURE COVERAGE 3,303 SQ FT EXISTING TREE STRUCTURE 3,303 / 1,125 TO REMAIN = 46.49'® PERVIOUS PAVER DRIVE (50% CREDIT) ?wa EXISTING TREE W/ GRAVEL BEDS 159 SQ FT TO BE REMOVED (50% CREDIT) PERVIOUS PAVER SIDE STOOP LVO LIVE OAK (509. CREDIT) 8 SQ FT CED CEDAR A/C PADS 18 SQ FT PALM PALM Reovovc.J HOL HOLLY FAGAl:-1;rmr.K (At 50%) all Sq_ RAI RAINTREE MUL MULBERRY TOTAL IMPERVIOUS 3,54& SQ FT CHE CHERRY J yFr IMPERVIOUS COVERAGE 3,fia461 :1 In CopsuF 69 Joe SQ P PREPARED FOR1 : JorolCOP 7., �rsvi o rs C.�.cri �9 9 � � • G�.ENN L'AY'T0N NOMI=S Cif NJOBNO. M LOT 18 4 THE EAST KLAYBOQ a -® 8sociate8, ins 21.6'IOF LOT 11SLOGK 1 D- SIDENTIAL DESIGNEQ8 mvm By ATLANTIC: SEAC:H FAWWAY JEF 230 10th STREET 1999 Wel's Road ®Suite E Orange Park, FL 32073 PIAN NO. ATLANTIC 5EAC:H, FL 32233 Tel: (904) 272-5339 K1631 PLAT BOOK 15 PG. 61 ORDERED BY: REVISION DATE_ y , SIGNED M/ SfV OCKE' LAW P. L, REAL ESTATE LAW ' 7pN101M��1 �Y70lea�ZAmr Q " PROPERTY ADDRESS: 230 10TH STREET, ATLANTIC BEACH, FLORIDA 32233 (REV.0 3/10/2018) 98023959 BOUNDARYSURVEY DUV/AL COUNTY 10 �/ JOB COPY � 6 /,;,/ SURVEY NUMBER: FL1802.3151 1/2" FIP NO ID Q P.R M. LOT 51AVEYOPM NOTP.St 'NC" ONMPR5tiw NOTDP.Tpp.kAjNCD TABLE: L 8 N 6°42143 W 540.000 (P) • • •G, •60� •� N 6°53'539 W 540.180 (M) `�Eqp • L2 N 83° 17'17® E 85.00' (P) N,536331400 E 85.35' (M) No 38324'•• l hereby cert/l)t ft'��KI'�� of ereon described property has been made under of survey t at f8,fhe X EYJbtvle nd belle% it is a bue and accurate representaPion of a survey thatrire � Standards fte set lbAh by the Florida Board of Professional Surveyors & Mapp. ofthe FloridaAdminisbative Code. �y 46 30 0 is 30 � GRAPHIC SCALE (In Feet) N I inch = 30' ft Use of7his Survey for _._.._._..-_ P ces oche neaWad Inshat 'MthWtotRVtllre,ttv"Veo6cadon wo' be at the Uam S Sok RU MW KltoUabllltytoMeSuvayorR orR SIM: FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING olivTS C MUNICIPALITY OR WVWV.FEMA:GOV, THE PROPERTY APPEARS TO BE SNE VISIBLE7: LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE CITY OF ATALANTIC BEACH, COMMUNITY NUMBER 120075, DATED 06/0/13. CFloLIENT N_UMBER: 2017-243 DATE, 3/1 Florida Land I ill" rIP 82°58'33° E 74.65' (NI) NO ID 112" FIP N N 83°17'17' E 75.00' (P) No 10 L2 31 .66' , a, a+ BRICK 1 5.5' � I 1 1 2A,3' I 1 7.VCr 8.0 ? , I N CI 1 i 0 1 STY. R RPS #230 t= O � 1 1 O 8.17 m 0 to 1 N 310 Uj u..1 t d- LOT I - m o� BLKI (nd) 1 oto , i ZZ a 1 �Ap 1 j i lLJ i 6 w.P. — 1 1 31 .66' S 83° 1 T 70 W 75.0(7 (P) W 74.57M) 112" FIP NO ID ----------__—_--L-'--- u2 rIP NO 10 5 83°08°101 O O O 1/2" FIP NO ID Q P.R M. LOT 51AVEYOPM NOTP.St 'NC" ONMPR5tiw NOTDP.Tpp.kAjNCD TABLE: L 8 N 6°42143 W 540.000 (P) • • •G, •60� •� N 6°53'539 W 540.180 (M) `�Eqp • L2 N 83° 17'17® E 85.00' (P) N,536331400 E 85.35' (M) No 38324'•• l hereby cert/l)t ft'��KI'�� of ereon described property has been made under of survey t at f8,fhe X EYJbtvle nd belle% it is a bue and accurate representaPion of a survey thatrire � Standards fte set lbAh by the Florida Board of Professional Surveyors & Mapp. ofthe FloridaAdminisbative Code. �y 46 30 0 is 30 � GRAPHIC SCALE (In Feet) N I inch = 30' ft Use of7his Survey for _._.._._..-_ P ces oche neaWad Inshat 'MthWtotRVtllre,ttv"Veo6cadon wo' be at the Uam S Sok RU MW KltoUabllltytoMeSuvayorR orR SIM: FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING olivTS C MUNICIPALITY OR WVWV.FEMA:GOV, THE PROPERTY APPEARS TO BE SNE VISIBLE7: LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE CITY OF ATALANTIC BEACH, COMMUNITY NUMBER 120075, DATED 06/0/13. CFloLIENT N_UMBER: 2017-243 DATE, 3/1 Florida Land I I -POOL SHAPE P! t A< 2 SIZE Pet - 3 3 DEPTHS 4 CAPACITY 5 STEPS BENCH ES 6 SWIMOUT 7 SUNSHELF A10 8 HANDRAIL(S) 9 GRABRAIL S 10 LIGHTS N741 Q 11 TILE 12 CONCRETE DECKING N14 SO FT. 13 PAVER DECKING NIA SO FT. 14 PUMP P7 H,P. {/ 15 FILTER ® C44-1,,00 C 15 CHLORINATOR 9 Cr 17 SKIMMERS i 18 MAIN DRAINS & 19 RETURNINLETS 20 FLOOR SYSTEM A70 21 AUTOMATIC CLEANER P -r2 J& [� 22 RAISED DECK /V:e� 23 WATER FEATURES J✓c 24 UNBRELLA SLEEVES 14®1C 25 HEATER �17� 26 GAS HOOK-UP I1 w 27 DECO -DRAIN MA4 28 CLEANING EQUIPMENT � %i C 29 LEAF SKIMMER WALL BRUSH C1 TEST KIT (I HOSE C) -4 POLE (1) START-UP CHEMICALS 0 ) VACUUM CI) 30 SPA INFORMATION CONCRETE SIZE `X ' DEPTH ` JETS BOOSTER PUMP HEATER Al ir 1460 opo COVER LIGHT RCW y + Z &e"4 SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: ACCESS a, h4 _C° O!P LETTER OF PERMISSION ELEVATIONS p ry lS4rLl»� TREE REMOVAL DIRT REMOVAL �� e CEMENT REMOVAL ELECTRICAL HOOK-UP 7a/G POOLSPECIFICATIONS DESIGNED BY �i $� 7-Y DATE Z®, r: G�rrytN�i IjIv .29• Spm* ,,.,I y 1 oF9.r t� SJ T t V S,c� FE I A SWIMMING POOL FOR —Jim 4 X.4s 44tzy AaeApe ca5 23a !o Srs�re-r 118" = 1' 1 THE BATTS COMPANY General & Swimming Pool Contractors m@ 1602 N. 3rd Street • Jacksonville Beach, FL 32250 (904)2 46-2455 FAX (904) 249-0457 CGC055163 CPC 037046 z u I \ V lu w LULU X30 ®®3-' �qT T ®O-®%3 �U �0® 1-- ®®� tj �—A ® 'iOlt � y 11 -1 f- ° LU : �® � a > >ae 0-� lu ® c� a- w® _ z CL "^ 5 CL -� Q 1-- ®®� tj �—A ® 'iOlt � y 11 -1 f- ° LU : �® � a > >ae 0-� lu ®1 w® Q k, 5 ® x® II 1 i • lu ro m II 1 i • it r • ,. • Ln ag., -' • Lij • Ln• 1-4 • 1 0 . • •