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C) F It V¢¢JJ `}Zm0 Xp/�b0/�/1N0 O / O,� Np1b0j� x�; � /Jpy; / /1 O 0'0 p6N o Foye \ Noop QI 6& V � 0 . 00. \ ry do� 0N W V) O Q- 0 Ci U 0 Ln O O m � z 0 Z 0 _ w Q¢ LU QQ 30 hN a. n F It V¢¢JJ `}Zm0 0 En Zp z 00 LV w =m z0 C) O O N m O W owNcn 00OU W OUQL' U z Lu �z°Ln > J3 �3 �:sl mw Lnj A SWIMMING POOL FOR y : F m tkC CC 1 Scale 118" = 1' THE BATTS COMPANY General & Swimming Pool Contractors 1602 N. 3rd Street • Jacksonville Beach, FL 32250 (904) 246-2455 FAX (904) 249-0457 CGC055163 CPC 037046 POOL SHAPE 0 01 2 SIZE /0j )e ' 3 DEPTHS 4 CAPACITY 5 11 STEPS 'x"t BENCH ES 'IVC 6 SWIMOUT MIA 7 SUNSHELF k 8 HANDRAILS t 9 GRABRAIL S W40 10 LIGHT(S) 11 TILE jr 12 CONCRETE DECKING AIM SQ FT. 13 PAVER DECKING &I rcAc AVO. SQ FT, 14 PUMP _� ., " a H.P. $ 15 FILTER PCA,,,, 15 CHLORINATOR SAty 17 SKIMMERS (e) 18 MAIN DRAINS I r 19 RETURN INLETS 20 FLOOR SYSTEM qfA 21 AUTOMATIC CLEANER 221 RAISED DECK '141 23 WATER FEATURES ^ 24 UNBRELLA SLEEVES fvf- 25 HEATER AM12 26 GAS HOOK-UP 27 DECO -DRAIN A11114 28 CLEANING EQUIPMENTc 29 LEAF SKIMMER �,`wc- WALL BRUSH TEST KIT a w^. HOSE I" q, POLES START-UP CHEMICALS 1^9 VACUUM��< 30 SPA INFORMATION CONCRETE SIZE t,^ DEPTH JETS BOOSTER PUMP HEATER COVER LIGHT SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: ACCESSLETTER OF PERMISSION e ,:;., s ELEVATIONS Iris, D TREE REMOVAL A qa DIRT REMOVAL CEMENT REMOVAL ELECTRICAL HOOK-UP POOL SPECIFICATIONS DESIGNED BY DATE A SWIMMING POOL FOR y : F m tkC CC 1 Scale 118" = 1' THE BATTS COMPANY General & Swimming Pool Contractors 1602 N. 3rd Street • Jacksonville Beach, FL 32250 (904) 246-2455 FAX (904) 249-0457 CGC055163 CPC 037046 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 ANSINSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC 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 CONE;TRUCTION 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 RELATION TO 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 W ATMOSPtIERIC 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 FBC 454.2.14, "WATER HEATING EQUIPMENT.' 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRI_SSURE 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 SAFETY 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 POO]- DURING ANY PERIOD OF ANY GIVEN YEAR. I STRUCTURALNOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE 93 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO EFEET DEPTH. BETWEEN 6'0" AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT TO" DEPTH INTI THE AREA OF THE POOL OVER VIN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY NI'ITH 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 10'0", USE #4 BARS AT 6'Ohl CENTER VERTICALLY STARTING AT TO" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIES 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 WITHOUT 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 AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. 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 "NORMAL• SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIA]. 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 BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRU(:TURES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PUKED ACCORDING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS 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/3UNITE 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/GUNITE FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING 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 SHOTCRI=TE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A61540. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BI= 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 THI,_-KNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 - #4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A NIIN]MUM 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 01 HYDROSTATIC PRESSURES. MINIMUM REINFORCEMENT #1 BARS SPACED 10. O.C. E.W. TYPICAL TYPICAL POOL 3' TO 8' DEEP SHOTCRETEGUNITE STEPS OR BENCHES Ac NEEDED EXTRA TRANSVERSE J REINFORCEMENT43 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) 143 DIAGONAL. E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN FINISHED POOL 112 T11RN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) -I�i_II I SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N. T. S. STRUCTURAL NOTE 5 z co N v ESCUTCHEON PLATE ANCHOR SOCKET NDISTURBED DIL (NO VOIDS) RUBBER BUMPER -I I- 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 FT1S 10 FT/S 1" 16 GPM 21 GPM 26 GPM IY2" 37 GPM 50 GPM 62 GPM 2' 62 GPM 82 GPM 103 GPM 2Y2" 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. x �N Co 4 WATER LEVEL (CENTER LINE OF SKIMMER) z_ EQUALIZER FITTING SPRING LOADED VERTICAL v W/ VGB-COMPLIANT CHECK EQUALIZER VALVE GRATE (IF INSTALLED) TO PUMP SUCTION VACUUM FITTING - SEE NOTE 3 BELOW CROSS BRACE RECOMMENDED WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL LADDER DETAIL N.T.S. FLOOR REINF. AS PER STANDARD PLAN PLANS EXPIRE: AUGUST 13, 2020 !Ltm Certificate of Authority No. 28177 4337 PABLO OAKS, CQU RT, SUITE 101 NOTES: 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN 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" �p BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE. IFp�R 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 No. 560711,.,ry SATE OF 2 - #3 BARS BENT AS SHOWN EACH WAY AND LAPPED 18" WITH FLOOR REINFORCEMENT. MIN. 3" m CLEARANCE FROM EARTH PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH RESIDENTIAL GENERAL NOTES AND DETAILS THE BATTS COMPANY CPC037046 - CGC055163 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 DWG. BY: MAC NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL 112" WHITE VINYL JOINT STRIP (NIA 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" 8"-11" WATER LINE TILE, GLAZED, MIN. a:^ J M TYPICAL WALL RETURN, OR I VACUUM FITTING, WITH WATER STOP FLANGE LIGHT FIXTURE & NICHE R=6"WHENH=3'-0' RADIUS INCREASES 6" FOR EACH 1' OF DEPTH 15'-0- R = 2'-0" WHEN H = 5'-0" RADIUS INCREASES V FOR EACH 1' OF DEPTH > T-0' . .:. QUARTZ SHOTCf2ETE/GUNITE TZ AGGREGATE PLASTER FINISH B.W. SIDE), 2' WALL TE #1 FOR �`i ` _ _■ TYPICAL POOL WALL SECTION SCALE: N. T. S. STDREINF SCHEDULE #3 REBAR @ 10" O.C. MIN CONCRETE COVER 3" (EARTH THICKNESS (POOL SIDE). REFER TO 6' MIN SHELL STRUCTURAL NO 6 ALTERNATE SCHEDULE. 6 SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS INCHES 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 VERTICAL REINFORCEMENT #3 - 10INCH CENTERS. NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING SEE SPA WALL SC'H. 2 - #3 BARS I (OR 1 - #4 BAR) HORIZ. REIN. #3 BARS 8" 1 O.C. FOR FREE STANDING M WALLSAIL = VERT. REINF. SEE SPA I WALL SCH. SPA DETAIL N.T.S. io F SEE STRUCTURAL 6 1 I NOTE 15 I TYPICAL REINF. !0.0 C. E.W. I FLOOR REINF, CONT. FROM SPA TO POOL MIN. 15' LAP EITHER DIRECTION z 2 -- I 4 U z ZZ) 3" I 0 0 MIN- z_ a J io S 2 - #3 EACH WAY I I) 4 �I LIGHT NICHE DETAIL N.T.S DECK SLAB 3' MIN- (TYP.) EXPANSION JOINT a"- 11" i VINYL DECK SLAB 6" ~ z M TILE �o SEE STRUCTURA BOND ALTERNATE LOCATION OF BARBOND BEAM BAR (TYP) _ #3 BAR BEND AS SHOWN WATER ALTERNATE TROUGH 12• PLUMBING LOCATION AT GRADE AT GRADE f � i WATER TROUGH I _ OR ELEVATED g OR SHEER DESCENT DETAIL N.T.S. CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT BEND DOWN BOND BEAM BARS SKIMMER DETAIL N.T.S. PLANS EXPIRE: AUGUST 13, 2020 Twmt.- rtlfitat `(jAWhv#p,po. 28177 09OA JLWQVA'!&WTE 101 `vim 90112 -9;Z& CAS(: $g6=852- F/�: 1 No. 560 e r 40(0F 8`�`• COPING DETAIL N.T.S. 6" DECK SLAB 343 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 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 DWG, BY: MAC NOT TO SCALE SHEET 2 OF 4 APPROVED BY: JEL 3'0" MIN. (EDGE OF OUTLET) 0 = OUTLETS IN PARALLEL TO ONE PUMP NOTES: TO" MIN. (EDGE OF OUTLET) 37 MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALLEL 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 TO 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 OUTLET 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 21/2' 90 79 3" 138 124 4" 238 215 6" 540 488 77 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL OUTLETS IN PARALLEL SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING OUTLETS IN PARALLEL 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 BE AT LEAST TWICE THE SYSTEMS MAXIMUM FLOW RATE. THREE -OR -MORE: SUCTION OUTLET ARRANGEMENTS 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: GRATES 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) SURFACE 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 Al 12,19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSUASME Al 12.19.8 -LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS 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 BLOCKED. 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/GRATE 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. CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP NOTE: SEE NOTE 1 BELOW 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 SUCTION OUTLET DEBRIS OUTLET MOUNTED IN POOL FLOOR MINIMUM PIPE LENGTH 18" 2TEE 2"90- 2" 0 " 90° BEND (TYP. " 12- AIR GAP (MIN.) MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON2" VENT SUCTION PIPING TO AIR GAP N PIPING 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED SAFETY VACUUM RELEASE SYSTEM. OUTLET SUMPS IN SERIES SCREEN VENT TO PROH181T INSECT ENTRY OR CLOGGING, TO SUCTION PIPING LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: AUGUST 13, 2020 CITY OF ATLANTIC BEACH Ltumt.— RESIDENTIAL Certificate of Authority No. 28177 SUCTION OUTLET NOTES 4337 PA 101 AND DETAILS .q, s, THE BATTS COMPANY •�, � CPC037046 - CGC055163 No. 560'x' = 1602 NORTH 3RD STREET �L = JACKSONVILLE BEACH, FL 32250 E OF _ (904) 246-2455 (904) 249-0457 s A aft �FP�0 ���` DWG. BY: MAC /L�I pe .1 _�`l �O N07 TO SCALE SHEET 3 OF 4 APPROVED By: JEL "�✓i . RhKl190EB5D N t�.� ` a0 ,a I 1 1 1 I 1 1 TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY .1 1 1 1 1 REFER TO j NOTE .1 R ` T I I I 1 I 1 I REFER TO NOTE #6 TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION BOX TOGGLE SWITCH 4' MIN. 71"SCONNECT PUMP � 12 V TRANS. NOTES: 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 3 #12 IN r" COND, LATEST 12V/ 30OW WITH LOW WATER 2- BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING CUT-OFF OR 120 VAC W/ GFCI AND ALL FIXED METAL PARTS NOT SEPARATED BY PER NEC PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. ELECTRICAL DIAGRAM SERVICE PUMP MOTOR 3 NEUTRAL BAR l'0 GROUND GROUND BAR BAR r 1"= POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL H -N -G #8 BOND TO #8 BOND TO STRUCTURAL STEEL GROUND BAR #8 BOND IN STRUCTURAL CONTROL PANEL PVC CONDUIT STEEL TYPICAL GROUNDING SCHEMATIC ENER(;Y EFFICIENCY NOTES: I- 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 I.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 70% 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 3600 DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 300W,12V LAMP OR 120 VAC Wl GFCI PER NEC JUNCTION BOX (IF LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL METAL CONDUITS REINFORCING M OR PIPING SYSTESTEEL PUMP #8 AWG PRESSURE GROUND —J CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETAIL SED) POOL LIGHT HEATER CASE CONTROL PANEL NN OO 0 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, BUT ARE 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 T 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) Wl 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: PANS VALID FOR THIS BUILDING DEPT. ONLY: AUGUST 13, 2020 CIN OF ATLANTIC BEACH DQ t RESIDENTIAL Ce gtWMIPWRIMMIN(t28177 ELECTRICAL NOTES LAfJ Ng%J;;01 AND DETAILS J . e YlJ �V �. THE BATTS COMPANY No. 5607 a CPC037046 - CGC055163 4�0_ 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 Fs . Q (904) 246-2455 (904) 249-0457 OR 10P" eeeee4 v.E�P ,�R •.\ DWG. BY: MAC NOT TO SCALE SHEET 4 OF 4 APPROVED BY: JEL The strong, silent type The SuperFlo® high performance pump meets all the criteria for a superior pool, spa or water feature pump. Its super energy-efficient, super quiet and super easy to maintain. Plus, it's designed with innovative materials that will stand up to the most demanding installations and conditions. Whether you're choosing your first pump or replacing older technology, SuperFio is definitely a super choice. Self -priming for quick, easy start-up. 115 -volt or 230 -volt models available. Performance and pressure tested to ensure superior quality. UUCUUNSF certified. One-year limited warranty. See warranty for details. Performance Curves 20 40 60 80 —10 U.S. Ge11om per min me Is 20 Cubic Meters per hour Available from: 3450 RPM ® 2h HP High Speed ® 2 HP High Speed ® I'A HP HO Speed 1 HP Filth Speed — 3/4 HP High Speed ® h HP High Speed ae Poo/ Products® Because reliability matters most www.pentairpool.com Phone: 800-831-7133 1 , Cfficient, quiet, rugged and versatile No 160 The SuperFlo® pump is a product of more than 40 years of innovative hydraulic 35 engineering. The result is an ability to move more water more efficiently for lower operating cost and super -quiet operation. Plus, by performing with less effort, there's simply less wear and tear—and that means longer life for a higher return on your pump investment. pumps / filters / heaters / heat pumps / automation / lighting / cleaners / sanitizers / water features / maintenance products 8/09 Part # P 1-232 O e ©2009 Pentair Water Pool and Spa, Inc. All rights reserved. useam c With %2 HP — 2%2 HP and single- and two -speed options, there's a perfect match to your application and assurance of minimum energy consumption. • Cam and Ramp' lid locks in place with a quarter -tum. ® Heavy-duty, high service factor 56 square flange motor for long life... commercial grade at a consumer price. c Quiet operation due to superior internal flow design that reduces hydraulic noise. • See-through lid permits easy inspection of strainer basket. • SuperFlo is a direct.. , and superior... replacement for the Hayward® Super Pump®. Hayward® and Super Pumper are registered trademarks of H -Tech, Inc. 35 110 30 100 >v 25 OC 0 20 60 K 12 FIs ao Io Low Speed 20 1750 RPM 0 20 40 60 80 —10 U.S. Ge11om per min me Is 20 Cubic Meters per hour Available from: 3450 RPM ® 2h HP High Speed ® 2 HP High Speed ® I'A HP HO Speed 1 HP Filth Speed — 3/4 HP High Speed ® h HP High Speed ae Poo/ Products® Because reliability matters most www.pentairpool.com Phone: 800-831-7133 1 , Cfficient, quiet, rugged and versatile No 160 The SuperFlo® pump is a product of more than 40 years of innovative hydraulic 35 engineering. The result is an ability to move more water more efficiently for lower operating cost and super -quiet operation. Plus, by performing with less effort, there's simply less wear and tear—and that means longer life for a higher return on your pump investment. pumps / filters / heaters / heat pumps / automation / lighting / cleaners / sanitizers / water features / maintenance products 8/09 Part # P 1-232 O e ©2009 Pentair Water Pool and Spa, Inc. All rights reserved. useam c With %2 HP — 2%2 HP and single- and two -speed options, there's a perfect match to your application and assurance of minimum energy consumption. • Cam and Ramp' lid locks in place with a quarter -tum. ® Heavy-duty, high service factor 56 square flange motor for long life... commercial grade at a consumer price. c Quiet operation due to superior internal flow design that reduces hydraulic noise. • See-through lid permits easy inspection of strainer basket. • SuperFlo is a direct.. , and superior... replacement for the Hayward® Super Pump®. Hayward® and Super Pumper are registered trademarks of H -Tech, Inc. 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-reinforcec halves are secured with a clamp ring—just loosen ring and remove the top half for easy cartridge ac and rinsing. Filter maintenance doesn't get any ei 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 1 For quick and conver and winterization. innovanve iocfc-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 I 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 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 Clean 8 Clear' and High -Flow are trademarks ami/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. P1-121 09/18 02018 Pentair Water Pool and Spa, Inc. All rights reserved I44 0 A . 0 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 tiny particles from your INTELLICHLORO 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. (6select'" 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.corn All Pentair trademarks and logos are owned by Pentair plc IntelliChlor', IntelliTouch�, EasyTouch° and Eco Selecte are 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 ow products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. P2-101 10/18 ©2018 Pentair Water Pool and Spa, Inc. All rights reserved. `44 M= INTELLICHLOR @ SALT CHLORINE GENERATOR Transform your pool with ordinary table salt. INTELLICHLOR` FOR CLEAN, PURE AND SILKY POOL WATER, JUST ADD SALT. Your pool is your backyard oasis. Now, you can turn it into a spa -like experience with crystal-clear water that feels smooth and silky to the touch. With the IntelliChlor° Salt Chlorine Generator from Pentair, ordinary table salt is converted into pure chlorine safely, effectively and automatically. You'll be able to see and feel the difference. PURE CHLORINE. NONE OF THE DRAWBACKS. No more buying, carrying, No more spills, odor, stinging No more bleached -out storing or handling chlorine. eyes or irritated skin. bathing suits. LED indicator lights for salt level, system status and chlorine output. EFFORTLESS CHLORINATION. 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? MEW Pr Water and dissolved salt flow through the generator cell. i Once the chlorine has pool of contaminants, and the cycle repeats. Through electrolysis it is converted into chlorine. 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 tit 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,� or EasyTouch° Control System with built-in IntelliChlor for ultimate convenience and savings. Chlorinated water is returned to the pool. �t!?� P;r ru -rAio INTELLIBRITE 5G UNDERWATER LED LIGHTS THE MOST ENERGY-EFFICIENT WHITE LIGHTING ON THE MARKET WITH DEPENDABLE LED TECHNOLOGY. I "'TELLIBRITE' With its coot-runn,=ng LED tights that feature durabte, solid-state 5G IN technology, the IntetliBrite 5g wUNDERWATER underv,ater LED Light is brighter ` N D E R ` A,Jv AT E R LED LIGHTS and uses onty 55 watts to create the same effect as a 500 -watt incandescent lightbutb. That's 89% tess energy used! To discover hosvmuch you coutd save, go to vnrrr✓.pentairpoot_com/ccicutators and etick on our LED Lights Savings Catcutator. 4 G O E E f0 tA d � 9 fd n ` a C ti c O to u � O N ' L �. Q:. 3 tA tA C c ° -0 o c E o 0 0 -0. O N O O N C C 0) c C Ln "- O C , 'O O N - O 4- v o O0-0 C E L c � O N a1 V c 0 O N 0 Z Z L V1 TZ O (v o co v . cu 0- C d ... 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C C d o c � p m C d E o oo . v m c :: L c � � D r C w O c C E4v m Est •C V �, E Q� m u c .c � oE' E C y L ys � f0 s3a�i W o r X O a, l'J7 aci `� Z " +° Zmae CCEa 2 O V i V Lfi (�O N O M z z ' LU z Q Of Z m n 0 ORDERING INFORMATION Color. AUmi i FF 460930 75,000/5.8 70,000/5.6 50 OOD/4 0 60 40 1 230 230 `fl(TAI5;t 84t00Q/501 0 l 60 y 110 12ti 460932 - 108000/6 0 - 10100015,8 72,000/4.0 ._.�. _ 60 0 _ 1 230 27C -: 120 H/C 460935 127,000 Heat/5.6 11,06OCool/4.1 120,000/5.4 82,000/4.0 60 50 1 230 .270 _ 278 12QG -- - 7s6[t93 : - - ] 233,dE5 b _ 11505 3 810004 0 60 50 . 3 140 460934 143,000/5 $ 134,000/5 6 . r. 88,000/4 0 h 60 - 50 1 _ 230 320 140 WC 460958 14Q0>� Heai15 b 71 fi00 Geo114 ]32.D00/54 _ 85 �09r4.0 60 - 5fl - 1 `= -- 230 ; ry. �2ft 1400 460928 _ 140,000/5 8 132,000/5 6 86 000/4.0 60 5D 3 _ 230 X20 Cotor Stack #C 90 BILK 1108LK 460961 AWN10i 90,000/5.7 84,00015.5 8 60,00014 0 700�3%4II 60 5050 1 u 23D y0 120 BILK 460963 127,000/5.7 120,000/5.5 80,000/4.0 60 60 50 23p 270 120'HeatT56 -y _� ,- 1 4�7� civ i H/C BLK 6' 71 6cioV41, 120000/5 4 80,000/4 0 64 50 n 1 ^ 2 ; 120 C BLK 460967 123,000/5.6 115,000/53 81,000/40 60 50 3 - - 230 280 ]40 460964 140Q()D/58 134,f�iQ/5.6 88000/4A _ :160 50 1 `' 230= 320.: 140 H/C 460959 140,000 Heat/5.6 71,000Coo1/4.1 132,000/5.4 85,000/4.0 60 50 1 230 320 -140C..- - ..460924, : ' 14000015 8 , 132,000/5.686,00014A 60 Which UltraTemp Heat Pump Model is right for size You "Rating in accordance with ARI Standard 1160 your pool? or lair temp. Fo 1% relative humidity/water temp. FI) your pool professional can go to pentairpool.com, click Support, then click Calculators to access our Heat Pump Sizing Calculator to find the perfect UltraTemp Heater model for your specific needs. AVAILABLE FROM: 1620 HAWKINS AVE, SANFORD, NC 27330 800.831.7133 WWW,PENTAIRPOOL.COM Alt Pentair trademarks and logos are owned by Pentair or one of its global affiliates. UltraTemp IntelGTouch�. EasyTouche, Eco Select' and AutoSet" are trademarks and/or registered trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/ or other countries. Emerson is a registered trademark of Emerson Electric Co.. Copeland Scroll° is a registered trademark of Emerson Climate Technologies. Inc. 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. pumps • filters • heaters • heat pumps • automation > lighting • cleaners • sanitizers • water features • maintenance products 9/16 Part # P7-046 ©2016 Pentair Water Pool and Spa, Inc. All rights reserved. 411) fLTR.4TEl,;P ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMRINING THE MAXIMUM SYSTEM FLOW RATE. THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. SIMPLIFIED MAXIMUM SYSTE' NI FLOW TE: MINIMUM FLOW RATE REQUIRED: 35 GPM PER SKIMMER 1. CALCULATE POOL VOLUME: 26 G X N. �r X 7.48 (GALJCUSIC FOOT) _ _ , (SURF. AREA) (AVG. DEPTH) (VOL. IN GAL) 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X 60 (MINJHR.) = 14/ 0 (HOURS) (TURNOVER IN MIN.) 3. DETERMINE MAX FLOW RATE: 7 SQ' / ,Zy 0 �,_ + - = 34 . s (VOL. IN GAL) (TURNOVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) 4. SPA JETS: ® X GPM PER JET - _ FLOW RATE 00. OF JETS) (JET FLOW) (TOTAL JET FLOW RAM (FOR SINGLE PUMP POOL/SPA COMBO, USE THE HIGHER OF NO.3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE PIPE SIZES: BRANCH PIPING TO BE INCH TO KEEP VELOCITY 12 6 FPS MAX. AT GPM MAXIMUM SYSTEM FLOW RATE. TRUNK PIPING TO BE INCH TO KEEP VELOCITY Q 8 FPS. MAX. AT Ik1 GPM MAXIMUM SYSTEM FLOW RATE RETURN PIPING TO BE INCH TO KEEP VELOCITY 4110 FPS MAX. AT /03 GPM MAXIMUM SYSTEM FLOW RATE DETERMINE SIMPLIFIED TDH: 1. DISTANCE FROM P&OL TO PUMP IN FEET: 3 a TDH CALCULATION OPTIONS: FOR EACH PUMP CHECK ONE SIMPLIFIED TOTAL DYNAMIC.HEAD (SH) COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET S ATTACH CALCULATIONS ®MAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP 2. FRICTION LOSS (IN SUCTION PIPE) IN_INCH IPIPE PER 1 FT. @ / t-/ GPM = .07 (FROM PIPE FLOW/FRICTION LOSS CHART) 3. FRICTION LOSS (IN RETURN PIPE) IN �. INCH POPE PER 1 FT.GPM = / (FROM PIPE FLOW/ FRICTION LOSS CHART) 4. 130 X (LENGTH OF SUCT. PIPE) (FT OF HEAD / 1 FT OF PIPE) (TCH SUCT. PIPE) 5. 30 X • t® _ (LENGTH OF RETURN PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDII RETURN PIPE) TDH IN PIPING: FILTER LOSS IN TDH (FROM FILTER DATA SHEET): _ 9 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): — . L SELECTED PUMP AND MAIN DRAIN COVER: PUMP SELECTION _ /c N (PUMP MODEL 6 SIZE IN HP) MAIN DRAIN COVER C" -M --i 11'0-0160 e.4 -:C C (MAKE & MODEL) TOTAL ALL OTHER LOSS: 10 TOTAL SIMPLIFIED TDH: 2.5p. 13 .) V OO J 7 USING PUMP CURVE FOR SIMPLIFIED TDH & SYSTEM FLOW RATE Ht* 2 -SS 0 6 f2- ". (SYSTEM FLOW RATE MUST 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 SUCTION OUTLETS TYPE OF COVER O O DUAL MAIN DRAIN SUCTION OUTLETS GPM MAX. FLOW 3'-0 O O O MULTI DRAINS SUCTION OUTLETS GPM MAX. FLOW CHANNEL DRAIN CHANNEL DRAIN @ ?.. GPM W/ PORTS NOTES: 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 Al 12.19.8 AND BE EMBOSSED NTH THAT EDITION APPROVAL. 4. PUMP & FILTER MAKE, MODEL AND LOCATION CAN NOT CHANGE WITHOUT SUBMITTING REVISED PLANS AND TDH WORKSHEET. CHART 1 12 zt/_r 5 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TPH SIGNATURE SArMES � . �t5 Stl CONTRACTORS PRINTED NAME G? -c o 3 ?o 4-1. CONTRACTORS CERT. NO. Z�-6- z -ISS CONTRACTORS TEL. NO. CHART2 THE FOLLOWING CUT SHEETS ARE INCLUDED �PUMP FILTER ffj_M__AIN DRAIN Q OTHER ® HEATER 0 THERAPY JETS ® WATER FALLS SWIMMING POOL SPECIFICATION FOR W 0 U) W Q .. Q- CY 0 O O 11 i� 0Z �m0 U �g Q) z� J—� Z �w 0 G:f cv/) 0O NO. 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Q N z z =wz� z ry m 00 O mat o3o=� Q Co m LUV)aw31- LIJ z Lo > 00(n II-OZUQN i N zW 3oom�� Q W 00 O U o¢3-ncn U�zMVI j ::D Q wLLJo o� 2 Lu X, 2 4o >moC) �w>> > "'waww� LU W U In In � y ��acn��Z-