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416 Sargo Rd POOL19-0027Cstruction anagement Flan on, M for -ke F)or6a ramilq "r pared 69: 6 5argo KJ Atlantic beach, FL, 32-255 l ae kA.Ke ica, meli a e CPC 1457833 jilt rrivacg fence Construction parking and onsite material storage. Construction JAH5 to 6e handled daily 69 contractor 61101201,9 Construction Access. Traffic spotter when trucks/equipment leaves site. Kigkt of way to 6e restored to 11.1 existing conditions. ------------------- ----------------------------- ---------------------------------------------------- ------------------------------------------ ---------- --------------------------- --------------------------------------------------------------------------------------------------- "A —17 > L------------------- NJ \V --------------------------- ................. ............ "M - �MMMWMI 19 unripe Pool Specifications: 1 6'x24' (3 84 s9ft) 31611- 516" depth 801nft 1 1,106 gallons 84 s9ft of coping 4 wall returns (2.5/2/1.5 " piping) 1 cleaner line (2" Piping, suction) 1 Quikskim (2" suction/1 .5" pressure) 1 AV5C channel drain (3" piping) 212„ LED lights Pentair Intelliflo Vs pump Pentair Clean & Clear 200 cartridge filter Pentair ultra Temp 120 heat pump Pentair F—as9touch automation Ozone sanitization system Pool to 6e protected 6,9 fencing and alarm pc rl\ Pre ared 4', em ael . }Z CPCi457833 r rbC 2017 Site Flan 6/ 1 O/2019 for Tke Borba Iamily +16 5a rgo KJ Atlantic beach, rL 32233 =°1ft GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CON'i RACTOR'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,ANSUNSPI 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 CONSTRUCTION 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 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 OUTLINE'S IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCI? WITH FBC 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 UNDERDR AIN 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 COMPLIMIT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO SE 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, I 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 VO 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 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 1010", USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT TW 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 EQUIVAL1:NT 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 PSII 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 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 EE 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 STIIRUCTURES 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 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 SHOTCREi EIGUNITE 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. 91 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 THIE 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 SHOT(:RETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-00. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS, ALL BENDS MUST BE SHARP, UBC SECTIONS 1907,1912 ' 907,1912, AND 1924 SHALI. 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 TO 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 I 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 HYDROSTATIC PRESSURES. MINIMUM REINFORCEMENT #3 BARS SPACED 10" O.C. E.W. TYPICAL POOL 3' TO 8' DEEP TYPICAL n SHOTCRETE/GUNITE STEPS OR f BENCHES AS NEEDED�'`�I r EXTRA TRANSVERSE - 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. FINISHED POOL AFTER FULL CLOSE, BACK OPEN 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) 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 STRUCTURAL NOTE 5 VDISTURBED SIL (NO VOIDS) TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCM 40 PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) PIPE SIZE 6 FT/S 8 FTIS 10 FT/S 1" 16 GPM 21 GPM 26 GPM 1y" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM V2" 88 GPM 117 GPM 146 GPM W 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 IN THE LID, THROUGH AN �A 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. 'L . SKIMMER AND VACUUM FITTING DETAIL z 1 CROSS g]1 BRACE N RECOMMENDED ESCUTCHEON PLATE ANCHOR SOCKET J \ I 1 I LEVEL �- LADDER TREADS SHALL BE RUBBER BUMPER SLIP -RESISTANT �- POOL WALL --i I- 6" MIN. LADDER DETAIL N.T.S. / FLOOR REINF. AS PER / STANDARD PLAN - TO PUMP =1 I f L I -f 1 1/2" DIA. I HYDROSTATIC RELIEF - PIPE BOTTOM 12" PERFORATED. (SEE GENERAL NOTE 13) - 314"-1-1/2" III DRAIN ROCK -I ,o 'f .I I 1-111 MAIN DRAIN DETAIL 24"SQ N.T.S. _ OR PJ fi=1 11= 2 - #3 BARS BENT AS SHOWN EACH II- WAY AND LAPPED IREINFORCEMENT. (-_ MIN. 3" CLEARANCE FROM EARTH 't RESIDENTIAL GENERAL NOTES AND rtI,itl�of A�utho rity7 BNo. SUITE 101 M110@IVIkiE. L�tA 4�,,,DETAILS L�CE/�js•.;T/�'':." SUNRISE POOLS OF JACKSONVILLE LLC U05�794 = CPC 1457833 ( 0 1822 KINGS WAY NEPTUNE BEACH, FL 32266 jar (904) 329-2906 • (904) 551-7281 •a,....e.e° �\ DWG. BY: MAC ,. NOT TO SCALE SHEET 1 OF 4 JEL EEE APPROVED BY: 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" \� 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. B" • 11" —►) F WATER LINE TILE, GLAZED, MIN, 4" I M1 TYPICAL WALL RETURN, OR VACUUM FITTING, WITH WATER STOP FLANGE LIGHT FIXTURE 8 NICHE "WHENH=3'-0" S INCREASES 6" FOR EACH 1' OF DEPTH < 5'-0" D" WHEN H = 5'-0" INCREASES V FOR EACH 1' OF DEPTH > V-0" QUARTZ AGGREGATE PLASTER FINISH ;LRADILJS SHOTCRETEIGUNITE WALL 6" MIN SHELL _ TYPICAL POOL WALL SECTION SCALE: N, T. S. 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 - 10 INCH CENTERS. NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING 2 - #3 BARS (OR 1 - #4 BAR) HORIZ. REIN. #3 BARS 8" D.C. FOR FREE STANDING WALLS VERT. REINF. SEE SPA WALL SCH. SPA DETAIL N.T.S. SEE: SPA WALL SCH. SEE STRUCTURAL NOTE 15 TYPICAL REINF. 101, O.C. E.W. FLOOR REINF. CONT. FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION 2 - 93 EACH WAY LIGHT NICHE DETAIL N. T. S. 10" MIN. N6" MAX, 3- AT GRADE - WATER TROUGH DECK SLAB--\ c- VINYL � 3" MIN. (TYP.) - — W ' Ito SEE STRUCTURAL NOTE 15 ' BOND BEAM REIN. 3-#3 BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT 2. #3-r — — BEND DOWN BOND BEAM BARS 93 BAR BEND AS SHOWN } —_-} F SKIMMER DETAIL N.T.S. WATER 12„ ALTERNATE ROUGH PLUMBING LOCATION 1 AT GRADE y 6 I _ OR ELEVATED OR N SHEER DESCENT DETAIL N.T.S. Certificate of Authority No. 28177 4337 PAQj&6 rNfiQU9T, SUITE 101 1� PPP 7 str 0�t/1�j� 14 EXPANSION JOINT 8" • 11" T DECK SLAB I 6. Z i N II m ALTERNATE LOCATION OF I BOND BEAM BAR (TYP) ' o COPING DETAIL N.T.S. 6" DECK SLAG �o 3-#3-)I b MINIMAL BOND BEAM N.T.S. NOTE: MAY BE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. RESIDENTIAL STRUCTURAL DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 + (904) 551-7281 DWO 13Y. MAC NOT TO SCALE SHEET 2 OF 4JEL �AI'I'ROVIiU 13K _ 0 3'0" MIN. (EDGE OF OUTLET) "____a 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) - v OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS PUMP;i IN PARALLEL 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) SEPARAI E VERTICAL WALLS, DUAL SUCTION OUTLET ARRANGEMENTS 37 MIN. (EDGE OF OUTLET) VELOCITY = 6 FT / S SCH 40 SCH 80 SUCTION PIPE MAX FLOW MAX FLOW DIAMETER (GPM) (GPM) 2" 2 1/2" 3" 4" 6" 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 CiUTLETS 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 BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE: -OR -MORE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOL'S, 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 ANSIIAPSP-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 ANSI/ASME 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 01= 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 WHENI 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 COVERIGRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVERIGRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVERIGRATE. SEE NOTE 1 BELOW CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 63 55 90 79 138 124 238 215 540 488 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE 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 THI 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 ARRANGEMENT 12" AIR GAP (MIN.) MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 302 VENT FEET FROM TEE ON PIPING SUCTION PIPING TO AIR GAP SUCTION OUTLET DEBRIS OUTLET MOUNTED IN POOL FLOOR MINIMUM PIPE LENGTH 18" NOTE: 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 TO SUCTION PIPING 2" 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 owmt evlGpvmmlm Certificate of�tLhority No. 28177 iC Sk 4331d84T3tkitl%W SUITE 101 • 6 14 • s � 0 1T ' ♦ (�� mow` FLORIDA RESIDENTIAL SUCTION OUTLET N07 AND DETAILS SUNRISE POOLS OF JACKSONVILI CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 • (904) 551-721 NOT TO SCALE SHEET 3 OF 4 TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY _\ .I i 300 WATT I REFER TO 3' MIN. FROM INSIDE WALL UNDERWATER NOTE 4 LIGHT R T 1 1 I I j BONDING CONDUCTOR. REFER TO NOTE #7 j I j 1 j 1 � BONDING GRID. REFER TO NOTE #6 PUMP MOTOR JUNCTIONTIDISCONNECT BOX TOG TOGGLE SWITCH 12 V TRANS. 3 #121N X" COND, TIMECLOCK PUMP--/ NOTES: 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - LATEST 12W 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 PANEL 3 BAR -5 INCOMING POWER SUPPLY POOL LIGHT NEUTRAL BAR /-- 1'O GROUND I—,( GROUND FLEXIBLE CORD . GROUNDING TERMINAL #8 BOND TO�� t— #8 BOND TO STRUCTURAL STEEL GROUND BAR #8 BOND IN STRUCTURAL PVC CONDUIT STEEL CONTROL TYPICAL GROUNDINC_ SCHEMATIC ENERGY EFFICIENCY NOTES: 1. TIME 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 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. I. 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 Z 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 & 30OW,12V LAMP OR 120 VAC W/ GFCI PER NEC JUNCTION BOX (IF LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC.,. METAL CONDUITS POOL OR PIPING SYSTEREINFORCING M STEEL PUMP #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETAIL POOL LIGHT HEATER CASE CONTROL PANEL 1110-01 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 5' 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 151, 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 GR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA20, ADOPTED BY REFERENCE WITHIN FBC. Certificate of Authority No. 28177 4337 P(?t�b04)At�W09Ii,$UITE 101 ;E RESIDENTIAL ELECTRICAL NOTES AND DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 s (904) 551-7281 NOT TO SCALE SHEET 4.OF %1 IIW� IIY MM: All 91UV1 U Ill AI,I. ANSI/ASP-7 201;L- IPECIFIES THREE METHODS FOR DETERMINING 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 PER SKIM E=R , 1, CALCULATE POOL VOLUME: jg' 2 X 4"G X 7.48 (GAL./CUBIC FOOT) = !f, 166 (SURF, AREA) (AVG. DEPTH) (VOL, IN GAL.) 2. DETERMINE PREFERRED TURNOVER TIME IN HIJURS: X 60 (MIN./HR.) = _360 _ (HOU S) (TURNOVER IN MIN.) 3. DETERMINE MAX FLOW RATE: a 1642 l _1(06 = + V = -36 lni-,mo r (VOL, IN GAL.) (TURNOVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) 4. SPA JETS: X _ GPM PER JI --_T = FLOW RATE (NO. OF JETS) (JET FLOW) (TOTAL JET FLOW RATE) (FOR SINGLE PUMP POOL/SPA COMBO, USE THE HIGFIER OF NO, 3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE PIPE SIZES: BRANCH PIPING TO BE 3 INCH TO KEEP VELOCITY @ 6 FPS MAX, AT 13P GPM MAXIMUM SYSTEM FLOW RATE. TRUNK PIPING TO BE INCH TO KEEP VELCiCITY @ 8 FPS. MAX. AT 138 GPM MAXIMUM SYSTEM FLOW RATE FOR EACH PUMP CHECK ONE I SIMPLIFIED TOTAL DYNAMIC HEAD (STDH) fIyVJ1 COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) F7COMPLETE PROGRAM OR OTHER CALCS, FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS DMAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP RETURN PIPING TO BE _ INCH TO KEEP VELOCITY @ 10 FPS MAX. AT /03 GPM MAXIMUM SYSTEM FLOW RATE DETERMINE SIMPLIFIED TCj►H: 1. DISTANCE FROM POOL TO PUMP IN FEET: 2. FRICTION LOSS (IN SUCTION PIPE) IN INCH PIPE PER 1 FT. @ f 3 GPM = as `/`� (FROM PIPE FLOW/ FRICTION LOSS CHART) 3. FRICTION LOSS (IN RETURN PIPE) IN-. -2- _ INCH PIPE PER 1 FT. @ 1 Q 3 GPM = ' (FROM PIPE FLOW/ FRICTION LOSS CHART) 4, 2 Al x 04 = /"o (LENGTH OF SUCTyPIPE), (FT OF HEAD / 1 FT OF PIPE) (TDH SUCT. PIPE) TDH IN PIPING: 'T _X 6. 14p , g (LENGTH OF RETURN PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDH RETURN PIPE) ij FILTER LOSS IN TDH (FROM FILTER DATA SHEET); c.a a S, 45-5, 5, Tomes, 'Va l ves, �� �v,►^�c ��e5 ck . � 7� HEATER LOSS IN TDH (FROM HEATER DATA SHEET): ' TOTAL ALL OTHER LOSS: 2,c SELECTED PUMP AND MAIIN DRAIN COVER: TOTAL SIMPLIFIED TDH: 31'g PUMP SELECTION MAIN DRAIN COVER 1j14111 n v's (PUMP MODEL & SIZE 11 HP) /� )/SG �'2AaAn (MAKE & MODEL) u USING PUMP CURVE SIMPLIFIED TDH & SYSTEM FLOW RATE ``a ! h (SYSTEM FLOW RATE MUST NOT EXCEED APPROVED COVER FLOW RATE) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLGW PER SKIMMER OF 35 GPM. DETERMINE THE NUMBER AND TYPE OF REQUIRED IWFLOOR SUCTION OUTLETS `� TYPE OF COVER (� L_J 0 Q DUAL MAIN DRAIN = SUC"PION OUTLETS @ �GPM MAX. FLOW 4--- 31 --- O O O MULTI DRAINS = SUCTION OUTLETS @ GPM MAX. FLOW CHANNEL DRAIN = CHANNEL DRAIN @ 19'7 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 FLOWAS 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. FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE EL C - FEET PER EC ND PIPE SIZE 6 FPS 8 FPS 10 FPS 1" 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35' 1.5" 37 GPM 0.08' 50 GPM 0.14 62 GPM 0.21' 2" 62 GPM 0.06' 82 GPM 0.10' 103 GPM 0.16' 2.5" - 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' V' 1138 GPM 0.04' 181 GPM 0.07' 227 GPM 0.10' 4" 234 GPM 0.03'1313 GPM 0.05' 392 GPM 0.07' 6" 1534 GPM 10.02'1712 GPM 0.03' CHART 1 TOTAL HEAD IN FEET CONVERSION CHART INCHES MERCURY (VACUUM GAUGE) 0 2 1 4 1 6 1 8 1101121 14 161 18 0 0.0 2.3 4.5 6.819.0111.3 13.6 15.8 18.120.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.413.7 15,9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.513.716.0'18.220.522.825.027.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27,4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 *7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 S 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38,8 9 20.8 23.1 25.3 27.6 29,8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 3 .1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 35.8 39.0 41.3 43,5 45.8 48.1 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34,6 36.9 39.141.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37,0 39.2 41.5 43.7 46,0 48.3 50.5 52.8 55.0 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 65.2 57.5 59.8 62.0 64.3 66.5 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 4.3 66.6 68:9 22 50.8 53.1 55,3 57.6 59.9 62.1 64.4 .6 68.9 71.2 23 53.1 55.4 57.7 59.9 2.2 64.4 66.7 89.0 71.2 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 6 .3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4164.6 66.969.2 71.4 73.7 75.9 78.2 80,5 82.7 28 64.7 66.9 9.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87,3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.? 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89,9 92.2 94.4 96.7 98.9 01.2 NOTE: FIELD TDH MUST -BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH CONTRACTOR SIGNATURE A �1y1eikA CONTRACTORS PRINTED NAME G P61115 -793 -5 - CONTRACTORS CERT. NO.. CONTRACTORS TEL. NO, CHART 2 THE FOLLOWING CUT SHEETS ARE INCLUDED © PUMP HEATER f71 FILTER (-I HERAPY JETS n _MAIN DRAIN Q WATER FALLS OTHER SWIMMING POOL SPECIFICATION FOR _)e.- ,bar-b� 1'amj!x #14 _Gar^ o �aQ� �/ �i Jan �J�2�G`J