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328 5TH ST - POOL DRAWNGS >M CL 0 CL 34/4�0 isvoo iSV3 Q-Q- (81 0 Z �'K 0 ui um LLJ C.) E?8 Q Noma 0 N3 um Q) 0 K to OZ-6k T Am 99,0 T*OOS lK c t It Goom f7 Aw-7- 1 !LIU cs C.) C� LL-i C14 utj 4K K r Q:Q� co L-LJ 'K i :-Z W C) kLJ'K .-C 0 'K CQ) �z Q) -LLJ (3 Lj Lo 4j Ob Q Z, :z :� % C� P-1 Ll- rA r i Lt- S: 11K I-,- x(:5 Z� A I 14- Cj co �c L-Li qK LLi 'K Q) qo i ,C w L-1 C-N c W) Low cz)t Lij Q) C) Lf-) LAJ � § C) Zl 4-1 Q Q. k LLJ z p LLJ C:j WO Q 'Ilk C4 Q to Q: Lo L Q 14. 'RZ 8 d iz 'r oz PT ga!g8rrofpoom Q: --K Q: Q� :z Q. k -j ct cole Q IK %J :_z %J Q,— 8 IK "J On K Q Q� C1 Q.Q. +ChM 4mose'r oEffir—rY ELEA f R-MM 6 SWIMOUT Z%3 1 7 T% ; fw.-AZO 0 1` I SIAN -1 9 GRABRAIL A IR'Coe. LIGHT(S)(1)L--W TILE cor t2 CONCftE-Te,2MM1 13 PAV Ef R 210-M.2 Zbz 14 PUW_1p0AT*'0- V#*fLfp'*&Z -Ttisep _5 FIVTOR CHLQRIN&TOR I 17 $-KIMME%S) 10 MAIN DIL ,F t)W±&US *T A MYTEM FMfp 4ZK MLTEA FgATURLEIS ;z4e_*44tx. 24 WIM§LEEVE&_.( I) Ac- S-34 SOL-%'F 27 MoOm f4 CA-WO40 EQUIPMENT 1 0 29 LEAF SKIMMER WALLBRUSH, TEST KIT HOSE POLE START-UP CHEMICALS VACUUM SPA INFORMATIONEQW—RUETJE A_-49 MAW V"101' 'JETS 22"Tmft WATER _8 \ ( UQ W seur 2TH JR: f7 Ito, Sa"F LAdv-Viac Ckvvs 31, ADDIT6_ML SPECIFICATIONS: it -.Ole cc ga C far, t.C-#q0#'( 5,0 $A vcbml as 0 Ic-,o—ORC�C_V_ cc P,W6 r -f6e-r L'-)*CC-4L F00-rood., RIC-0 Roc'e C'0^16 ACCESS L OF�PER ELEVATIONS -re-p TREE REMOVAL DIRT REMOVAL T—C J> CEMENT REMOVAL ELECTRICAL HOOK-UP Scale 1/8"=1' POOL SPECIFICATIONS A SWIMMING POOL FOR THE BATTS COMPANY 64r.- -Zj8,0 General&Swimming Pool Contractors DESIGNED BY 40 -7 the 1602 N.3rd Street-Jacksonville Beach,FL 32250 DATE 5ro S r F�s.F_ gaor lbdft (904)246-2455 FAX(904)249-0457 1.."QME. complMy CGCO55163 OFFICE cpc 037046 GENERAL NOTES 1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONMCTOFVS POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2014 AND FLORIDA BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI/NSP NATIONAL STANDARD-5 FOR LADDER RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL PTANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-L�TEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL U sILESS OTHERWISE NOTED. MINIMUM REINFORCEMENT#3 TYPICAL POOL TTO 8'DEEP -SEE STRUCTURAL NOTE 5 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CON 3TRUCTION IN EASEMENTS OR BARS SPACED 12"O.C.E.W. CROSS REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SH kLL VERIFY LAYOUT AND ALL TYPICAL 2 BRACE A 'K7 6 RECOMMENDED DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 04 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELA TION TO POOL AND ITS EQUIPMENT AND W-11" ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. --------SHOTCRETE STEPS OR 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING ARO JND CONSTRUCTION AREA TO BENCHES AS PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3-ATMOSF HERIC BREAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE ESCUTCHEON PLAT 3"-6" \-WATER WATER LINE USED TO SUPPLY THE POOL. LEVEL 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED 114 THESE DRAWINGS ALSO RELATE TO RADIUS ANCHOR SOC SPA CONSTRUCTION. 5-1/2" 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED EXTRA TRANSVERSE REINFORCEMENT43 1V LENGTH UNDISTURBED OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHC UT ADJUSTING THE THERMOSTAT SPACED ON 12"CENTERS SOIL(NO VOIDS) LADDER TREADS ,41, E 'EEf:i IKET 2" U S, SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST BETWEEN MAIN BARS, 14"-18" SHALL BE COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. CENTERED ON TRANSITION(MAY SLIP-RESISTANT 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PS SSURE MUST BE ELIMINATED. THE BE ELIMINATED IF NO 143 DIAGONAL,E.W.AT DRAIN RUBBER BUMPER POOL WALL OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATIN,3 UPLIFT PRESSURE. CONTRACTOR TRANSITION EXISTS) SIMILAR TO LIGHT NICHE DETAIL SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAlls PUMPING SYSTEM IN AREAS WHERE j4r GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD F-CIAT POOL OUT OF THE GROUND.. -4 [-- 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT!AFETY COMPONENTS SHALL BE IN LONGITUDINAL POOL SECTION 5-112" PLACE PRIOR TO FILLING OF THE POOL. NTS TYPICAL SWIMOUT DETAIL LADDER DETAIL 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE N.T.S. N.T.S. DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POC L DURING ANY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES FLOOR REINF.AS PER 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE#3 BARS AT 12"ON -ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE,BACK OPEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW STANDARD PLAN CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 5 FEET DEPTH. BETWEEN 6 AND 10', FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL THROUGH SCH40 PVC PIPE WITHOUT EXCEEDING THE USE#3 BARS AT 6'ON CENTER VERTICALLY IN THE AREA OVER 6'IN DEPTH. (ALTERNATE: #4 BARS AT 16" FLOOR BE FLUSH WITH POOL FLOOR.) MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH;BETWEEN 6' AND 10',USE#4 BARS AT 8"ON CENTER VERTICALLY IN THE AREA OVE R 6'IN DEPTH). NOTE APPLIES TO PIPE SIZE 6 FT/S 8 FT/S 10 FT/S NORMAL,NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID TO PUMP PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS�AST AGAINST BARE EARTH 16 GPM 21 GPM 26 GPM WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3";WITH 1,BARRIER(STEELTEX)BETWEEN 1 L IY2 37 GPM 50 GPM 62 GPM CONCRETE AND EARTH,MINIMUM COVER SHALL BE 2 2-#3 BARS BENT 2. REINFORCING STEEL SCHEDULE IN NOTE#1 ABOVE APPLIES TO POOL NALLS W/5-1/2"THICKNIESS AND SUPPLY HEADER 2' 62 GPM 82 GPM 103 GPM AS SHOWN EACH FLOORS WITH 5-112"THICKNESS. STEEL SCHEDULE MUST BE REVISED FOR WALLS OR FLOORS THICKER 1 1/2"DIA. WAY AND LAPPED THAN 5-1/2". FLOORS AND WALLS SHALL BE CONSTRUCTED OF PNEUIV ATICALLY APPLIED CONCRETE WITH ZV2" 88 GPM 117 GPM 146 GPM HYDROSTATIC RELIEF 18*WITH FLOOR A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DEC(SHALL BE 2,500 PSI. CONCRETE NOTE: 3' 138 GPM 181 GPM 227 GPM PIPE BOTTOM 12" REINFORCEMENT. MIN.3' CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WAL L THICKNESS MUST BE INCREASED CONCRETE ENCASEMENT OCCURS PERFORATED.(SEE FOR DEPTHS GREATER THAN 8*0". NOTE APPLIES TO'NORMAL"SOILS ONLY. ONLY AT THE RETURN FITTING. 4' 234 GPM 313 GPM 392 GPM GENERAL NOTE 13) CD CLEARANCE 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A I El FROM EARTH 6" 534 GPM 712 GPM 900 GPM STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION fill LLED WITH ACCEPTABLE MATERIAL PUMP SIZE WILL VARY DEPENDING ON THE PUMP DRAIN ROCK SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFI I POOL FLOOR INLET DETAIL 3/4"-1 1/2- AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOTBE REMOVED,THE POOL MUST BE N.T.S. SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE REDESIGNED. SPECIFIC POOL NEEDS. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF.1500 PSF F(R FREESTANDING WALL. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAIL JRE BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF FXISTING STRUCTURES. 24"SO CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITNG STRUCTURES HAVE THE ORO POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERS L 0. 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED AC CORDING TO UBC SECTION 1922 AND MAIN DRAIN DETAIL ACI 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LES 3 THAN FIVE TO ONE. N.T.S. 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING,OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN lEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTC TE APPLICATION TO ALLOW ER LEVEL(CENTER HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL RE NFORCEMENT STEEL. LINE OF SKIMMER) 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCR-TE,THE FLOOR SHALL BE POURED PLUGGED rWAT PUN ONE YEAR MU THE PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS, kPPLICATION SHOULD COMMENCE IN �LU PO T SIGNATURE DATE OR THE EFFECM EQUALIZER PORT DATE OF A MWOR FLORMA BUIMING RESMENTIAL SWIMMING POOL CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWIh 3 WALL CONSTRUCTION. CODE CHANGE WMCHEVER IS SOONER 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTFOM OF THE POOL EXCAVATION TO PUMP SUCTIONJ MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SFVLL BEAT LEAST 40 BAR DIAMETERS. VACUUM FITTING-SEE GENERAL NOTES AND UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE. NOTE 3 BELOW 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRE�CTION,NOT SIDE-BY-SIDE NOTES: DETAILS PERPENDICULAR TO SPRAY. Certificate of Aut�hprjty.hlo.28177 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN .1,4337 pA8J&-o Ak IS CCURT,WIT E 101 SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. JACKSONVILLE,I'L 322224: - - ,- 2. EQUALIZER PORT SHALL BE PLUGGED. 904-2Z3-97 I . 4W THE BATTS COMPANY 73 FAX---,!6 -9236 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER 3UE TO CURVATURE OF THE WALL,1 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6* -#4 BAR MAY BE SUBSTITUTED FOR 2 CPC037046 - CGC055163 -#3 BARS IN ORDER TO MAINTAI�A MINIMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH VpMO SPS 4. 1602 NORTH 3rd STREET PROVIDED A MINIMUM OF 1.5*CLEARANCE IS MAINTAINED BETWEEN TF E PIPES AND ANY PARALLEL JACKSONVILLE BEACH, FL 32250 REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE E�COUNTERED. (904) 246-2455 (904) 249-0457 17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING"kLL FOR SOIL,THE RAISED PORTION SKIMMER AND VACUUM FIT71NG DETAIL SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF I IYOROSTATIC PRESSURES. RRW DWG. By: RRW - - By. JEJL/ I KPf�OWFESMNAL ENGINEER NOT TO SCALE SHEET 1 OF 5 APPROVED BY: JEL 3'MIN.(TYP.) EXPANSION JOINT—� 8"-1 I" DECK SLAB VINYL_t.�_ DECK SLAB 6' 1/2"WHITE VINYL JOINT---- 8"-11" STRIP(N/A FOR PAVER WAT ER LINE TILE, m DECKS) GLAZED,MIN.4" TILE W ;0 CONCRETE DECK(OPTIONAL) WITH SLIP RESISTANT TOPPING 10, SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF ON COMPACTED GROUND WITH BOND BEAM REIN.343 BOND BEAM BAR(TYP) ALL ORGANIC MATERIAL BARS(TYP.FOR ALL REMOVED.4*THK.WITH FIBER TYPICAL WALL RETURN,OR > BOND BEAMS) MESH,6-WITH#3 REBAR VACUUM FITTING,WITH 3 EA#3 REBAR CONTINUOUS 18" z Z WATER STOP FLANGE 0 D LAP SPLICES AS NECESSARY 3- 00 -cr CANTILEVER DECK DETAIL LIGHT FIX FURE& MIN. z< COPING DETAIL NICHE N.T.S. 3" N.T.S. MIN. R=6"WH EN H=3'-0" RADIUS It;CREASES 6"FOR EACH TOF DEPTH<5--0' 2-#3 EACH WAY R=7-0"V fHEN H=6-0" RADIUS INCREASES VFOR EACH VOF DEPTH>6-0" STD.REINF QU NRTZ AGGREGATE PLASTER FINISH 5-1/2" #3 REBAR @ 12-O.C.B.W.MIW* SHOTCRETE WALL COVER 3-(EARTH SIDE),2- 5-112"SHELL EXPANSION JOINT DECK SLAB (POOL SIDE). REFER TO THICKNESS I I STRUCTURAL NOTE#1 FOR N�e a LIGHT NICHE DETAIL + 'A ALTERNATE SCHEDULE. N.T.S. 2 #3 BEND DOWN d I t BOND BEAM BARS VINYL 0 L NOTE 1 5 BEAM REIN -#3 S(.�p FOR R N ;=:n R �Rj IN. TYPICAL POOL WALL SECT10N 031 W #3 BAR BEND SCALE:N.T.S. ASSHOWN 343 MINIMAL BOND BEAM SPA WALL SKIMMER DETAIL N.T.S. SCHEDULE N.T.S. CONCRETE NOTE: MAYBE USED WITH DEPTH OF THICKNESS SAND,GRAVEL,OR ROCK WATER FT INCHES 10"MIN. SOIL CONDITIONS ONLY. 3.0 5-1/2" 2� 6-MAX. WATER ALTERNATE 3.5 5-1/2" TROUGH PLUMBING 4.0 8 SEE SP k WALL SCH. SEE STRUCTURAL RADE LOCATION 2-#3 BARS 6- NOTE 15 117:71 AT GRADE 4.5 10 (OR 1-#4 BAR) 5.0 10 041T WATER OR ELEVATED 1 1 TROUGH HORIZ.REIN.#3 BARS 8" VERTICAL REINFORCEMENT#3-12 O.C.FOR FREE STANDING L WALLS EL INCH CENTERS AT 5-1/2"WALL THK. TYPICAL REINF. OR CONSULT ENGINEER FOR VERT.REINF.SEE SPA 12"O.C.E.W. REINFORCEMENT AT GREATER THK. WALL SCH. NOTE:GREATER WALL THICKNESS PIAN BlPn= ONZ YEAR FROM THS (T)OR DOUBLE CURTAIN j AL SIGMTURE DATZ OR THE E"ZCTIVE REINFORCEMENT MAY BE USED IF DATE OF A NWOR FLORIDA BUUDING REQUIRED FOR AESTHETICS OR SHEER DESCENT DETAIL CODZ CNMGZ WMCHNM 13 SWM RESIDENTIAL SWDMING POOL PLUMBING N.T.S. FLOOR REINF.CONT. FROM SPA TO POOL STRUCTURAL DETAILS MIN.15"LAP EITHER SPA DETAIL DIRECTION Certificate of Authority No.28177 N.T.S. 4337 PABLO OAKS COURT,SUITE 101 JACKSONVILLE,FL 32224 THE BATTS COMPANY 904-223-9773 FAX: 866-832-9236 CPC037046 - CGC055163 1602 NORTH 3rd STREET r�' r JACKSONVILLE BEACH, FL 32250 15' (904) 246-2455 (904) 249-0457 NOT TO SCALE DWG.By: RRW PROFE INAL ENGINEER SHEET 2 OF 5 APPROVED BY: JEL 3-0-MIN.(EDCIE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP Eo,4c= I OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PMALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS PUMPS IN PARA=LEL 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 LC CATED 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 EQUA-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 W)d-LS. AW SHAPE DUAL SUCTION OUTLET ARRANGEMENTS - - - - - - - - - - 3'0-MIN.(EDGE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. 9INGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA). 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2'90'BEND(TYP. VELOCITY 6 FT 5 2"TEE OF 2) SCH 40 SCH 80 12-AIR GAP(MIN.)SEE SUCTION PIPE MAX FLOW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL DIAMETER (GPM) (GPM) SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING NOTE 8 2" 63 55 2 1/2" 90 79 NOTES: 3- 138 124 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 PIPING:30 6" 540 488 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL EE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. FEET FROM TEE ON 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT I INSECT ENTRY OR CLOGGING. THREE-OR-MOF�ZE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET---,,,,,,,,,,N. I i LABEL VENT AS FOLLOWS:"POOL + SAFETY DEVICE-DO NOT HANDLE" NOTES: 0 TO SUCTION PIPING 2"VENT PIPING DEBRIS OUTLET MOUNTED 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSUASME Al 12.19.8-LATEST,*SUCTIOl'I FITTINGS FOR USE IN IN POOL FLOOR SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS.- RECOMMENDED: GRAT ES SHOULD BE INSTALLED VENT LINE DETAIL WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTIS THROI JGH 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 ANSVAPSP-7: A)SUF FACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW;B)DI AL SUCTION OUTLET SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKAB E SUCTION OUTLET PIM EXPUM ONE YEAR FROM Tax SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFOF MING TO ASMEIANSI SEE NOTE 1 BELOW SIGNATUIRZ DATS OR THE RFFZCTIVE RESIDENTIAL SWIMMING POOL DATZ OF A MMOR FL4021DA RUnDING Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSI/ASME Al 12.19.8-LATEST CODE CH0G9 WMCHEM 19 SOONIR AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLE'SUMPS IN SERIES;1)OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSUAPSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF SUCTION OUTLET NOTES 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO CANISTER/RECIRCULATION ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER PUMP AND DETAILS SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEEI PER SECOND. MINIMUM PIPE LENGTH 18" Certificate of Authority Ne.28177 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE. NOTE: 4337 PABLO OAKS COURT,SUITE 101 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THE SIMULTANEOUSLY JACKSONVILLE,FL 32224 THROUGH A COMMON LINE TO THE PUMP. 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) 904-223-9773 FAX:866-832-9236 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 - CGC055163 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SL CTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/l 3RATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. 1602 NORTH 3rd STREET SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CO qTROL FLOW THROUGH JACKSONVILLE BEACH, FL 32250 THE OPEN AREA OF THE COVERIGRATE. OUTLET SUMPS IN SERIES (904) 246-2455 (904) 249-0457 DWG.By: RRW j NOT TO SCALE JELJ VPPCkElIONAL ENGINEER SHEET 3 OF 5 APPROVED BY: JEL #3 BAR CONTINUOUS #3 BAR CONTINUOUS 4'CONCRETE DECK 1#3 BAR 1#3 BAR PAVER BRICK SWALE FOR 1#3 BAR VERTICALLY @ PAVER BRICK 8- VERTICALLY @ DRAINAGE VERTICALLY @ 36"ON CENTER 36"ON CENTER R BRICK J8- 7F 36"ON CENTER IT z C� 04 C P 6T 0 COMPACTED C� COMPACTED 4'OR 4'OR z MATERIAL FLATTER COMPACTED MATERIAL FLATTER w MATERIAL A B=9"-18" d ;o 1#5 REBAR 1#5 REBAR FINISHED j 1#5 REBAR CONTINUOUS tq FINISHED CONTINUOUS: GRADE NOTE. �,v- CONTINUOUS GRADE IT=7Y x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� LATEST REVISIONS. SHOULD NOT BE USED. 6. REFER TO CONTRACI OR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION, 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN,THE SWIMMING POOL CONTRACTOR MUST 7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND,A 4'0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. WILL BE EITHER 2 FEET INTO THE GROUND OR TO 6"INTO THE INDIGENOUS MATERIAL,WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A#3 REBAR TIED INTO THE#5 REBAR IN THE BASE OF THE VERTICAL POUR DECK TURNDOWNS (NOM.4-) TYP. GRADE GRADE 8- GRADE 12" co 1#5 BAR 2#5 BAR CONTINUOUS CONTINUOUS NO FOOTER 8"x 8" FOOTER 8"x 12"FOOTER PUN UPIRES ONE YEAR]PROM TBE SIGNATURB UTZ OR TIM EFFECTIVE FOOTER NOTES: GRADE 7 Dill OF A MAJOR FLORMA BUDDING RESEDENTIAL SWIMMING POOL 12" CODE CHANGE WHICHEVIR IS SOONER 1. FOOTER SHALL BEAR ON ROCK,CLEAN SAND OR STRI JCTURALLY SOUND SOIL I DECK AND FOOTER (>1,500 PSI)THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING IIIIN/ 1110111 & CAPACITY TO PREVENT SETTLING. _tj_wt; 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI WITH FIBER MESH AII 0 �lbr� w%-j DETAILS OR 6x6-10xlOWW MESH. 2#5 BAR Certificate of Authority No.28177 3. 3#3 BARS IS EQUIVALENT TO 1#5 BAR. CONTINUOUS 4337 PABLO OAKS COURT,SUITE 101 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER MIN III" JACKSONVILLE,FL-42224 THE BATTS COMPANY 904-223-9773 FAX: 866-832-9236 OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. CPC037046 - CGC055163 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED,THE SWIMMING POOL 12"x 12"FOOTER CONTRACTOR MUST COORDINATE CONSTRUCTION 01:ANY REQUIRED 1602 NORTH 3rd STREET FOOTER WITH THE SCREEN CONTRACTOR. JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 TYPICAL FOOTER DETAILS DWG.BY: RRW VPRO�tFESSL� INEER NOT TO SCALE SHEET 4 OF 5 APPROVED BY: JEL 0 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 EQUIPMENT IN PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ------------------------------------- I.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,INCLUDING l.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL POOL SYSTEMS PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO l.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL !!�Zl�-44444444444, 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE PARTS INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING, CONDUIT,METAL DOOR FRAMES AND METAL PARTS WITHIN SOF INSIDE EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A REFER TO LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED 300 WATT PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL UNDERWj kTER NOTE 4 OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN COLUMNS(I.E.FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 3'MIN.FROM INSIDE WALL LIGHT AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: CONDUCTIVE COMPOUND,CONTACT ENGINEER BEFORE PROCEEDING. R 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC 011 01 ;0,4 START INDUCTION RUN TYPES T 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE. IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE BONDING CONDUCTOR. SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE GFCI PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE REFER TO NOTE#7 CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 17 ABOVE MAXIMUM 24 HOURS.WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS WATER LEVEL. SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 3. IF APPLICABLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V 4444444,40", J 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH 44 APSP-1 5,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND UNDERWATER LIGHTING CIRCUITS LESS THAN VIN LENGTH. FOR 12V SPA ENERGY EFFICIENCY." CIRCUITS VTO 15'IN LENGTH,PROVIDE#8 AWG CONDUCTORS AND --------- - --------- GROUND. FOR 12V CIRCUITS GREATER THAN 15',BUT LESS THAN 26 IN D. LENGTH,PROVIDE#6 AWG CONDUCTORS AND#6 GROUND. NO 12V BONDING GRI _/ TO GROUND FAULT CIRCUIT CIRCUIT SHALL BE MORE THAN 25'IN LENGTH. REFER TO NOTE#6 INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4'MIN. 4. ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT TYPICAL SWIMMING POOL BONDING GRID PLAN 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH JUNCTION BOX 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 #8 AWG COPPER WIRE RIGID,IMC OR NON METALLIC RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.6 IN.ABOVE THE CONDUIT FLOOR,PLATFORM,OR GRADE LEVEL SERVING THE POOL(NOT TIM CLOCK BRASS OR NON METALLIC APPLICABLE TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE CONDUIT OR APPROVED -1 I-A AVAILABLE). TO SERVICE PANEL EQUIVALENT 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH ;0 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED SPST I WALKING SURFACES WITHIN THREE FEET OF THE INSIDE JUNCTION TOGGLE 2� CHEMICAL EQUIPMENT,IF APPLICABLE. BOX_)I SWITCH UNDERWATER LIGHTS SHALL BE NEC.APPROVED 2 4'MIN. AND SHALL FEATURE STAINLESS STEEL FORMING - WALLS OF THE DISCONNECT SHELL WITH BRASS MOUNTING RING. SHELL SHALL POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID HAVE A 1*NPT CONDUIT WITH OPENING PACKING MAY BE COMPOSED OF STEEL REINFORCING RODS(REBAR),OR#B BARE, r*q a5u Dc� ;IT Puh IP GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS SOLID COPPER CONDUCTORS.6 X 6 X 10 WELDED WIRE FABRIC(MESH)IS STEEL ENCAPSULATION BOLTED TO A CHROME ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION POOL DECK I IOTES: PLATED FACE RING FOR COMPRESSING OF A 360* IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID 12 V TRANS. DOUBLE WALL SYNTHETIC GASKET. COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC LATEST. IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC) 3#12 IN Y2*COND. 2. BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING AND ALL SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& -LATEST AND FLORIDA BUILDING CODE 2010 W/LATEST AMENDMENTS. FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER,IF LED LAMP,30OW/1 2V LAMP OR 120 VAC W/GFCI PER 30OW WITH LOW WATER WITHIN 5 FT HORIZONTALLY FROM WATER,12 FT VERTICALLY OF NEC 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID -OFF OR 120 VAC W1 GFCI MAX WATER LEVEL. #8 AWG PRESSURE GROUND DEFINED IN NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR NEC MADE OF A SINGLE#8 AWG BARE SOLID COPPER WIRE BURIED TO A CONNECTOR TO COMMON MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 ELECTRICAL DIAGRAM BONDING WITH REINFORCING INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. STEEL OR PLUMBING THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C)OF THE NEC(LATEST),NFPA 20,ADOPTED BY INCOMING POWER SUPPLY JUNCTION BOX(IF USED) POOL LIGHT DETAIL REFERENCE WITHIN FBC. SERVICE PANEL LADDER,HAND RAIL, TRANSFORMER DIVING BOARD.ETC... POOL LIGHT POOL LIGHT NEUTFU LBAR HEATER CASE PLAN EXPIRES ONE YEAR FROM THE SIGNATUIM DATE OR THE EFFECTIVE RESEDENTIAL SWIMMING POOL TO GROUND DATE OF A MAJOR FLDRMA BUnDING POOL CONTROL CODE CHANGE WMCHIVn 0 SWNER PUMP j METAL CONDUITS REINFORCING PANEL MOTOR OR PIPING SYSTEM- STEEL ELECTRICAL NOTES AND GROUND BAF NEUTRALBAR TRANSFORME'R m6 (p 1hp� a wAd DETAILS FLEXIBLE CORD Certificate of Authority No.28177 4337 PABLO OAKS COURT,SUITE 101 MOTOR 7 GROUNDING TERMINAL jACKSONVILLE,FL 32224 13 CONDUCTOR-Y PUMP MOTOR 904-223-9773 FAX: 866-932-9236 THE BATTS COMPANY H-N-G #8 BOND TO CPC037046 - CGC055163 STRUCTURAL STEEL STRUCTURAL TRP 1602 NORTH 3rd STREET N C= FLE, 1 00 m L(p #8 BOND TO GROUNDBAR #8 BOt ID IN STEEL PVC CONDUIT JACKSONVILLE BEACH, FL 32250 CONTROLPANEL (904) 246-2455 (904) 249-0457 TYPICAL GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC ]RRWJ/ DWG.BY: RRW t7 NOT TO SCALE SHEET 5 OF 5 APPROVED BY- JEL PROFESSIONAL ENGINEER — — 0 z z TOTAI HEAD IN FEET CONVERSION 00T, ANSIJASP-7 2008 SPECIFIES THREE MET14ODS FOR DETERMINII IG THE MAXIMUM SYSTEM FLOW RATE. THE TDH CALCULATION OPTIONS: INCHES MERCUR UU4M FCCLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. FOR EACH PUMP 0 2 4 1 6 1&1120.3 SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: CHECK ONE MINIMUM FLOW RATE REQUIRED:35 GPM PER SKIMMER 1. CALCULATE POOL VOLUME: X 7 (GALJCUBIC FOOT)= 13 4(6-4. SIMPLIFIED TOTAL DYNAMIC HEAD(STDH) S= MUM.AA9A) (i�VIG.DOnM (VOL IN GAI-1 COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X 80(MIN.MR.) 3 bURS) f3'7(TURN0VER IN MINJ TOTAL DY IC HEAD(rDH) -a + -7 COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 3. DETERMINE MAX FLOW RATE. CALCULATIONS (voi-iN GAL) (TUR t MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) 80kNKS ON WORKSHEET&ATTACH 4. SPA JETS-. X GPM PER JET FLOWRATE (No.OF im) WFLO" (TOTAL XT FLOW RATE) MUM FLOW OE&C.ITY (FOR SINGLE PUMP POOLlSPA COMBO.USE THE HIGHER.OF NO,3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL&SPA) OF THE NEW OR REPLACEMENT PUMP DETERMINE PIPE SIZES: BRANCH PIPING TO BE INCH TO KEEP VELOCITY 0 0 FPS MAX.AT GPM MAXIMUM SYSTEM FLOW RATE. NOTES: �B 2- TRUNK PIPING TO BE INCH To KEEP VELOCITY Q 8 F PS.MAX.AT GPM MAXIMUM SYSTEM FLOW RATE I. IF A VARIABLE SPEED PUMP IS USED, .oz.I( I I. - USE THE MAX.PUMP FLOW IN RETURN PIPING TO BE INCH TO KEEP VELOC17Y 0 1 FPS MAX,AT o 3 GPM MAXIMUM SYSTEM FLOW RATE CALCULATIONS. 2. FOR SIDE WALL DRAINS,USE DETERMINE SIMPLIFIED TDH: APPROPRIATE SIDE VAkLL DRAIN FLOW AS PUBLISHED BY ANUFACTURER. 1. DISTANCE FROM POOL TO PUMP IN FEET: er 3. IN-FLOOR SUCTION OUTLET 2. FRICTION LOSS (IN SUCTION PIPE)IN INCHPIPEPERIFT. 0 _GPM= (FROM PIPE FLOW/FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO MOST RECENT EDITION OF 3. FRICTION LOSS(IN RETURN PIPE)IN INCH PIPE PER I FT. -GPM (FROM PIPE FLOW/FRICTION LOSS CHART) ASMEIANSI Al 12.19.8 AND BE EMBOSSED NTH THAT EDITION 4. X 21-4 APPROVAL. (LENGTH OF SUCT.PIPE) (FT OF HEAD I I FT OF PIPE) X T.P Up E.) TDH IN PIPING: 4. PUMP&FILTER MAKE,MODEL AND r 0 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER 5. X LOCATION CAN NOT CHANGE THAN THE CALCULA71ED MH (LENGTH OF RETURN PIPE) (FT OF HEAD/I FT OF PIPE) (TDM R TURN PIPE) WITHOUT SUBMITTING REVISED FILTER LOSS IN TDH(FROM FILTER DATA SHEET): PLANS AND TDH MRKSHEET. CHART2 HEATER LOSS IN TDH(FROM HEATER DATA SHEET): / 0 rr7,-(SS TOTAL ALL OTHER LOSS: SELECTED PUMP AND MAIN DRA N COVER: TOTAL SIMPLIFIED TDH: 2- PUMPSELECTION FWYA"O- USING PUMP CURVE THE FOLLOWING CUT (PUMP MODEL&SZE IN HP) FOR SIMPLIFIED MH SYSTEM FLOW RATE SHEETS ARE INCLUDED MAIN DRAIN COVER eo-0'2'fc-T:s ("-Me 2455 0 r1ft (SYSTEM FLOW RATE 7FLO- WAND FRICTION LOSS PER FOOT PUMP HEATER (MAKE&MODEL) M JST NOT EXCEED APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE §E=D FILTER THERAPYJETS NOTES:MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMA IER OF 35 GPM. 8 F B FP 10 MAIN DRAIN WATER FALLS IN 16 14! 21 CPU 1 25 0.36 OTHER DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 37- so 1 0.21 Z5NTRACTOR SIGNATURE 62- 1 0.26 TYPE OF COVER 7 0. 14 SWIMMING POOL SPECIFICATION FOR (D C) DUAL MAIN DRAIN SUCTION OUT L GPM MAX. FLOW 3 --Jai 22 CONTRACTORS PRINTED NAME 31 & 4' f C) (D MULTI DRAINS SUCTION OUTLET Q GPM MAX.FLOW C-9c- ollo*s- F CHARTI CONTRACTORS CERT.NO. CHANNEL DRAIN HANNEL DRAIN IM GPM W/ PORTS L CONTRACTORS TEL-NO. leFlo VS+SVRS IntelliFloO V- S 3050 & IntelliFlo VS+SVRS IntelliFlo@ VS 305 ) & Intel I High Performance Pump (Contd) Hieh Performance Pump �0 Pentair.Products; g t h S ighli jeatured H... P ic Ability to program exact pump speeds for s ecif —filtering,heating,cleaning,spa iets,water operations up to 90% d more—slashes energy costs features an cer SVRS model complies withVirginia Graeme Bak safety Act- IntelliFlo pump from Built-in diagnostics protect the f remature failure— causes o P 'the most common irregularities(SVRS overheatingt freezing,and voltage on as well) model includes priming Protect[ a� -in SvRS cannot be Cc' No SVRS calibrations needed. Built elect .0wWmaw, Off �j turned 4, rmance Pump rd protected)on intelliFlo VS 305o High Perfo OW WO&W safety lock-out feature(passwo Patents Pending ngs from being ed setti SYRS model prevents pump sPe changed by unauthorized personnel riable drive technology, combine va -mum speeds on SVRS Intel IiFlo Variable Speed pumps Ability to set minimum and maxi digital intelligence,and permanent magnet motors (used perate within the ranges onboard to p to 90%. model so IntelliFlo will only 0 -related energy costs by u set to help assure safe operation and long life in hybrid cars) to reduce pump mp del is the first swimming pool Pu EasyTouce,and The new IntelliFloVS+SVRS mo IntelliTouche' SafetyVacuum Release System that detects Compatible with -in I control systems to feature a built SunTouce POO drain blockage and automatically shuts the PUMP Off NSF Certified,UL and ETL Listed as an ASME A 112. Dimensions and Performance 19.17.2002 Device Ordering Information u4stings port Sim carton Wt 120- primary - .% - (Lbs) 11 Load IkW Hp SF SFHP and Certincations (NPT) 35 Fu product t4odel voltage Amps 47 100- - SF,2CSA 3 2'X 211 30— ULI,N 1.32 3.95- 230 16 VS-3050 o11013 IntelliFlo ftftmft�Col 14 5 0 r pm Z will�!l T'X 2" 47 1,NSF,CSAI,ASME4 25 — - maim= L Q) - 80 3110 16 3 1.32 3.95 U ot -Y 1� % - IntelliFlo 16J rpm vS+SVRS 230 011017 8 X 20 0 Inputs Ul 0 60- 240VAC 15.100 V C 520641 IntelliCom 4-Rated 15 2 -Rated 9-24V DC WITH 4 Inputl 102 (U 15— a) U_ 5211o9 IntelliCom 2 inteffifloVS+SVRS Y: a.235 rpm unication Cable-So'-Included with Intell iflo VS 3050 and I 40 350122 Comm hecks with SVRS Pump SVRS KIT-.111ows use of discharge c d swimming Pool and 1 10— 35025OZ ndards UL 1081 for Permanently Connecte tion to U.S.Sta is only(Enclosure 3). J'ui:indicates that pump bears a UL mark signifying evalu2 or swimming Poo umps For Swimming dards CAN/CSA C22.2 No.108-01 Liquid pumps F 20- 15 60 rpm anadian Stan Standard 50 For Self-Priming Centrifugal P 5- Spa Pumps and to C aluation to NSF 2 'NSF'indicates that pump bears a NSF mark signifying ev C22.2 No.108-01 Liquid pumps For 50 rpm��Wft than Standards CAN/CSA pools Only. 0 3 ICSA'indicates that pump bears a CSA mark signifying evaluation to Cana nufactured Safety 0 20 40 60 80 100 Swimming Pools Only(Enclosure 3). k signifyii kg evaluation to ASME/ANSI Standard A.112.19-17.2002 Ma 120 140 160 ME'indicates that pump bears a specific mar 41AS confirm status with U.S.Gallons per minute Vacuum Relief System(SVRS).ated to other state and lo(al regulatory standards, Listing status may change.Always F I F 5 Product may have been evaiu W� 7 appropriate agency if in doubt. 5 10 Is 20 25 30 35 installed on spas or hot tubs in Canada. ers per hour ust be used with current collectors wher Cubic Met- NOTE: Pump m or dirnensi ons,see IntelliFlo VF _e 457 for replacement parts -_ _ I - . . .� -�il�A[,ftjl'� 11; . � .1 I . 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