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71 19TH ST - POOL DRAWINGS _=SHAPE CAPACITY STEPS (7�) E ENCH(ES) 2- SWIMOUT SUNSHELF HANDRAILS) 9 GRABRAIL(S) _LO LIGHTIS) _11_ TILE pooc 'Dee 1. 2% eVa 0 -T A _12 CONCRETE DECKING SO FT _13 PAVER DECKING T-6 0 SO Fr. _14 P 9r-Wrf-4- Sf&e�P H.P. Dee-): Alte-4 15 FILTER ?'-- jc.A_n�,Oe.�: _.L5_ CHLORINATOR 114r"—"' _17 SKIMMER (Z) ;Frw��fpj Lev' APPROVED to MAIN DRAINS r 4_4 A�4 X- 19 _gj FLOOR SYSTEM 44 _�l A ICCLEANER qoo x r- _R RAISED 0 V 23 WATER FEATURE(S)(A) UNBRELLA SLEEVE(S) ?-I f. 114" _L5 HEATER 0 GAS HOOK-UP 1 1 - 4/6 27 DECO-DRAIN CfPCO CLEAN NG EQUIPMENT 1,J--PSP 29 LEAF SKIMMER WALL BRUSH TEST KIT HOSE Op POLE STAR--UP CHEMICALS 4Q\,o VACU 31)1 SPA IN RMATION(CONCRETE) I WE DEPT I JETS BOO, I HEATER COVE 4 LIGHT SPILL)VER OTHER� 31 ADDITIONAL SPECIFICATIONS: T??. ACCESS LE TTER OF PERMISSION ELEVATIONS T-#?o TREEREMOVAL gye ,;j.4rz_r DIRT REMOVAL -F&p CEMENTREMOVAL WIA, Scale 408- V IVI*S ELECTRICAL HOOK-UP gz--r7 THE BATTS COMPANY A SWIMMING POOL F07i General&Swimming Pool Contractors C POOL SPECIFICATIONS t_"k 5 1-1 1602 N.3rd Street-Jacksonville Beach,FL 32250 the (904)246-2455 DESIGNED BY DATE HOME OFFICE &pony CGCO55163 FAX(904)249-0457 CPC 037D46 K 2 /WC ?,%p 3 OFFICE COPY BENCHIES) 7 ----------- 11 TlLE 80 FT. '12 MAR,0§0KIMS SO FT. 14 PUMP t?Cr&rpL_%4- V A-sa seze'p PI.P. VS 34�5ra t5 F)LE CAC zoo 16 17 SO Q i4_*,.444. pp�&,,A 32 VC-yj3 2CO7 I A"N"ORNM q CK V ------V fit- 24 E-EVES) IL C.Me,_, HEAWR 0 - too G4S HQM-up 40 OV7 27 DECO-D IN A-3 oc-c—C ING EQUIPMENT l'-4 951p 29 LEAF SKIMMER WALL BRUSH TEST KIT HOSE I -0 —1 _y I I I- START-UP CHEMICALS \40 66 POLE V U pA IN ORmATION lCONCR TEI SIZE DEPTH -4Z Rtump JETS 800—sw "HEATER 201A &Jjos-A LIGHT Salwo—S-1 p HER, c rE f- 31 ADDITIONAL SPECIFICATIONS*. "No ArfC Sa- FeArcejD See,P.-(f40,y1-,7 S,4ett", /_44-IcHf A,7, ACCESS LETTER OF PERMISSION Re-4 C. /, . Dor.,e> e..J10 00-5 ELEVATIONS 7-' ?.c-/ X &r TREEREMOVAL onjr*�t DIRT REMOVAL rg p p Scale 1/8' CEMENTREMOVAL WIA, ELECTRICAL HOOK-UP gf�vI7 C�0, THE BATTS COMPANY A SWIMMING POOL FOR General&Swimming Pool Contractors 0 C- 1602 N.3rd Street-Jacksonville Beach,FL 3225 POOL SPECIFICATIONS the (904)246-2455 IR T"A FAX(904)249-M7 CPC 037046 DESIGNEDBY �FCWA, PN CGCO55163 t (a ( 1-7 OFFICE DATE [HOME FANSIJASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THEI TDH CALCULATION OPTIONS: TOTAL HEAD IN FEET CONVERSION CHART FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. INCHES MERCURY (VACUUM G UGE) FOR EACH PUMP 0 2 1 4 6 1 8 110 1 12 1 14 116 18 0 0.0 2.314.5 6,819.01113 13.6115.8118.1 120.3 1 2.3 1 4.616.8 9.1111.4113.6 15.9118.1120.4 22.7 SIMPLIFIED MAXIMUM SYSTEM FLOW IRATE: CHECK ONE 2 4.6 6.919.1 11.4113.7115.9 18.2 20.422.7 25.0 MINIMUM FLOW RATE REQUIRED:35 GPM PER SKIMMER -.L 6.9 9.2 11.5 13.7116.0118.2120.5 22.8 25.0 27.3 1. CALCULATE POOL VOLUME: 2 f?F X q' X 7.48(GAL./CUBIC FOOT)=. 26,12 SIMPLIFIED TOTAL DYNAMIC HEAD(STDH) 4 9.2 11-.5 13.8 16.0118.3120.5 22.8 25.1 7.3 29.6 (SURF.AREA) (AVG.DEPTH) (VOL.IN GAL.) COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS 11. T3.8 i6.1' 18.3 20.6122.8 25.127.4 29.8 31.9 2, DETERMINE PREFERRED TURNOVER TIME IN HOURS: X60(MIN./HR.)= 6 13.9116.1 18.4 20.6 22.9 25.2 27.4 29.7 31. 34.2 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 3631 (HOG'RS) (TURNOVER IN MIN.) TOTAL DYNAMIC HEAD(TDift 8 18.5 20.723.0 25.3 27.5 29.8 32.0 34.3 36.6138.8 E: 'o + 37 F-1 COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 3. DETERMINE MAX FLOW RAT 9 20.8 23.125.3 27i6 29.8 32.134.3 36.6 9 41 (\iOL.IN GAL.) (TURNOVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) BLANKS ON VVORKSHEET&ATTACH CALCULATIONS M99 32.134.4 36.7 38.9 NiB,5-4 10 71 T5.4 4. SPA JETS: 6 X GPM PER JET FLOW RATE 11 25.4 27.7 29.9 32.2 34.5 36.7139.0 41.2 43.5145.8 MAXIMUM FLOW CAPACITY 2 127.7 30.0 32.2 34.5 35.8139.0�41.3 43.5 45.8 48.1 (NO.OF JETS) (JET FLOW) (TOTAL JET FLOW RATE) OL&SPA), F OF THE NEW OR REPLACEMENT PUMP 13130.0 32.3134.6 36.8 39.1141.3 43.6 45.9 48 150.4 (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF 0. 3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE PO 1 14 32.3 3M4.61 6.9 39.141.4143.6 45.9 48.2150.4 52.7 15 34.6 36.9139.2 41.4 43.7R5.9 48.2 50.5152.7 55.0 16 37.0 39.2141.5 43.7 46.0148.3 50.5 52.8 55.0 57.3, DETERMINE PIPE SIZES:. 17 39.3 41.5143.8 46.148.3 .6 52.8 55.157.4 59.6 3 3 3 4 4 4 6 9 1 3 r 4 7 46-1 BRANCH PIPING TO BE INCH TO KEEP VELOCITY Cg)6 FPS MAX.AT /-39- GPM MAXIMUM SYSTEM FLOW RATE. 18 41.6 43.8146.148.4 50.6 62.9 55.157.4 59.7 61.9 NOTES: 19 43.9 46.2148.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5150.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 TRUNK PIPING TO BE INCH TO KEEP VELOCITY a FPS. MAX.AT g4 GPM MAXIMUM SYSTEM FLOW RATE 5 1. IF A VARIABLE SPEED PUMP IS USED, 21 48.5 50.8153.0 55.3 57.6 59.8 62.164.3 66.6 68.9 USE THE MAX.PUMP FLOW IN 22 50.8 53.1155.3 57.6 59.9 62.164.4 66.6168.9 71.2 9 RETURN PIPING TO BE INCH TO KEEP VELOCITY Cc 10 FPS MAX.AT 103 GPM MAXIMUM SYSTEM FLOW RATE 23 53. 55.4157.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 CALCULATIONS. - 2. FOR SIDE WALL DRAINS,USE 24 55.4 57.7160.0 62.2 64.5 66.7 69.0 71.3 73.5175.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8178.1 APPROPRIATE SIDE WALL DRAIN 26 60.1 2.3 64.6 66.8 69.171.4 73.6 75.9 78.180.4 DETERMINE SIMPLIFIED TDH: FLOW AS PUBLISHED BY 27 62.4 .6 6.9 69.2171.4 73.7 75.9 78.2 80.5 82.7 1. DISTANCE FROM POOL TO PUMP IN FEET: 60 MANUFACTURER. 28 64.7 66. 69.2 71.5173.7176.0,Z§.2 80.9 92-.8 85.0 3. IN-FLOOR SUCTION OUTLET 29 67.0 9.3 71.5 73.8176.0 78.3 80.5 T2_8-657-187. *0 2 3 r q66 19.3 78'3 2. FRICTION LOSS(IN SUCTION PIPE) IN 3 INCH PIPE PER I FT.@ 13,P GPM O'f (FROM PIPE FLOW/FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO 30 69.3171.6 73.8 76.1.78.3 80.6 82.9 85.1187.4,89.6 9 9 MOST RECENT EDITION OF 31 71.6173.9 76.178.4 80.7 82.9 85.2 87.4 89.7 92.0 327 -9 W76.2781.4 80.7 83.0 85.2 87.5 89.7 92.0 94 3 (FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE Q 8 .5 '" 'o INCH PIPE PER I FT. @ I 01J GPM 76!2' 80 7 - 7 -_§__ 4 3�6 Z9 - 3. FRICTION LOSS (IN RETURN PIPE) IN 33,7 2 78.5 8 U0 85.3 87.5'89.8 2.0 .r EMBOSSED WITH THAT EDITION 7 , " 1 F5_3 T7_89 8 94.4 78.5 80.8 83.1 .6 _§2_1 E96.6 98.E9 __ _ q 0.9 1 a nj 5, oq APPROVAL. 5A -_ 4. X TD�SUCT.PIPE) TD 4. PUMP&FILTER MAKE,MODEL AND 1 35 �80.9 83. 8 .4 W7 A Aci 9 92 2 R (LENGTH OF SUFT.PIPE) (FT OF HEAD 11 FT OF PIPE) H IN PIPING: NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER 5. 60-X- '16, ____ --_-- 9,& LOCATION CAN NOT CHANGE THAN THE CALCULATED TDH (LENGTH OF RETURN PIPE) (FT OF HEAD 11 FT OF PIPE) (TDI RETURN PIPE) WITHOUT SUBMITTING REVISED FILTER LOSS IN TDH (FROM FILTER DATA SHEET): PLANS AND TDH WORKSHEET. CHART2 HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOTAL ALL OTHER LOSS: /*Ili OFFICE COPY SELECTED PUMP AND MAIN DRAIN COVER: TOTAL SIMPLIFIED TDH: 3Z PUMP SELECTION ?451VY41 11 bod v 14 Lt-19 2 0 X'o USING PUMP CURVE THE FOLLOWING CUT (PUMP MODEL&SIZE IN HP) FOR SIMPLIFIED TDH& SYSTEM FLOW RATE SHEETS ARE INCLUDED MAINDRAINCOVER 6asron ^IbeD 7�08W c I C-1-1P 2r-- og JZX(SYSTEM FLOW RATE < FLOW AND FRICTION LOSS PER FOOT (MAKE&MODEL) MUST NOT EXCEE15APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE [:ET PUMP F7 HEATER VEL Cl -FEET P R SEC OND [�!] FILTER 0 THERAPY JETS NOTES:MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. PIPE SIZE 6FPS 8 FPS 10 FPS DA E?!rMAIN DRAIN [:j WATER FALLS ill 16GPM 10.14' 21GPM 101.23! 26 GPM _0.35' Y2- DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 1.5" 37 GPM 10.08' 50 GPM 0.14' 62 GPM 0.21' ACTOR SIGNATURE OTHER 2" 62 GPM 0.06' 82 GPM 0.10' 103 GPM 0.16' TYPE OF COVER 2.5" 88 GPM 0.06 117 GPM 0.09' 146 GPM 0.13' 4 .7r.) = SWIMMING POOL SPECIFICATION FOR 0 0 DUAL MAIN DRAIN SUCTION OUTLETS @ GPM MAX. FLOW 3" 1138GPM 0.04' 181 GPM 0.0f 227 M CONTRACTORS PRINTED NAME .4 3' 0 4" 1234 GPM 0.03' 313 GPM 0.05' 392 GPM 10.07' 0 0 0 MULTI DRAINS SUCTION OUTLETS @ GPM MAX. FLOW I R" I 1;_u rlpm 0.02' 1712 GPM 10.03- 1 1 1 oc 71co.3 2 o-vc CHART1 CONTRACTORS CERT,NO. CHANNEL DRAIN CHANNEL DR'UN @ _*60 GPM W1 PORTS ,-V4 ?'y rr CONTRACTORS TEL. NO ERAL NOTES FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS.SEE CONTRACTOWS Po DL PLAN ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2014 4D FLORIDA BUILDING CODE LADDER RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSVNSPI NATIONAL 3TANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD-I FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTH z-RWISE NOTED. MINIMUM REINFORCEMENT#3 SEE STRUCTURAL NOTE 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTIOIN IN EASEMENTS OR TYPICAL POOL TTO DEEP CROSS BARS SPACED 12"O.C.E.W. BRACE REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL TYPICAL sz RECOMMENDED DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. cm -5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELA11ON TO PC 31-AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. SHOTCRETE STEPS OR 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENC114G AROUND CONSI RUCTION AREA TO BENCHES AS NEEDED----___________, PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BRE 6K WILL BE PROVIDED. IF ESCUTCHEON PLATE 3"-W \-WATER AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQUIF ED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. LEVEL 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DR kWINGS ALSO RELATE TO RADIUS ANCHOR SOCKET 5-10- SPA CONSTRUCTION. EXTRA TRANSVERSE UNDISTURBED CR B A p RE0 CC 0 SS F MMENDED TE 3._W WAT M ET LEW 4CK U' S' LADDER TRU I S LL a lr 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE C N-OFF SWITCH MOUNTED REINFORCEMENT43 IV LENGTH OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUST ING THE THERMOSTAT SPACED ON 12"CENTERS SOIL(NO VOIDS) LADDER TREADS SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. E PFICIENCY RATINGS MUST BETWEEN MAIN BARS. 14*-Ilr SHALL BE COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. CENTERED ON TRANSITION(MAY RUBBER BUMPER SLIP-RESISTANT 10. TO EMPTY THE POOL FOR ANY REASON.THE HYDROSTATIC UPLIFT PRESSURE MIL ST BE ELIMINATED. THE BE ELIMINATED IF NO 143 DIAGONAL,E.W.AT DRAIN r POOL WALL OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PF ESSURE. CONTRACTOR TRANSITION EXISTS) SIMILAR TO LIGHT NICHE DETAIL SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING!YSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. 5-10 11. THE RESIDENTIAL SWIMMING POOL BARRIER ANDIOR ITS COMPLIANT SAFETY COA PONENTS SHALL BE IN LONGITUDINAL POOL SECTION PLACE PRIOR TO FILLING OF THE POOL. TYPICAL SWIMOUT DETAIL LADDER DETAIL NTS 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTE). PLAWERMIT ISSUANCE N.T.S. N.T.S. CIFFICE C"PY DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREN 1 WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL 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 03 BARS AT 12"ON ADJUSTABLE FLOOR INLET. STANDARD PLAN AFTER FULL CLOSE,BACK OPEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW CENTER EACH WAY WITH I 5"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DW�H. BETWEEN 9 AND l(r. FINISHEDPOOL� 1/2 TURN.(FLOOR INLETS SHALL THROUGH SCH40 PVC PIPE WITHOUT EXCEEDING THE USE#3 BARS AT Ir ON CENTER VERTICALLY IN THE AREA OVER V IN DEPTH. (ALTERNATE: #4 BARS AT 16- FLOOR BE FLUSH WITH POOL FLOOR.) MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) ON CENTER EACH WAY WITH 2Cr LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET'41 DEPTH;BETWEEN 6 AND I(r.USE#4 BARS AT 8"ON CENTER VERTICALLY IN THE AREA OVER 6 IN NOTE APPLIES TO PIPE SIZE 6 FT/S 8 FT/S 10 FTIS TO PUMP NORMAL-NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSE EQUIVALENT FLUID 7 PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST T BARE EARTH 1. 16 GPM 21GPM 26GPM WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3";WITH A BARRIER(I PTEELTEX)BETWEEN IV 37 GPM 50 GPM 62 GPM CONCRETE AND EARTH.MINIMUM COVER SHALL BE 2'. 2-03 BARS SENT 2. REINFORCING STEEL SCHEDULE IN NOTE 01 ABOVE APPLIES TO POOL WALLS W/5 ltr THICKNESS AND SUPPLY HEADER 2" 62 GPM 82 GPM 103 GPM AS SHOWN EACH FLOORS WITH SAW THICKNESS. STEEL SCHEDULE MUST BE REVISED FOR WALLS OR FLOORS THICKER 2y2* 88 GPM 117 GPM 14a GPM 1 1M DLk WAY AND LAPPED THAN 5-1/2*. FLOORS AND WALLS SHALL BE CONSTRUCTED OF PNEUMATICALLY A:'PLIEO CONCRETE WITH HYDROSTATIC RELIEF 18'WITH FLOOR A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 500 PSI. CONCRETE NOTE: 3" 138GPM 181 GPM 227 GPM PIPE BOTTOM 12" REINFORCEMENT. MIN.r CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNFE-1 MUST BE INCREASED CONCRETE ENCASEMENT OCCURS PERFORATED.(SEE CLEARANCE D T FOR DEPTHS GREATER THAN 87. NOTE APPLIES TO"NORMAL'SOILS ONLY. ONLY AT THE RETI IRN FITTING 4- 234 GPM 313 GPM 392 GPM GENERAL NOTE 13) FROM EARTH 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND.WHICH SHALL BE 0 PACTED,TO PROVIDE A 6" 534 GPM 712 GPM 900 GPM STRUCTURALLY SAFE BEAR114G CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNT IN AVATIONI 3/4"-1-I/r EXC POOL FLOOR INLET DETAIL SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH A MATERIAL PUMP SIZE WILL VARY DEPENDING ON THE PUMP DRAJN ROCK AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMICA D.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,ISW PSF FOR FREESTA YUNG WALL 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACC EPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 24'SQ CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISrrNG STF UCTURES HAVE THE ORO POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. MAIN D 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING T 3 UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,OWL NOT BE LESS THAN FIVE TO ONE. N.T.S. 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 4OF AND FALLING,OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY RAJN. 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW WATER LEVEL(CENTER HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL LINE OF SKIMMER) 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE.THE FLOM SHALL BE POURED PLUGGED rLim Upma on YUR Mm TIM PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATI SHOULD COMMENCE IN 31cm0un 9m on=mwm 00 EQUALIZER PORT 110111 OF A MUM ROMA MWN RESIDENTIAL SWIMMING POOL CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. cm cmim womosm a soomn 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIORTO PLACEMENT OF SHOTCRE#. TO PUMP SUCTIOMN GENERAL NOTES AND 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LE�ST 40 BAR DIAMETERS. VACUUM FITTING-SEE UBC SECTIONS 1907.1912.AND 1924 SHALL BE USED AS A GUIDELINE. NOTE 3 BELOW DETAILS 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,NOT SIDE-BYaDE PERPENDICULAR TO SPRAY. NOTES: Certff- 1 77 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR 1- SKIMMEKSHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN -A 3 E 101 S�T SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". 2. ENGINEERED VENT PIPE.OR INCORPORATE AN EQUALIZER LINE. THE BATTS COMPANY EQUALIZER PORT SHALL BE PLUGGED. 2 -9236 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CUF VATURE OF THE WALL,1 3. WHEN USED.VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6- CPC037046 - CGC055163 -#4 BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MINIMUIM Z5 INCH SPACING AND NO GREATER THAN 17 BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FnnD W17H A 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF-n IE BOND BEAM SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. 1602 NORTH 3rd STREET PROVIDED A MINIMUM OF 1.5*CLEARANCE IS MAJNTAJNED BETWEEN THE PIPES AM)ANY PARALLEL JACKSONVILLE BEACH, FL 32250 REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. (904) 246-2455 (904) 249-0457 17. IF A RAISED BOND BEAM EXCEEDS 27 AND SERVES AS A RETAINING WALL FOR SO L THE RAISED PORTION SKIMMER AND VACUUM FITTING DETAIL SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUfLD-UP OF HYDROSTA'n',PRESSURES. OWG.BY: Pl4fU-jFESS E Oil NOT TO SCALE SHEET 1 OF 5 APPROVED BY: td/2 i4ll- r 3-MIN.(TYP.) EXPANSION JOINT 8"-lll DECK SLAB — VINYL� DECK SLAB 6" 112"WHITE VINYL JOINT WATER LINE TILE, STRIP(N/A FOR PAVER It.4" DECKS) GLAZED,M --*—TILE to ;o CONCRETE DECK(OPTIONAL) SEE STRUCTURAL NOTE 15 WITH SLIP RESISTANT TOPPING !? ALTERNATE LOCATION OF ON COMPACTED GROUND WITH BOND BEAM REIN.343 BOND BEAM BAR(TYP) ALL ORGANIC MATERIAL BARS(TYP.FOR ALL VINYL -4 L NOTE 15 BEA IRE S(T M P 6 :R Y Fo 80 8 0� S) REMOVED.4 THK WITH FIBER BOND BEAMS) MESH.6*WITH R TYPICAL WALL RE TURN,OR ci VACUUM FITTING,WITH z Z S7 S lir S7 3 EA#3 REBAR CONTIN Ir WATER STOP NGE 0 1 3- 1 LAP SPLICES AS NECESSARY i— 00 ly CANTILEVER DECK DETAIL COPING DETAIL LIGHT FIXTURE& MIN. I N.T.& N.T.S. 3r" NICHE -A MIN. R=6"WHEN H=�'-Cr RADIUS IN&�ES 6-FOR EACH l'OF DEPTH<6-(r 2-#3 EACH WAY R=2-W WHEN H -5-(r RADIUS INCREAS Es VFOR EACH VOF DEPTH>6-0" SM.REINF,:: QUARTZ Al PGREGATE PLASTER FINISH #3 REBAR @ 12-D.C.S.W.MIN. SHO'CRETE WALL EXPANSION JOINT DECK SLAB COVER 3-(EARTH SIDE),7 5-1/2 SHELL (POOL SIDE). REFER TO STRUCTURAL NOTE#1 FOR LIGHT NICHE DETAIL ALTERNATE SCHEDULE. N.T.S. 2-#3 SEND DOWN t BOND BEAM BARS M I �L &D TYPICAL POOL WALL SECTION #3 BAR SEND )W SCALE:N.T.S. ASSHOWN 343 MINIMAL BOND BEAM SPA WALL SKIMMER DETAIL N.T.S. SCHEDULE N.T.S. NOTE: MAY BE USED WITH DEPTH OF CONCRETE SAND,GRAVEL OR ROCK THICKNESS SOIL CONDITIONS ONLY. WATER FT INCHES 10'MIN. 3.0 5-10 6"MAX WATER 12" ALTERNATE 3.5 5-lz TROUGH PLUMBING SEE SPA WALL SCH. LOCATION rr—AT GRADE 4.0 8 SEE STRUCTURAL AT GRADE '"IFFICE COPY 4.5 10 2-#3 BARS NOTE15 (OR 1-#4 BAR) 5.0 10 -F- "IT \—WATER T�OR ELEVATED TROUGH uj:r Lo V& TR4 HORIZ.REIN.#3 BARS 0' VERTICAL REINFORCEMENT#3-12 D.C.FOR FREE STANDING WALLS INCH CENTERS AT 5.irr WALL THK TYPICAL REINF. OR CONSULT ENGINEER FOR VERT.REINF.SEE SPA 172*O.C.E.W. REINFORCEMENT AT GREATER THK WALL SCH. NOTE:GREATER WALL THICKNESS no Comm,an ym mm SUNAIM 9=09 211111 Ill"BITIM11 (T)OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF D=OW A MAIM ruwm Bunam REQUIRED FOR AESTHETICS OR / SHEER DESCENT DETAIL CON CaLma VnK=IIIII a Soo= RESEDENTIAL SWDDMG POOL PLUMBING REINF.CONT N.T.S. FROM SPA TO POOL STRUCTURAL DETAILS MIN.15'LAP EITHER Iwo d" SPA DETAIL DIRECTION Cert&ati of Authority No.28177 4337 PABLO OA15 COUff,SUITE 101 N.T.S. JACKSONifILLE,R.32224 THE BATTS COMPANY 904-123-9773 FAX:866-832-9236 CPC037046 — CGCO55163 1602 NORTH 3rd STREET JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 16 DWG.BY: RM PROFE NAL I A NO`r TO SCALE SHEET 2 OF 5 APPROVED BY: JEL VO"MIN.(EDGE OF OUTLET-) 3*-MIN.(EDGE OF OUTL T) .... ..... .... To-MIN.(EDGE OF OUTLET) SING-E LIN iLOC ABLE ;HAN JEL OUTLET TO SINGLE PUMP ftop)F OFFICE C C[= OUTLETS IN PARALLEL.LO-DUAL PA kLLEL OUTLETS TO TWO PUMPS ^I rri prc IM PARALLEL TO ONE PUMP 77 PUMPS IN PARALLEL ot c rLJAMMI=l OUTLET TO PUMPS. SINGLE UNBLOCKA NOTES: EDGE To OUTSIDE EDGE OF OUTUET� 1. DUAL OUTLETS SHALL 13E SEPARATED By MINIMUM 3 FEET FROM OUTSIDE BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. ANYSHAPE TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY S MAXIMUM FLOW RATE. 2. EACH COVERIGRATE SHALL BE AT LEAST EQUAL To THE S YSTEW so -TOM AND ONE(1)ON THE 3. THE FLOW RATING OF IN LIEU OF THE T(r SEpARAT ION REQUIREMENT,I.E.ONE(1)ON THE T 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES AL VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL W LS' DUAL SUCTION OUTLET ARRANGEMENTS LARGE I'Kim'nt-k-ARI F OLITLET OF ANY SHAPE.TO SINGLE_PUMP 3!or MIN.(EDGE OF OUTLET) Y(r MIN.(EDGE OF OUTLET) TO"MIN.(EDGE OF OUTLET) NOTES: 1. SINGLE CHANNEL OUTLET: 3-OR GREATER IN WIDTH AND 31-OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA), 2. SINGLE UNIBLOCKABLE 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 lir X 2r WITH CORNERS OF RADIUS 4' SINGLE UNBL )CKABLE SUCTION OUTLET ARRANGEMENTS VELOCITY 6 FT 5 z-go-SEND(TYP 2*TEE OF 2) SCH 40 ZSCH au SUCTION PIPE MAX FLOW MAX FLOW 12-AIR GAP(MiN.)SEE DIAMETER (GPM) (GPM) OUTLETS IN PARALLEL NOTE 8 63 55 OUTLE 2 llr 90 79 =TQ it-i PARALLEL TS IN PARALLEL 138 124 OUTL ECCE14TRICALLY IA_PPED PIPING SYMMETRIC PIPING 4" 2 215 MAXIMUM UNDERWATER (r LENGTH OF VENT PIPING:30 NOTES: OUTLET OF THE BRANCH OF THE TEE. FEET FROM TEE ON 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET F1 toM OUTSIDE EDGE TO OUTSIDE EDGE OF - 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN Two OF THE OUTLETS WITH FLOW OUT SUCTION PIPING TO AJR GAP SCREEN VENT TO PROHIBIT 3. THE SUM OF THE FLOW RATINGS OF THE COVERSfGRATES SHALL BE AT-EAST TWICE THE SYSTEWS MAXIMUM FLOW RATE. INSECT ENTRY OR CLOGGING� LABEL VENT AS FOLLOWS:"POOL SAFETY DEVICE-DO NOT HANDLIE' THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET TO SUCTION PIPI 2-VENT PIPING DEBRIS OUTLET MOUNTED I TLET MOUNTED S OU 00 IN po:oLFLOOR VENT LINE DETAIL FITTIt GS FOR USE IN ll�j ALL COVERSIGRATES SHALL COMPLY WITH ANSWASME AT 12.19.84ATEST.*SUCTION S.SPAS AND HOT TUBS.' RECOMMENDED: GRATES SHOULD BE INSTALLED SWMMING POOLS.WADING POOL 1.5 FTIS THROUGH n E GRATE(S). ENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF :FOLLOWING WITH SUFFICI CE WITH ANSUAPSP-7,LATEST. TH- PUP lug=,ONE Tw nou in RESEDENTL4,L SWEM)MG POOL Z,SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDAN TRAPMENT ARE IN ACCORDANCE WITH ANSUAPSP-7: A)SURFACE MMING OR KGN&Tun MR OIL�=WTBCTVB METHODS TO AVOID EN SYSTEM FLOW;8)DDUAL SU oun-ET U=Ott A MUM 1114=k OMMM OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SU( OUTLET SEE NOTE I BELOW cog dw=wuaxm w 30000 SYSTEMS:C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)S94GLE UNBLOCKABLE TION -VT NOTES (TESTED AND LISTED AS CONFORMING ASME'ANSI LWA SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS WITH ANWASM A112.19.8-LATFST SUCTION OUT'r AT 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE A VENTED COLLECTOR TANK;H)ounEr SL*"A IN SERIES;1)OR D ASTM F2387-04);G)GRAVITY FLOW TO BY THE AND DETAILS AN OF ANSVAPSP-7 AND IS AP iIIIIIIIIIIwo OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS CIRCULATION LINE TO LEAF AUTHORITY HAVING JURISDICTION. TS)SK CANISTER/RECIRCULATION Ca"Of"hoft No.28in 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLE 1 BE SIZED To PUMP MINIMUM PIPE LENGTH 18' 4337 pABLO OAKS qL-jKr.SUITE 101 SECOND WHEN ONE OF A PAIR IS BLOCI 0-ALL OTHER THE BATTS COMPANY ALLOW MAXIMUM VELOCITy OF SIX(6)FEET PER OF EIGHT(8)FEET PER -COND. NOTE IACKSONVILLJE�FL 3i224 SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY LICTION OUTLET AND THE PUMP:A) 904-223-9713 FAX:866-832-9236 .OR LOOSE� D IF SUCTION OUTLET GRATE IS M'SS'NG'BRo# ILTANEOUSLY 1. ONE OF THE FOLLOWING RATE LOCATED A MIN 4. POOLS OR SPAS SHALL NOT BE OPERATE OPTIONS IS REQUIRED BETWEEN THE DEBRIS S MUM OF Ir FROM THE CPC037046 - CGCO55163 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIM ONE(1)ADDITIONAL SUCTION OUTLET WITH A LI-TED COVERIG MANUFACTURED 3rd STREET 'OM G 1 63 T M 140 :0 -LO F M) P 5 0 PE: a 12!� 3 38 15 run 488 NG S. MMNG F FF C07 I( H S 2,'SUCTION OL M ST, "��401) "w P REE MP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED 1602 NORTH d Co� S THROUGH A COMMON LINE To THE PUMP.IAMETER OR LARGER THAN SUCTION PIPE EXIT JG OUTLET. TEE IN THE SUCTION LINE To THE PU JACKSONVILLE BEACH, FL 32250 6- SUCTION OUTLET PORT MUST BE SAME D PIPE WILL BE NO SAFETY VACUUM RELEASE SYSTEM, 'C j 9 CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTIO 0 7- FIELD BUILT SUMPS SHALL BE ETTER FROM THE BOTTOM OF THE COVERIGRAT OR SUCH THAT THE (904) 246-2455 (904) 249-0457 CLOSER THAN 1.5 TIMES ITS INSIDE DIAM CONTRO FLOW THROUGH SPECIFIED BY THE COVEPJGRATE MANUFACTURER TO .y SUMP IS OF THE DESIGN OUTLET SUMPS IN SERIES DWG.By: RR* THE OPEN AREA OF THE COVER/GRATE NOT TO SCALE SHEET 3 OF P..y=71E. APPRDVED BY: PROFE ONAL F.W"FER ;�aj�jo-,ONTINUOUS #3 BAR CONTINUOUS 1#3 BAR 4"CONCRETE DECK BAR @ RIB R I C:K 84 VERTICALLY @ PAVER BRICK SWALE FOR 1#3 BAR *611 CENTER 36'ON CENTER PAVER BRICK 36"ON CENTER DRAINAGE VERTICALLY @ z C 4'.R COMPACTED OMPACTED .: - - RAWER -w MATERIAL MATERIAL 4-w Z MATERIAL FLArTER COMPACTED B=9'-18' 1#5 REBAR 1#5 REBAR FINISHED j FIN ONTINUOU V' CONTINUOUS vc 0�'� COMPAC�ED MATERIAL 1#5 REBAR FNO CONTINUOUS ISHED C a GRADE FNOTE----1 GRADE Y7.A A 2 ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION ,77gT*R NO gorl- 4'0 PILASTER EVERY OLD GROU 0 4'01 TPILASTER 7EVER"Y OLD GROUND 6 WITH 1#3 REBAR 6 WITH 1#3 PEW CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN GENERALNOTES I DETAIL IS BASED ON NO SUR �HARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL(>4 10 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL DOMENSION 1). TURNDOWN MAY ABUT RI BON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE,WITH#3 REBAR. FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5-(FOR A 12-TURNDOWN)OR 33-(FOR AN 2. TURNDOWN SHALL BEAR ON tOCK CLEAN SAND OR STRUCTURALLY SOUND SOIL(>1,500 PSF)THAT SHALL BE 19-TURNDOWN)OR 43.S'(FOR A 24-TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN LENGTH OR THE FINISHED COMPACTED TO PROVIDE OF IMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY,A TURNDOWN SHOULD NOT BE USED. 3. ALL REINFORCING STEEL IS I )CONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 3(r(FOR 4. CONCRETE SHALL CONTAIN I BER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. A 12-TURNDOWN)36-(FOR AN 16-TURNDOWN)OR 42-(FOR A 24-TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN 5. ALL CONSTRUCTION TO CON ORM TO FLORIDA BUILDING CODE.BUILDING 2007,FLORIDA BUILDING CODE.RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO I FOOT VERTICALLY.A TURNDOWN 2007 TOGETHER WITH LATES I REVISIONS. SHOULD NOT BE USED. 6. REFER TO CONTRACTOWS PI AN 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 NCY'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 RE 3AR TIED INTO THE#5 REBAR IN THE RAW OF THE VERTICAL POUR DECK TURNDOWNS (NOW 4-) TYP. GRADE GFU DE ir GRADEA 12' 11110/ 1110ML lip r ffwAlllmlllr//, 0 co 1#5 BAR 2#58AR OFFICE COPY US CONTI 4UOUS CONTINUO S NO FOOTER 8"x 8"FOOTER 8"x 12"FOOTER mm galiIIIIII on Tm mm mm mmulm am on 70 Ill"scrm GRADEA NU OF A NAM nfi=A BOND= RESEDENTIAI, SWULMG POOL FOOTER NOTES: can c Ron vocum 0 gummit 1. FOOTER SHALL BEAR ON ROCK,CLEAN SAND OR STRUICTURA.LY SOUND SOIL DECK AND FOOTER (>1.500 PSI)THAT SHALL BE COMPACTED TO PROVIDE OPTIMU W BEAFUNG gwolk CAPACITY TO PREVENT SETTLING. %w—1— -wo DETAILS 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI Will H FIBER MESH OR 6x6-10xlUWW MESH. 0 2#5 BAR Certftate of Audworky No..28177 4337 PABLO OAKS COURT,SUITE 101 1 3#3 BARS IS EQUIVALENT To 1#5 BAR. CONTINUOUS JACKSONVILLE,FL 32224 .4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PL kCED EITHER 904-223-9773 FAX:%6-832-9236 THE BATTS COMPANY OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. CPC037046 — CGCO55163 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED,THE SWIMMINC POOL 12"x 12"FOOTER 1602 NORTH 3rd STREET CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY RE QUIRED FOCITER WITH THE SCREEN CONTRACTOR. JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 TYPICAL FOOTER DETAILS WD By.. RRW NOT TO SCALE PROFESS- INEER SHEET 4 OF 5 APPROVED 13Y: JEL At�A FOI REQUIREDFOR ENERGY EFFICIENCY NOTES: NOTES ALLATIONS ONLY 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SM I. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN %=HFA=8 ND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS S OFF �N ACCORDACE WFTH NEC ARTICLES 250 AND 66(l. ELECTRICAL -------- ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: C9NTkACTOR.SHALL COORDINATE WITH GENERAL CONTRACTOR To -- -------- N l.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 WAS*44&�T ktCOV1�11Y TI-It'00OL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL /'-'/'/Z/47777774'-' POOL SYSTEMS PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER l.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM oN_sITE RENEWABLE EIN RCING OMS USING iTEEL TIE WIRES.BOND ALL METAL PARTS TO z/z/ 4 4 4 4 4 4 4 4 i:��4 4 4 GENERATION z/z/ POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THEstmErA.L zz/ 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY WSTALLIED-SOAS-8HALL BE PARTS INCLUDE.BUT ARE NOT LIMITED TO LADDERS.RAILINGS.PIPING, EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE OR A CONDUIT.METAL DOOR FRAMES AND M ETAL PARTS WITHIN 6 OF INSIDE 300 WATT REFER TO LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS.,EXCEPTION. WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED T MIN.FROM INSIDE WALL VUNDERWATER NOTE 4 OUTDOOR POOLS DERIVING OVER 70%OF THE ENER'G'Y PRESSURE CONNE&ORS OR S APPLICABLE. GRO UND STEEL I , §A LIGHT SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COLUMNS(I.E.FOR TPW�OR SLIDES)PER NEC ARTICLE 25o AND 6w OPERATING SEASON. AN FPA 760. IF REINiFO_ ARE ENCAP 0 k . SULATIED WITH A NON RCING BARS 3. POOL FILTRA71ON PUMP MOTORS SHALL MEET THE FOLLOY REWI!�MM 'DVCfIVE COMPOUND,CONTACT ENGINEER BEFORE PROCE ING. R CON ED 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PkASIE�Sp�'o!c_wORW, 7 START INDUCTION RUN TYPES Z ;e;e;., 2- THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC T T 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL kOA966WER_(W"' ARTICLES 256 AND 681b. IN ACCORDANCE WITH THIS UNDERGROUND 1111-1-111-1 -_ PI)OF SHALL HAVE Tkii CAfAWUt*bFb00iAhNdAT tjk PERMITTED UNDER THE POOL OR WITHIN 6 TWO OR MORE SPEEDS. THE LOW SPEEDSHALkHAV.,E A,R I- 1-1, GREATER THAN OR EOLIAL TO I HP WlIkiAG§kALL,kO -z, OTATION ROV QF-NO POOL UNLESS THIS WIRING MORE THAN I OF THE MOTORS MAXJMUM ROTATIO4 !-S'lk U00LY P06L EQUIPMENT PERMITTED BY NEC ARTICLE RATE. CESSARY TO S SHA'LLB"Ei L6 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY 01:6PERAjW6 THE- 680. Ab:kd&fAbLES CATED AT LEAST lCr FROM THE INSIDE BONDING CONDUCTOR. POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT dlkCULX 601p6OLS."ALL RECEPTACLES WITHIN 27 OF THE POOL SHALL HAVE REFER TO NOTE 97 'jidk ADDih6kALL-? LTRATION SPEED V G06PROTEC ALL,UNDERWATER LIGHTING SHALL BE qHALL BE THE RESIDENTIAL FI Yfiii,&H"a bVE 7.4 ,!nSFEED -MOUNTINd HEJIG FOR ANY LIGHT FIXTURES _,GF 1,PROTECTEb. CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED hdlith&C'YCLE OR -bt6 --Do -*ALL a 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HIExfi p L's E NOT LESS THAN ir ABOVE MAXIMUM SHALL BE PERMITTED TO RUN AT HIGHER�SPEEDS DUi*4','- 444 SOLAR HEAT GAJN. Ap 4444,14410Z 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DES & ff -MiAWO Co'. 4,44 DOCTORS AND GROUND FOR 12V &h_ifti_*LESSlHAN 9 IN LENGTH. FOR 12V 44444-4444444444/44 444444 0, APSP-15 'AMERICAN NATIONAL STANDARD FOW _4 R 6 ARG -AND ----------- V SPAkNERGY EFFICIENCY.* VW,#B AWG coNDucToRs ig X3REATERAVIAN j BONDING GRID- LESS THAN 26 IN A AND PUT GROUND. NO 12V EA fO TO GROUND FAULT CIRCUIT REF �Ott INTERRUPTER TH EN TO POWER SOURCE WITH TRANSFORMER rmcA_L SWIMMING POOL BONDING GRID�PLAN 4 INSMU 140 FEWER THAN ONE 12s-voLT A, PURPOSE BRANCH JUNCTION BOX WiLtSi THAN 16FT FROM FROMTH lnq�",,LgF THE POOL THE N T M #8 AWG COPPER WIRE RIGID.IMC OR NON METALLIC RFfr 'MORE,THAN OFT SIN.ABOVE THE RECE TIMECLOCK CONDUIT tIEVECZERVING THE P90L(NOT BRASS OR NON METALLIC TO SERVICE CONDUIT OR APPROVED PANEL OFFICE COPY SPST EQUIVALENT iLINCTION" 7'� JNIV�L I�ED WITH TOGGLE SWITCH 4 U 4'MIN. N09RWATER LIGHTS SHALL BE NEiCA DISCONNECT 0'= 16, FOR ALL PAVED AND SHALL FEATURE STAINLESS ST PPR FORMI �W�4mis OF.THE Skk&�WITHI BRASS MOUNTING RING. SHELL SHALL THE BONDING,GRIO HAWA I-NPT CONDUIT WITH OPENING PACKING PUMP GLA" LIGHT SHALL BE HOUSED IN A STAINLEW _BAR OR 08 B�M STEIEL-ENCAPSULATION BOLTED TO A CHROME )Is P06LPF-CK PLATED FACE RING FOR COMPRESSING OF A 3W 12 V TRANS. NOTES: DOUBLE WALL SYNTHE71C GASKET Pto 2!11 W.— I. ALL ELECT WAL SHALL CONFORM WITH ART 690 NEC LATEST. INSTALLAri—M, S E 3 NG #12 INK"COND. 2. BOND ALL I HkATHEO CABLES,RACEWAYS.METAL PIPI ANDALL SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& A A FIXED MET kL PARTS NOT SEPMATE6 BY PERMANENT BARRIER.IF 12VT 300W,WITH WATER LED LAMP.300W/12V LAMP OR 120 VAC Wl GFq0ER WITHIN 5 F�HORIZONTALLY FROM WATEK 12 FT VERTICALLY OF �A' VAC W/GFCl NEC 7- i 46�GRID PER NEC MAX WATIEl t LEVEL #8 AWG P �4 70 A CONN RESSURE GROUND ECTOR TO d6401614 . ........... MINIMUM Al ANDIB Z". ELECTRICAL DIAGkAM BONDING WTTH REIN I I ,11 ,"6 .' POOL OR SPA, STEEL OR PLUM81NG THISIS OEFINM_-'A' -,IVALENT TO C 66 4 hL I A N EN NFPA 20,ADOPTED BY H POOLIld i INCOMING PO NER SUPPLY JUNCTION BOX(IF USED) SERVICE PANEL POOL LIGHT LADDER,HAND RAIL, TRANSFORMER DIVING BOARD.ETC POOL LIGHT NEUTRAL BAR 14FATM 7 TO GROUND POOL PUMP METAL CONDUITS REINFORCING MOTOR OR PIPING SYSTEM) STEEL E2.00 GROUNIDI&AR NOTES AND NEUTRALBAR TRANSFORMER FLEXIBLE CCftD DETAILS eii�WWA 1'3ROUNDING TERMINAL MA MOTOR 3 CONDUCTORf PUMP -i&*4236 H_" :TAE BATTS COMPANY #BBONDTO CPCO37046 - CGC055163 STRUCTURAL STEEL STRUCTURAL GROUNDBAR #8 BOND IN 1602 NORTH 3rd STREET STEM #8 BOND TO PVC CONDUIT CONTROL PANEL 4 JACKSONVILLE BEACH, FL 32250 WA ONO,IN -S TY_- (904) 246-2455 (904) 249-0457 x, _G TYPICAL GROUNDING.SCHEIVIATIC 494,1 FIR N L RRw OWG.BY". E IdEM NW TO SCAM SHEET 5 OF 5 APPROVED BY- 777