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348 Plaza 2013 pool 1 POOL SHAPE 2 SIZE I 1X'z1-4 3 DEPTHS 3 4 CAPACITY 5 STEPS C 3 ) BENCH(ES) 6 SWIMOUT Tl ) RECESSED STEPS W/GRABRAILS 8 HANDRAIL(S) 9 GRABRAIL(S) 10 LIGHT 11 TILE G�k6' f:;%OST-?g 0-f:7 12 CONCRETE DECKING SQ FT. 13 PAVER DECKING Sr*-10,'Ae:D SO FT. *Zot 14 PUMP FL-ATAla. V"IAZLZ V'C�'> H.P. 15 FILTER (T,4,rL CA,_LrT­04C- 15 CHLORINATOR eL 17 SKIMMER(S) ('�z I wif-1- vo_#�� 4- 18 MAIN DRAINS P" 19 RETURN INLETS Wwpt" 20 CARETAKER FLOOR SYSTEM g..-S 21 AUTOMATIC CLEANER Pbf-k 22 RAISED DECK 0 23 WATER FEATURE(S) �BJ4-01;1 2- 24. SLIDE 25 HEATER 26 GAS HOOK-UP -4, 0 27 DECO-DRAIN 28 CLEANING EQUIPMENT e-L*;,i St-ac,j 29 LEAF SKIMMER WALL BRUSH — - v I TEST KIT HOSE -9,q,C x 1 5 P4 vc'z / POLE START-UP CHEMICALS 15� VACUUM 11�C�vf_ L L� S, 30 SPA INFORMATION(CONCRETE) J, c Xr,0 'k- SIZE DEPTH C�a v A JETS BOOSTER PUMP HEATER COVER LIGHT SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: t4 EA_ 4 "'vi C_�.'o at.-2 Poo 0%_ I wa Q_._ I 9C SC-_ \/Ata,( )P*4 L-Ar-ro-31- -T— Ae-�41f-lef- O-j-T 1-0 ACCESS LETTER OF PERMISSION ELEVATIONS TREE REMOVAL DIRT REMOVAL CEMENT REMOVAL Scale 1/8"=1' ELECTRICAL HOOK-UP)?A-rrr C�j 7To f-�c A SWIMMING POOL FOR THE B TS COMPANY POOL SPECIFICATIIONS General& wimnming Pool Contractors 7_1�v 37 el'k V, 1602 N.3rd Stre, -Jacksonville Beach,FIL 32250 the DESIGNED BY Ic )246-2455 c> -Z-k '>7, V%Ie b&b (90, DATE IROME 7%'35 /N r-C P,A T1 C_ "�S>eiltc OFFICE Company FA (904)249-0457 C PC 037046 :N ERAL NOTES LADDER S,SPECIAL DETAILS,SEE CONTRACTORS POOL PLAN FOR POOL PLAN.SIZE,DECK EXTENT 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2010 AND FLORIDA BUILDING CODE RESIDENTIAL 2010 TOGETHER WITH LATEST REVISIONS AND ANSINSPI NATIONAL STANDARD-5 FOR OOLS AND ANSLINSPI NATIONAL STANDARD-3 FOR PERMANENTLY CROSS RESIDENTIAL INGROUND SWIMMING P -SEE STRUCTURAL NOTE 6 2� BRACE INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. MINIMUM REINFORCEMENT 03 TYPICAL POOL TTO S'DEEP 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. BARS SPACED 12"D.C.E.W. RECOMMENDED RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL 4. THE DESIGN ENGINEER ASSUMES NO iFy LAYOUT AND ALL ----slil" REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VIER 'w DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. POOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS NEEDED---___________� E TEMPORARY FENCING AROUND CONSTRUCTION AREA TO _3".e. a. CONTRACTOR SHALL PROVIDE AIDEQUAT k E15CUTCHEON PLATE \-WATER PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. RIC BREAK WILL BE PROVIDED. IF LEVEL 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHE REQUIRED ON THE POTABLE ANCHOR SOCKET AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE WATER LINE USED TO SUPPLY THE POOL. DRAWINGS ALSO RELATE TO RADIUS ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE UNDISTURBED LADDER TREADS 8. EXTRA TRANSVERSE e-112" SOIL(NO VOIDS) SPA CONSTRUCTION- -OFF SWITCH MOUNTED REINFORCEMENT43 10 LENGTH SHALL BE 9, ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON jr OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SPACED ON 12"CENTERS _14"-j1r RUBBER BUMF ER SLIP-RESISTANT SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST BETWEEN MAIN BARS, POOL WALL COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. CENTERED ON TRANSITION(MAY IC UPLIFT PRESSURE MUST BE ELIMINATED. THE BE ELIMINATED IF NO 143 DIAGONAL,E.W.AT DRAIN zi-olt- 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTAT G UPLIFT PRESSURE. CONTRACTOR TRANSITION EXISTS) SIMILAR TO LIGHT NICHE DETAIL 5-1/2" OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELImINATIN SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE PLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION ICAL SWMOUT DETAIL LADDER DETAIL. GROUNDWATER COULD RESULT IN U S COMPLIANT SAFETY COMPONENTS SHALL BE IN N.T.S. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR IT NTS N.T.S. PLACE PRIOR TO FILLING OF THE POOL. 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND 13. A HYDROSTATIC -'LOOR REINF.AS WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN PER YEAR. ADJUSTABLE FLOOR INLET. ;TANDARD PLAN STRUCTURAL NOTES RMTOASTM615GRADE40. REINFORCING SHALL BE 03 BARS AT 12'ON AFTER FULL CLOSE,BACK OPEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW ALL REINFORCING STEEL TO CONFO AND 1 V, FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL THROUGH SCH40 PVC PIPE WITHOUT EXCEEDING THE 1. WITH 16"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) CENTER EACH WAY S AT le" FLOOR BE FLUSH WITH POOL FLOOR.) - 10 FTIS TO P USE#3 BARS AT 6"ON CENTER VERTICALLYIN THE AREA OVER VIN DEPTH, (ALTERNATE:#4 BAR JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH:BETWEEN S' PIPE SIZE 8 FT/S 8 FT/S ON CENTER EACH WAY WITH 20"LAP R V IN DEPTH). NOTE APPLIES TO AND j0%USE#4 BARS AT ell ON CENTER VERTICALLY IN THE AREA OVE 16GPM 21GPM 26GPM L NORMAL,NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID i 2-#3 BARS BENT PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH 50 GPM (12 GPM own" , WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3';WITH A BARRIER(STEELTEX)BETWEEN 37 GPM AS SHOWN EACH 103 GPM LJ6- WAY AND LAPPED SUPPLY HEADER 2' (12 GPM 82 GPM CONCRETE AND EARTH,MINIMUM COVER SRALL BE 2'. LIES TO POOL WALLS W1 e-1/2"THICKNESS AND /2'DIA 16'NTH FLOOR 2. REINFORCING STEEL SCHEDULE IN NOTE 01 ABOVE APP THICKER GPM 117 GPM 146 GPM 0.TT RELIEF REINFORCEMENT. -1/2"THICKNESS, STEEL SCHEDULE MUST BE REVISED FOR WALLS OR FLOORS OM 12' MIN.3' FLOORS WITH 5 ONSTRUCTED OF PNEUMATICALLY APPLIED CONCRETE NTH 3- 138 GPM 181 GPM 227 GPM PERFORATED.(SEE CLEARANCE -1/2", FLOORS AND WALLS SHALL BE C [:N E:- C E ENCASI THAN 5 DECK SHALL BE 2,5DO PSI- CONCRETE C GENERAL NOTE 13) FROM EARTH PSI IN 28 DAYS. CONCRETE CONCRETE ENCASEMENT OCCURS PM 313 GPM 392 GPM A COMPRESSIVE STRENGTH OF 4ADO TU 4" 234 G ONLY AT THE RETURN FITTING. - CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST BE INCREASED ell 534 GPM 712 GPM 900 GPM 3/4"-1-112" FOR DEPTHS GREATER THAN W(r. NOTE APPLIES TO"NORMAL"SOILS ONLY, 3. N ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A UMP DRAIN ROCK POOL OR PATIO SHALL BEAR ONLY 0 COUNTERED IN EXCAVATION POOL FLOO,R INLET DETAIL mummm" STRUCTURALLY SAFE BEARING CAPACITY, ANY UNSUITABLE MATERIAL EN SPECIFTUAI'vil SHALL BE REMOVED IN ITS ENTIRETY ANDTHE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL N.T.S. RIAL CANNOT BE REMOVED,THE POOL MUST BE H AND PROPERLY COMPACTED, WHERE UNSUITABLE MATE -A,w 03m%,Uuk;COMPdANCE REDESIGNED. E AN I L. CM0FAnANnCBEACH 24"SO SOILS SHALL HAVE MINIMUM BEARING VALJE OF J000 PSF,1500 PSF FOR FIRE ST DNGWAL 4. URE BY ACCEPTABLE METHODS. THE ORO 6. THE CONTRACTOR MUST PROTECT EXIST114G STRUCTURES FROM FAIL SEEPERNMFORADDIMONAL HE SAFETY OF EXISTING STRUCTURES. DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR T "WHU2AENTS AND CONDMON& MAIN DRAIN DETAIL CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITNG STRUCTURES HAVE THE N.T.S. =POOL WALL,OR VICE VERSA. POTENTIAL TO INFLUENCE FORCES ON THI RIDING TO UBC SECTION 1922 AND to uvmww E PROPORTIONED AND PLACED ACCO DAM 6. SHOTCRETE MET OR DRY)SHALL 8 ACI 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVE TO ONE. URE IS LESS THAN 4OF AND FALLING,OR IF IC BEACH ONLY 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERAT WATER LEVEL(CENTER HE CITY OF ATLANT TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY RAIN. LINE OF SKIMMER) SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW PUN ONS ym"m TOM HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. MOUTUNS DAn OR TO SFFZMU RESIDE JAIL SVMMING POOL LS CONSTRUCTED WITH SHOTCRETE,THE FLOOR SHALL BE POURED PLUGGED DAn OF A XMR n"Ift BUUMG 9. IF FLOOR IS TO BE POURED AND WAL LLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN EQUALIZER PORT cm CNAM vmcom 0 MOM PRIOR TO CONSTRUCTION OF THE WA POOL FOLLOWING WALL CONSTRUCTION. OTES AND CORNERS AND WORK TOWARDS THE CENTER OF THE SIDES AND BOTTOM OF THE POOL EXCAVATION TO PUMP SUCTION GENERAL N 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE VACUUM FITTING-SEE MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. NOTE 3 BELOW F9"q DETAILS ii. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. w 9w UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE. Certificate of Authority No.28177 E SPRAY DIRECTION,NOT SIDE-BY-SIDE NOTES: 14603-WCH BLVD.,SUITE 2100 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRET 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN JACII(SCINV1,11E,FIL i2250 THE BATTS COMPANY PERPENDICULAR TO SPRAY- ROM THE INSIDE SHOTCRETE FACE TO REBAR ENT PIPE,OR INCORPORATE AN EQUALIZER LINE. 904-223-917k.'FAX!a 6"3.2-9236 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE F ENGINEERED V CPC037046 - CGCO55163 AL SHOTCRETE THICKNESS MINUS S'. 2. EQUALIZER PORT SHALL BE PLUGGED. ESSIBLE POSITION AT LEAST 6" SHOULD BE A MINIMUM OF THE TOT TO CURVATURE OF THE WALL,1 3, WHEN USED,VACUUM CLEANER Fi TNGS SHALL BE LOCATED IN AN ACC LEVEL AND BE FITTED NTH A 1602 NORTH 3rd STREET 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE INIMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER ER TO MAINTAIN A M ,SELF LATCHING FITTING IN ACCORDANCE WITH JAPMO SPS 4. JACKSONVILLE BEACH, FL 32250 #4 BAR MAY BE SUBSTITUTED FOR 2.03 BARS IN ORD SELF CLOSING 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM (904) 249-0457 PROVIDED A MINIMUM OF 1.5"CLEARANCE:IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL (904) 246 REINFORCEMENT. NDITIONS ARE ENCOUNTERED. le. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CO SKIM AER A M VACUUM FITTING DETAIL. -7, JEL NOT TO SCALE SHEET 1 OF 5 APPROVEO BY: 17, IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION �z NT BUILD-UP OF HYDROSTATIC PRESSURES. pk'0FZSWoNAL ENGINEER SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVE 3-MIN.(TYP.) DECK SLAB EXPANSION JOINT 8"-Ill INYL 112"WHITE VINYL JOINT I WATER LINE TILE, + I DECK SLAB GLAZED,MIN.4" ti DECKS) i TILE STRIP(N/A FOR PAVER CONCRETE DECK(OPTIONAL) NTH SLIP RESIS TOPPING SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF ON COMPACTED G LIND WITH BOND BEAM REIN.3-03— BOND BEAM BAR(TYP) ALL ORO I MATERIAL BARS(TYP.FOR ALL REMOVED.4"THK.NTH FIBER i BOND BEAMS) MESH,6"WITH 03 REBAR TYPICAL WALL RETURN,OR VACUUM FITTING,NTH 3 EA 03 REBAR CONTINUOU IS" WATER STOP FLANGE LAP SPLICES AS NECESSARY 3- LIGHT FIXTURE& MIN. CANTILEVER DECK DETAIL COPING DETAIL :3". NICHE N.T.S. N.T.S. MIN. R-6"WHEN H a Y-T RADIUS INCREASES 6"FOR EACH I'OF DEPTH<S-Cr 2-#3 EACH WAY R a 2-0"WHEN H a V-Cr RADIUS INCREASES I'FOR EACH I'OF DEPTH 6-Cr QUARTZ AGGREGATE PLASTER FINISH 5-1/2" STD.REINF.: 03 REBAR 12'O.C.S.W.MIN, SHOTCRETE WALL COVER 3"(EARTH SIDE),2" 5-1/2"SHELL EXPANSION JOINT DECK SLAB (POOL SIDE). REFER TO THICKNESS F STRUCTURAL NOTE#1 FOR —A LIGHT NICHE DETAIL ALTERNATE SCHEDULE. END DOWN 3' kMTIN Y N.T.S. 2-03 t :OND BEAM BARS TYPICAL POOL WALL SECTION #3 BAR BEND.--'� SCALE:N.T.S. ASSHOWN 31-4#3 1—/ MINIMAL BOND BEAM SPA WALL SKIMMER DETAIL N.T.S. SCHEDULE N.T.S. NOTE: MAYBE USED NTH CONCRETE DEPTH OF SAND,GRAVEL,OR ROCK WATER FT THICKNESS SOIL CONDITIONS ONLY. INCHES 10"MIN. z 3.0 5-1/r 6"MAX. WATER ALTERNATE 12" TROUGH PLUMBING 3.5 6-1/2" 14 SEE SPA WALL SCH. L ON 4.0 a 6. SEE STRUCTURAL AT GRADE AT GRADE NOTE15 2-#3 BARS 4.5 10 (OR 1-04 BAR) 5.0 10 2 \—WATER 'IT tD TROUGH ID OR ELEVATED HORIZ.REIN.#3 BARS 8- PLU LOCAT AT F_ VERTICAL REINFORCEMENT 03-12 D.C.FOR FREE STANDING TYPIC, INCH CENTERS AT 5-1/2"WALL THK WALLS TYPICAL REINF. OR CONSULT ENGINEER FOR VERT.REINF.SEE SPA IrOC 12"O.C.E.W. FOR USE BY THE CITY OF ATLANTIC I EACH ONLY REINFORCEMENT AT GREATER THK WALL SCH. NOTE:GREATER WALL THICKNESS PIAN UPIMNS OMB YEAR MM=1 (T)OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF SHMNIX DATE OR NU OF A MAJOR FWM RURNM REQUIRED FOR AESTHETICS OR SHEER DESCENT DETAIL CODE camm wincHm 2 90own RESEDENTIAL S NG POOL PLUMBING N.T.S. FLOOR REINF.CONT. FROM SPA TO POOL MIN.15"LAP EITHER !Am STRUCTURAL DETAILS mm DIRECTION to bf Cor SPA DETAIL IMq -A 0;261-77 "66 t N.T.S. K *Lew, IAC v THE BATTS COMPANY CPC037046 — CGI'055163 1602 NORTH 3rd STREET JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 DWG.19y;-RRW NOT TO SCALE SHEET 2 OF r 0 By; JEL APPROVE TCr MIN.(EDGE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) 3-0-MIN,(EDGE OF OUTLET) - - - SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALL EL 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. SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS 3. THE FLOW RATING OF EACH COVERIGRATE SHALL BE AT LEAST EQUAL TO THE SYSTEMS MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN UEU OF THE TO"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. ANY SKAPE DUAL SUCTION OUTLET ARRANGEMENTS IdRiusim - - - - - - - 3-Cr MIN.(EDGE OF OUTLET) 3'9'MIN.(EDGE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP r NOTES: I' SINGLE CHANNEL OUTLET: WOR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIESTO PERFORATED Pt". 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TOR,'D OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTI,IN ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEME NTS 2�90-SEND(TYP. VELOCITY 8 FT 6 2"TEE OF 2) CH 40 SCH so 12"AIR GAP(MIN.)SEE SUCTION PIPE M FLOW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL NOTE 8 DIAMETER (GPM) (GPM) (i SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING 2- 63 56 2 11r go 79 �3- 138 124 NOTES: MAXIMUM UNDERWATER 4- 238 215 1 THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. LENGTH OF VENT "' :30 ir 540 488 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. FEET FRCIPM TNEEG ON 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS:"POOL THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET SAFETY DEVICE-DO NOT HANDLE' TO SUCTION PIPING 2"VENT PIPING VENT LINE DETAIL NOTES DEBRIS OUTLET MOUNTED I. ALL COVERS/GRATES SHALL COMPLY WITH ANSIASME Al 12.19.8-LATEST.*SUCTION FITTINGS FOR USE IN IN POOL FLOOR SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.6 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 FOR USE BY THE CITY OF ATLANTIC BEACH ONLY 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 FIAN EMM ONE TZAB N=TIM SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFORMING TO ASMEANSI SEE NOTE I BELOW WGRiTI71111 DATE 02=9 21"NCTM RESEDENTIAL SWIMMING POOL DATI Of A NUOR FLOFIDA BURDM A112.19-8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSIASME A112.19,81-LATEST CODE CRANGS THICHIM N ODONSR 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 ANSIJAPSP-7 AND IS APPROVED BY THE AU'THORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF SUCTION OUTLEI NOTES 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO CANISTER/RECIRCULATION t I ALLOW MAXIMUM VELOCITY OF SIX(8)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER PUMP imw�mjw AND DETAILS SUCT ON PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECOND. MINIMUM PIPE LENGTH 18" CoRmcate!of ApthwO N6.20177 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE. NOTE: -146.03 BEACH RLVD.,lurm 2ioo 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY - THROUGH A COMMON LINE TO THE PUMP. 1. ONE OF THE FOLLOWING OPTIONS 15 REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP:A) JACKSONVILM-PL322W, ,W4-123J773-I*,. BJOO,�624i36 THE BATTS COMPANY 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18-FROM THE CPC037046 - CGCO55163 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S):8)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVERIGRATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. 1602 NORTH 3rd STREET SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH JACKSONVILLE BEACH, FL 32250 THE OPEN AREA OF THE COVER/GRATE. OUTLET SUMPS IN SERIES (904) 246-2455 (904) 249-0457 DVVG.By: RRW "iSSIOWL Efll��R NOT TO SCALE SHEET 3 OF 5 APPROVED BY: IEL #3 BAR CONTINUOUS #3 BAR CONTINUOUS 4"CONCRETE DECK 103 BAR 1#3 BAR PAVER BRICK SWALE FOR 103 BAR VERTICALLY PAVER BRI K 8. -VERTICALLY 0 DRAINAGE VERTICALLY Q 36"ON CENTER 36"ON CENTER 38"ON CENTER Al D COR COMPACTED COMPACTE C O*MPAC'TED MATERIAL 4'OR MATERIAL FLA FLATTER a.` MATERIAL B-9".18" to 4 .!� FINISHED_j .. : 105 REBAR 1#5 REBA'R"*- . . : 1 1#5 REBAR —10, GRADE 01 CONTINUOUS FINISHED CONTINUOUS.: CONTINUOUS k N I i--Y4'X A GRADE WXA N T R IN E U I 0 IA U R S FINISHED GRADE ov ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION " ,4 PIL ST Y ROUND tyy OLD GROUND 0 PILASTER EVERY OLD GROUND 4"0 PILASTER EVEI OLD GROUND SWITH 193 REBAR 5'WITH 103 REBAR CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN GENERALNOTES I. DETAIL IS BASED ON 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 DOMENSION 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE,WITH 03 RE13AR. FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5-(FOR A 12-TURNDOV"OR 33-(FOR AN 2, TURNDOWN SHALL BEAR ON ROCK,CLEAN SAND OR STRUCTURALLY SOUND SOIL(>1,5W PSF)THAT SHALL BE IS-TURNDOWN)OR 43.5-(FOR A 24-TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN LENGTH OR THE FINISHED COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO I FOOT VERTICALLY,A TURNDOWN SHOULD NOT BE USED. 3. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 016 GRADE 40. 9. FOR A PAVER DECK,IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 3(r(FOR 4, CONCRETE ISHALL CONTAjN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,5W PSI. A 12'TURNDOWN)36"(FOR AN I S'TURNDOWN)OR 42-(FOR A 24-TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN 5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE,BUILDING 2007,FLORIDA BUILDING CODE,RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY,A TURNDOWN 2DO7 TOGETHER WITH LATEST REVISIONS. SHOULD NOT BE USED, e. 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 8"INTO THE INDIGENOUS MATERIAL,WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A#3 REBAR TIED INTO THE 05 REBAR IN THE BASE OF THE VERTICAL POUR DECK TURNDOWNS (NOM.4-) TYP. GRADE GRADE to GRADE 12' so "IllpoillogifF 1111r/Aill III Mir/A1110111 0 11 W1, 1#M5 BAR �14 2 05 BAR CONTINUOUS I-Milmiling CONTINUOUS NO FOOTER 8"x 8"FOOTER 8"x 12"FOOTER FOR USE BY THE CITY OF ATLANTIC BEACH ONLY nO UMM ONE UO n=UM EMT=Un 02 am mmm GRADE US Of A NAM RMU=0111% RESEDENTIAL S111MMING POOL FOOTER NOTES: 12- CODS CRANCE WRIC11111M 19 SOONSR 1. FOOTER SHALL BEAR ON ROCK,CLEAN SAND OR STRUCTURALLY SOUND SOIL HIM DECK AND FOOTER (>I,SW PSI)THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEMING Twmt. - -, DETAILS CAPACITY TO PREVENT SETTLING. limp�-m Im 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,5W PSI WITH FIBER MESH C*rtft*fcvfAUthb* OR 6x6-l0xl0WW MESH. 2#5 BAR - N6.19177 'OUS 14603 BEACH BLVD.,SUrIT 210D 3. 3#3 BARS IS EQUIVALENT TO I#513AR. CONTINUOUS -JAWSbI4VIU.EAJI21S0 THE BATTS COMPANY 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER 994-2234773#A)( OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. CPC037046 - CGCO55163 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED,THE SWIMMING POOL 12"x 12"FOOTER 1602 NORTH 3rd STREET CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR. JACKSONVILLE BEACH, FL 32250 '904) 246-2455 ( )04) 249-0457 jt� DM.By: RRW TYPICAL FOOTER DETAILS 'NOT TO SCALE SHEET 4 OF 5 APPROVED BY: JEL Ewat -,7-. 1 1 — — I / TRANSFORMER REQUIRED FOR ENERGY EFFICIENCY NOTES NOTES: LOW-VOLTAGE INSTALLATIONS ONLY 1, TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND I. GROUND AND BOND ALL POOLS AND RELATED OUIPMENTIN PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDANCE WITH NEC ARTICLES 250 AND ELECTRICAL ................ ACCORDING TO A PRESET SCHEDULE, EXCEPTIONS: CONTRACTOR SHALL COORDINATE NTH GENE CONTRACTOR TO T ------------------- l.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION ENSURE THAT ALL METALLIC PARTS OF THE PO STRUCTURE,INCLUDING l.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY THE POOL SHELL AND DECK REINFORCING AND ALL OTHER METAL 444,�477777774zz-"Zz-"-4, 44444,!�47777774444447,1 POOL SYSTEMS PARTS ARE BONDED PER NEC ARTICLE 260 AND 6W. BOND TOGETHER . 1/ 4444444444 z / I.C. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE REINFORCING BARS USING STEEL TIE WIRES., ND ALL METAL PARTS TO 4444" GENERATION POOL REINFORCING BARS USING 08 AVMV4G COP R WIRES. THESE METAL 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE PARTS INCLUDE,BUT ARE NOT LIMITED TO LAD RS,RAILINGS,PIPING, EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A CONDUIT,METAL DOOR FRAMES AND METAL WITHIN V OF INSIDE 3.DO WATT REFER TO LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: WALL OF POOL, CONNECTION SHALL BE EXOT RMIC WELD.LISTED I KIDERWATER NOTE 4 OUTDOOR POOLS DERIVING OVER 700A OF THE ENERGY FOR HEATING FROM A PRESSURE CONNECTORS OR CLAMPS AS APPLI LE, GROUND STEEL VMIN.FROM INSIDE WALL SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN COLUMNS(I.E.FOR TOWERS OR SLIDES)PER NE ARTICLE 250 AND OW LIGHT OPERATING SEASON. AND NFPA 780. IF REINFORCING BARS ARE EN SULATED NTH A NON 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: CONDUCTIVE COMPOUND,CONTACT ENGINEER EFORE PROCEEDING, R 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 2. THIS ELECTRICAL INSTALLATION SHALL MEET REQUIREMENTS�F NEC T 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF ARTICLES 250 AND ON. IN ACCORDANCE NTH S,UNDERGROUND GREATER THAN OR EQUAL TO I HP SHALL HAVE THE CAPABILITY OF OPERATING AT WRING SHALL NOT BE PERMITTED UNDER THE P OL OR WITHN S' TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO HORIZONTALLY FROM THE INSIDE WALL OF THE OL UNLESS THIS WRING MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE. IS NECESSARY TO SUPPLY POOL EQUIPMENT PE MITTED BY NEC ARTICLE 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE 880. ALL RECEPTACLES SHALL BE LOCATED AT L T 19 FROM THE INSIDE BONDING CONDUCTOR. POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED WALL OF POOLS. ALL RECEPTACLES WITHIN 2CUY F THE POOL SHALL HAVE REFER TO NOTE IF7 A111 SHALL BE THE RESIDENTIAL FILTRATION SPEED NTH A HIGHER SPEED OVERRIDE GFCI PROTECTION. ADDITIONALLY,ALL UNDER TER LIGHTING SHALL BE 'AA CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR GFCI PROTECTED, MOUNTING HEIGHT FOR ANY L GHT FIXTURES 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SUSPENDED OVER POOLS SHALL BE NOT LESS T�AN IZ ABOVE MAXIMUM 4AIM SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE WATER LEVEL. 444/4444444444444444470 SOLAR HEAT GAIN. ?I/// 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH 3. IF APPLICABLE,PROVIDE 012 AWG CONDUCTORS j WD GROUND FOR 12V 4444444444444444444!��-,'444444444444444?'IlI APSP-15,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND UNDERWATER LIGHTING CIRCUITS LESS THAN S'll I LENGTH. FOR 12V *""*_-_-_-_'_'_-_-_-_­_ ------ T SPA ENERGY EFFICIENCY," CIRCUITS VTO 1W IN LENGTH,PROVIDE48AWG C NDUCTORSAND BONDING GRID. � GROUND. FOR 12V CIRCUITS GREATER THHAN 16, LESS THAN 26 IN REFER TO NOTE#6 TO GROUND FAULT CIRCUIT LENGTH.PROVIDE 06 AWG CONDUCTORS ANOD#06 ROUND. NO 12V INTERRUPTER THEN TO POWER CIRCUIT SHALL BE MORE THAN 2V IN LENGTH. TYPICAL SWIMMING POOL BONDING GRID PLAN SOURCE NTH TRANSFORMER 4'MIN. 4. ELECTRICAL CONTRACTOR SHALL INSTALL NO FE R THAN ONE 125-VOLT JUNCTION BOX IS-OR 20-AMPERE RECEPTACLE ON A GENERAL PIRPOSE BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT L AS THAN 10 FT.FROM 08 AV40 COPPER WIRE RIGID,IMC OR NON METALLIC AND NOT MORE THAN 20 FT.FROM THE INSIDE WA 1 OF THE POOL,THE TIMECLOCK CONDUIT RECEPTACLE SHALL BE LOCATED NOT MORE THAI 8 FT,0 IN.ABOVE THE I&-Tz% ,- FLOOR,PLATFORM.OR GRADE LEVEL SERVING TH POOL(NOT E BRASS OR NON METALLIC APPLICABLE TO INDOOR POOLS WHERE COMPLIN RECEPTACLES ARE TO SERVICE CONDUIT OR APPROVED I_ IN.W j ILABLE), PANEL JUNCTION SPST EQUIVALENT 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY IN­ERLOCKED NTH Box TOGGLE CHEMICAL EQUIPMENT,IF APPLICABLE. _GL 'TTSWITCH 4'MIN. UNDERWATER LIGHTS SHALL BE NEC.APPROVVED 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REI IUIRED FOR ALL PAVED DISCONNECT AND SHALL FEATURE STAJNLESS STEEL FORMING WALKING SURFACES WITHIN THREE FEET OF THE It SIDE WALLS OF THE SHELL NTH BRASS MOUNTING RING. SHELL SHALL POOL AND/OR SPA FOR THE ENTIRE POOL PERIMET`R.THE BONDING GRID HAVE A 1"NPT CONDUIT WITH OPENING PACKING PUMP GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS MAY BE COMPOSED OF STEEL REINFORCING RODS JREBAR),OR OB RARE, STEEL ENCAPSULATION BOLTED TO A CHROME SOLID COPPER CONDUCTORS.6 X 6 X 10 WELDED RE FABRIC(MESFO IS POOL DECK 12 V TRANS NOTES: PLATED FACE RING FOR COMPRESSING OF A 360' ACCEPTABLE WHEN PROPERLY INSTALLED ON C RS AND EACH SECTION DOUBLE WALL SYNTHETIC GASKET, IS CLAMPED WITH APPROPRIATE LISTED DEVICES DtOR 08 SOLID COPPER JUMPERS.THE BONDING GRID MAY NOT 8 INSTALLED DIRECTLY 1. ALL ELECTRICAL SHALL CONFORM WITH ART SW NEC LATEST. IN EARTH CONTACT OR WITHOUT PROPER COVER. E INSTALLATION MUST BE IN ACCORDANCE WITH OW.26(C),NLATIO ELECTRIC CODE(NEC) 12 IN)5"COND. 2. BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING AND ALL SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& -LATEST AND FLORIDA BUILDING CODE 2010W/ ST AMENDMENTS. BOX MIN T jz� DECK H 3.12 IN, FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER,IF LED LAMP,30OW1 2V LAMP OR 120 VAC W/GFCI PER LIATI , C 12W 30OW NTH LOW WATER WITHIN 5 FT HORIZONTALLY FROM WATER,12 FT VERTICALLY OF NEC 7. THE FOLLOWING IS AN ACCEPTABLE 0 THE BONDING GRID CUT-OFF OR 120 VAC W1 GFCI ALTERNATIVE PER NEC MAX WATER LEVEL. #8 AWG PRESSURE GROUND DEFINED IN NOTE 06,ABOVE:AN UNDERGROUND 8 DING CONDUCTOR , I CONNECTOR TO COMMON MADE OF A SINGLE#8 AWG BARE SOLID COPPER WI E BURIED TO A ELECTRICAL DIAGRAM BONDING NTH REINFORCING MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SGRADEANDIS S STEEL OR PLUMBING INCHES TO 24 INCHES FROM INSIDE WALL OF THE S MMING POOL OR SPA t I THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR E UIVALENT TO .I COMPLIANCE WITH S.680.28(C)OF THE NEC(LATE .NFPA 20.ADOPTED BY INCOMING POWER SUPPLY JUNCTION BOX(IF USED) POOL LIGHT DETAIL REFERENCE WITHIN FBC. SERVICE PANEL LADDER,HAND RAIL, TRANSFORMER --_4 NEUTRAL BAR POOL LIGHT DIVING BOARD,ETC POOL LIGHT HEATER CASE FOR USE BY THE CITY OF ATLANTIC BEACH ONLY n PLAN ZMW ONR YnR FM 711112 TO GROUND 8mmTm JUTE OR=1"Imm JUTS OF A NAM FWRft Nna= RESIDENTIAL SWIMM NG POOL PUMP METAL CONDUITS POOL CONTROL CODE CWGX TRICMUM 10 900NItR REINFORCING PANEL MOTOR GROUND BAR OR PIPING SYSTEM STEEL NEUTRAL BAR ELECTRICAL NOTES AND TRANSFORMER FLEXIBLE CORD DETAILE 2 k, 177 GROUNDING TERMINAL - S,�.�w A! C.�ol 3 CONDUCTOR 100 H-N-G PUMP MOTOR J CKS THE BATTS COMPANY 223-9 POOL Ll EUT L:OUND To MOTOR ND MR -N 0 FRMER 7ERA7LBA #8 BOND TO #SBONDTO CPC037046 CGCO55163 STRUCTURAL STRUCTURAL _�#S BOND IN STEEL STEEL GROUND BAR 1602 NORTH 3rd STREET Co PVC CONDUIT NTROL PANEL JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 TYPICAL GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC D%AG.BY: NOT TO SCALE SHEET 5 OF 5 APPROVED BY: JEL PROFESS IAL ENGINEER jVASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THE TOTAL HEAD IN FEET C014VERSION CHART .LOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. TDH CALCULATION OPTIONS: INCHES ME CURY(VACUUM GAUGE) ! 2 4 FOR EACH PUMP 0 ! 2 4 6 1 8 1101 12 114 116 118 _k 0.0 2.314.5 6.8 9.0111.3113.6115.8118.120.3 SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: 1 2.3 4.616.8 1 1.#113.6115.91 .1 120A 22.7 Y7-CHECKONE 2 4.6 6.9 ' 9.1 .4 . 82, .4 22.7 .0 MINIMUM FLOW RATE REQUIRED:35 GPM PER SKIMMER -3 .9 &2 1.5 .7 21 .8125.027 �L_ _ .3 1. CALCULATE POOL VOLUME: X X 7.48(GAL.ICUBIC FOOT)= 4 9.2 11.5 3. luau (SURF.AREA) (AVG.DEPTH) (VOL.IN GAL.) L BLANKS A zu 31.9 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X60(MIN./HR.)= A 1 31. (HOURS) (TURNOVER IN MIN.) TOTAL DYNAMIC HEAD(TDH) 36. 3. DETERMINE MAX FLOW RATE: L-79,-g + COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED .3 El A (VOL.IN GAL.) (TURNOVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) BLANKS ON WORKSHEET&ATTACH CALCULATIONS .4 4. SPA JETS: 14A X GPM PERJET FLOW RATE I (NO.OF JETS) (JET FLO" (TOTAL JET FLOW RATE) MAXIMUM FLOW CAPACITY 43.81 48.1 (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO.3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL&SPA) F7 OF THE NEW OR REPLACEMENT PUMP 50A 4- .9 "JI .7 a9 21 51 .51 .0 DETERMINE PIPE SIZES: 37.013021 .7146.0, al .3 39.3141i5i BRANCH PIPING TO BE INCHTO KEEPVELOCITY@6 FPS MAX.AT .89- GPM MAXIMUM SYSTEM FLOW PATE. .4 NOTES: 2 CH TO KEEP VELOCITY(Cp 8 FPS.MAX.AT '3 Z- GPM MAXIMUM SYSTEM FLOW RATE TRUNK PIPING TO BE�IN I. IF A VARIABLE SPEED PUMP IS USED, USE THE MAX. PUMP FLOW IN RETURN PIPING TO BE INCH TO KEEPVELOCITY @ 10 FPS MAX.AT GPM MAXIMUM SYSTEM FLOW RATE CALCULATIONS. 2. FOR SIDE WALL DRAINS,USE 1 75.8 APPROPRIATE SIDE WALL DRAIN 173. .1 DETERMINE SIMPLIFIED TDH: 26 .1 4 .6175. 4 FLOW AS PUBLISHED BY -27, 7IM83 27 . 1. DISTANCE FROM POOL TO PUMP IN FEET: A MANUFACTURER. 28j 3. IN-FLOOR SUCTION OUTLET 0109.31 .817"6.0 2. FRICTION LOSS (IN SUCTION PIPE) IN INCH PIPE PER 1 FT. @ GPM (FROM PIPE FLOW/FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO MOST RECENT EDITION OF 3. FRICTION LOSS (IN RETURN PIPE)IN A INCHPIPEPERlFT.@ lof GPM (FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE EMBOSSED WITH THAT EDITION 83.0 .6 I Au 4. - X APPROVAL. 8 1 2 (LENGTH OF SUCT,PIPE) (FT OF HEAD t I FT OF PIPE) (TOM SUCT.PIPE) TDH IN PIPING: 4. PUMP&FILTER MAKE,MODEL AND 5. - (oc .X . /6 .-.9.(.!_ LOCATION CAN NOT CHANGE NOTE: FIELD TDH MUST 8 E EQUAL TO OR HIGHER (LENGTH OF RETURN PIPE) (FT OF HEAD/I FT PIPE) (TDH RETURN PIPE) FILTER LOSS IN TDH (FROM FILTER DATA SHEET): WITHOUT SUBMITTING REVISED THAN THE CALCULATED TDH PLANS AND TDH WORKSHEET. CHART2 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOTAL ALL OTHER LOSS: Pa H,"' SELECTED PUMP AND MAIN DRAIN COVER: TOTAL SIMPLIFIED TDH: PUMPSELECTION -Sft'eV I-S '305-0 USING PUMP CURVE (PUMP MODEL&SIZE IN HP) FOR SIMPLIFIED TDH&SYSTEM FLOW RATE THE FOLLOWING CUT SHEETS ARE INCLUDED MAINDRAINCOVER C-)-%l­H M'01-06P _?OfPar-X�r C-HP ZS-S '0(- (SYSTEM FLOW RATE AND FRICTION LOSS PER FOOT (MAM&MODEL) MUST NOT EXCEED APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE PUMP HEATER NOTES:MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. CIT FEET E D E FILTER THERAPY JETS PIPE SIZE 6 FPS 8 PS 10 FPS MAIN DRAIN WATER FALLS 1. - -;z - DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 16GPM 10.14' 21GP 0.2Y 26 GPM :0.35' 'R. OTHER 1.5" 37 GPM 10. 50 GP 0.14" 62 GPM 0.21' tONTRACTOR SIGNATURE ED 2" 62 GPM 0.10 82 GPM 0.1(y 103 GPM 0.16 TYPE OF COVER 2.5" - IKWMS 51 SWIMMING POOL SPECIFICATION FOR 0 0 DUAL MAIN D F_ 88 GPM O.W 1117 GPM 6.0-9 0.13! SUCTION OUTLETS @ GPM MAX. FLOW 3 138 GPM 0.0f 181GPM O.OT 227 GPM 0.10' CONTRACTORS PRINTED NAME 4 3' 0 4" a4 GPM. .0,T 313 GPM O.W 392 GPM O.Or 0 0 0 MULTI DRAINS SUCTION OUTLETS @ GPM MAX. FLOW 534 GPM O.OZ 712 GPM 0.03' --- C_9�_- o's-1 Effl __1 CHANNEL DRAIN CHAN14EL DRAIN @ GPM W/ CHARTI CONTRACTORS CERT.NO. PORTS -,7 ,((.- ?_45-S CONTRACTORS TEL.NO.