610 TIMBER BRIDGE POOL (2) GENERALNOTES
1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTOR'S POOL PLAN LADDER
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2014 AND FLORIDA
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL
STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSUNSPI NATIONAL STANDARD-3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. MINIMUM REINFORCEMENT#3 SEE STRUCTURAL NOTE 5 2� CROSS
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. BARS SPACED 10"O.C.EW, TYPICAL POOL 3'TO B'DEEP BRACE
I YPICAL RECOMMENDED
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR 7 co
C14
REQUIRED SETBACK AREAS. POOL CONTRAC' OR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL W-111
DIMENSIONS SHOWN PRIOR TO CONSTRUCTIO q. SHOTCRETE STEPS OR
5. CONTRACTOR SHALL DETERMINE LOCATION C F ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND r
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES, BENCHES AS NEEDED---___________,
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEI 4PORARY FENCING AROUND CONSTRUCTION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. ESCUTCHEON PLATE -3%6-
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDE),A MINIMUM 3"ATMOSPHERIC BREAK WILL BE PROVIDED. IF WATER
AN AUTOFILL ASSEMBLY IS INSTALLED,A BAC(FLOW PREVENTER WILL BE REQUIRED ON THE POTABLE ANCHOR SOCKET LEVEL
WATER LINE USED TO SUPPLY THE POOL. RADIUS 6'!..
8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE
SPA CONSTRUCTION. REINFORCEMENT-*10'LENGTH 2 UNDISTURBED
9. ALL POOL AND SPA HEATERS SHALL BE EQUIF PED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED 4 SOIL(NO VOIDS) LADDER TREADS
SPACED ON 10"CENTERS C\l
't8%1 1" SHALL BE
E
'KET
6"
U
S�
OUTSIDE THE HEATER TO ALLOW THE HEATERTO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT BETWEEN MAIN BARS, 14"-J18" '�J��SLIP-RESISTANT
SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY RUBBER BUMPER
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO POOL WALL
10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE TRANSITION EXISTS) 143 DIAGONAL,E.W.AT DRAIN
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE 6"MIN.
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND-.. LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL
ll� THE RESIDENTIAL SWIMMING POOL BARRIERAND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN INTS N.T.S. N.T.S.
PLACE PRIOR TO FILLING OF THE POOL. FIRC R4101.17
12. CODE VIOLATIONS FOUND DURING INSPECTICIN ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FIRC 109.1
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN
YEAR. FLOOR REINF.AS PER
-ADJUSTABLE FLOOR INLET. STANDARD PLAN
STRUCTURAL NOTES AFTER FULL CLOSE,BACK OPEN
FINISHED POOL 112 TURN.(FLOOR INLETS SHALL
1 ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE#3 BARS AT 10"ON FLOOR BE FLUSH WITH POOL FLOOR.) THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE
CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN UAND 10', TO PUMP
MAXIMUM STANDARDS FOR VELOCITY(MSEC)
USE#3 BARS AT 5"ON CENTER VERTICALLY ll�THE AREA OVER 6'IN DEPTH. (ALTERNATE: #4 BARS AT 16"
ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH;BETWEEN 6' PIPE SIZE 6 FT/S 8 FT/S 10 FT/S
AND 10',USE#4 BARS AT 8"ON CENTER VERT CALLY IN THE AREA OVER 6'IN DEPTH). NOTE APPLIES TO
2-93 BARS BENT
NORMAL,NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID 1� 16 GPM 21 GPM 26 GPM
2 SUPPLY HEADER AS SHOWN EACH
PRESSURE OF 35 PCF AND UNITWEIGHT OF 11 0 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH 37 GPM 50 GPM 62 GPM WAY AND LAPPED
WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3';WITH A BARRIER(STEELTEX)BETWEEN lyV 1 1/2"DIA- 18"WITH FLOOR
CONCRETE AND EARTH,MINIMUM COVER SHA-L BE 2". 2' 62 GPM 82 GPM 103 GPM HYDROSTATIC RELIEF REINFORCEMENT.
2� POOL WALLS SHALL BE MIN.6"THICKAND FLOORS SHALL BE MIN.6"THICK AND SHALL BE PNEUMATICALLY NOTE: I PIPE BOTTOM 12" MIN.3"
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE CONCRETE ENCASEMENT OCCURS ZY2 88 GPM 117 GPM 146 GPM PERFORATED.(SEE CLEARANCE
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS ONLY AT THE RETURN FITTING. 3� 138GPM 181 GPM 227 GPM GENERAL NOTE 13) FROM EARTH
MUST BE INCREASED FOR DEPTHS GREATER'rHAN 8'0". NOTE APPLIES TO"NORMAL"SOILS ONLY.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A 4' 234 GPM 313 GPM 392 GPM 3/4"-1-1/2"
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION POOL FLOOR INLET DETAIL DRAIN ROCK
N.T.S. 6' 534 GPM 712 GPM 900 GPM
SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL
AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED,THE POOL MUST BE PUMP SIZE WILL VARY DEPENDING ON THE PUMP
REDESIGNED. SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE
4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FOR FREESTANDING WALL. SPECIFIC POOL NEEDS,
5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS, THE *24"SID
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. - ORO
CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE
MAIN DRAIN DETAIL
POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. N.T.S.
6. SHOTCRETE(WET OR DRY)SHALL BE PROPOf ZTIONED AND PLACED ACCORDING TO UBC SECTION 1922 AND
ACI 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVE TO ONE.
7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING,OR IF WATER LEVEL(CENTER
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY RAIN. LINE OF SKIMMER)
8. SUBSTRATE SHOULD BE FOG-SPRAYED WITHWATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW
HYDRATION AND LIMIT RAPID DRYING OF CONCRETE.AND TO COOL REINFORCEMENT STEEL. PLAN EXPIRES ONE YEAR FROM THE
2 EQUALIZER FITTING SIGNATURE DATE OR THE EFFECTIVE
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE FLOOR SHALL BE POURED SPRING LOADED VERTICAL &4 W/VGB-COMPLIANT DATE OF A MAJOR FLORIDA BUILDING RESIDENTIAL
V V
ER VALVE
PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CHECK EQUALIZI GRATE(IF INSTALLED) CODE CHANGE WHICHEVER IS SOONER
CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION.
LIMP
10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF THE POOL EXCAVATION TO PUMP SUCTION VACUUM F117ING-SEE GENERAL NOTES AND
MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. NOTE 3 BELOW DETAILS
ii. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BEAT LEAST 40 BAR DIAMETERS.
ALL BENDS MUST BE SHARP, UBCSECTIONS 1907,1912,AND 1924 SHALL BE USED ASAGUIDELINE. 4� P 1�
NOTES:
-BY-SIDE
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,NOT SIDE 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN
PERPENDICULAR TO SPRAY. ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE.
POOLS BY JOHN GARNER, INC.
13. REBAR PLACEMENT SHOULD BE SUCH THAT TlE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR 2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18-
SHOULD BE A MINIMUM OF THE TOTAL SHOTC RETE THICKNESS MINUS 3", BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IF 10221 BEACH BLVD.
14. IN AREAS WHERE THE STEEL REINFORCEMEN r IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL.1 THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. JACKSONVILLE, FL 32246
-#4 BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6"
15. UP TO 2"DIAMETER PIPING MAY BE PLACED 11\ THE LOWER OUTSIDE CORNER OF THE BOND BEAM AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A (904) 743-2060
PROVIDED A MINIMUM OF 1.5 INCH CLEARANC E IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4,
REINFORCEMENT. (904) 745-6150 - FAX
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL
17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION DWG.BY- MAC
SHOULD HAVE WALL DRAINAGE INSTALLED TC�PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. PROFESSIONAL ENGINEER NOT TO SCALE SHEET 1 OF 4 APPROVED BY: IEL
3-MIN.(TYP.) EXPANSION JOINT
DECK SLAB VINY DECK SLAB 6"
1/2"WHITE VINYL JOINT—\\\
STRIP(NIA FOR,PAVER WATER LINE TILE, u�
GLAZED,MIN.4" --da-T ILE
DECKS)
I
I JNW
CONCRETE DECK(OPTIONAL) SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF
WITH SLIP RESISTANT TOPPING
ON COMPACTED GROUND WITH BOND BEAM REIN.343 BOND BEAM BAR(TYP)
ALL ORGANIC MATERIAL BARS(TYP.FOR ALL
REMOVED.4*THK.WITH FIBER BOND BEAMS)
MESH,6"WITH#3 REBAR TYPICAL WALL RETURN,OR
VACUUM FITTING,WITH z z
3 EA#3 REBAR CONTINUOUS 18" WATER STOP FLANGE 3. 0 Z)
00 CK DETAIL COPING DETAIL
LAP SPLICES AS NECESSARY .w . CANTILEVER DE
LIGHT FIXTURE& MIN. z< N.T.S. N.T.S.
NICHE
3-
MIN. -R=6"WHEN H=3-0"
RADI�S INCREASES 6-FOR EACH VOF DEPTH<9-0" 2-#3 EACH WAY
R=2_0"WHEN H=6-0"
RADIUS INCREASES VFOR EACH l'OF DEPTH>6-0"
STD.REINF Q ARTZ AGGREGATE PLASTER FINISH PANSION JOINT DECK SLAB 6�
#3 REBAR @ 10-O.C.B.W.MIN.' SHOTCRETE WALL EX
COVER 3-(EARTH SIDE),2- 6"MIN SHELL
(POOL SIDE). REFER TO -Z' THICKNESS I
STRUCTURAL NOTE#1 FOR 'N. LIGHT NICHE DETAIL BEND DOWN
IG'
3
LL
AMS)
'LLR 4
RAE
R=
RAE
ALTERNATE SCHEDULE.
N.T.S. 2-#3
t BOND BEAM BARS
TYPICAL POOL WALL SECTION #3 BAR BEND
SCALE:N.T.& AS SHOWN 343
WINIMAL BOND BEAM
SKIMMER DETAIL N.T.S.
SPA WALL N.T.S. NOTE: MAY BE USED WITH
SCHEDULE SAND,GRAVEL,OR ROCK
DEPTH OF CONCRETE SOIL CONDITIONS ONLY-
WATER FT THICKNESS
INCHES 10"MIN-
z WATER 12- ALTERNATE
3.0 6 6"MAX. TROUGH PLUMBING
3.5 6 SEE SPA WALL SCH. AT GRADE LOCATION
8 SEE STRUCTURAL AT GRADE
4.0 6-
2-#3EARS NOTE15
LO
4.5 10 (OR 1-#413AR) VT
III R EVATED
5.0 10 WATER
klT c"I TROUGH
VERTICAL HORIZ,REIN.#3 BARS 8"--\ L
O.C.FOR FREE STANDING
REINFORCEMENT#3- W%LLS
10 INCH CENTERS. TYPICAL REINF. OR
NOTE:GREATER WALL VERT.REINF.SEE SPA 1 O.C.E.W.
WALL SCH.
THICKNESS(T)OR Z PIAN EXPIRES ONE YEAR FROM THE
DOUBLE CURTAIN SIGNATURE DATE OR THE EMCTIVE
REINFORCEMENT MAY DATE OF A MAJOR FWRIDA BURMING
BE USED IF REQUIRED SHEER DESCENT DETAIL CODE CEIANGE WMCF[EM IS SOONER RESIDENTIAL
FOR AESTHETICS OR N�T.S.
PLUMBING FLOOR REINF.CONT, STRUCTURAL DETAILS
FROM SPA TO POOL
MIN.15"LAP EITHER
SPA E ETAIL DIRECTION
POOLS BY JOHN GARNER, INC.
N.T,S.
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
(904) 743-2060
(904) 745-6150 - FAX
DWG.BY: MAC
NOT TO'SCALE SHEET 2 OF 4 APPROVED BY: JEL
PROFESSIONAL ENGINEER
TO"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGI__OF OUTLET)
3-0-MIN.(EDGE OF OUTLET)
SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
T_4=
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS IN PARALLEL 77
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
2� TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3, THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEP NRATE PLANES IN LIEU OF THE 3'0"SEPARATION REQUIREMENT,I.E,ONE(1)ON THE BOTTOM AND ONE(1)ON THE ANY SHAPE
VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS.
DU,%L SUCTION OUTLET ARRANGEMENTS
3!0- IN.(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. SINGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA).
2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE
99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION
ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4".
SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS
2'90'BEND(TYP. VELOCITY 6 FT S
2"TEE OF 2) SCH 40 SCH 80
12-AIR GAP(MIN.) SUCTION PIPE MAX FLOW MAX FLOW
DIAMETER (GPM) (GPM)
OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL 2� 63 55
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING 2 112" 90 79
3� 138 124
MAXIMUM UNDERWATER 4� 1 238 215
NOTES:
1, THE OUTERMOST OUTLETS SF ALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. LENGTH OF VENT PIPING:30 6� 540
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 FROM TEE ON
3. THE SUM OF THE FLOW RATIN 3S 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
NOTES: DEBRIS OUTLET MOUNTED
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSUASME Al 12.19.8-LATEST,"SUCTION FITTINGS FOR USE IN IN POOL FLOOR VENT LINE DETAIL
SWIMMING POOLS,WADING POOLS,SPAS ANDIOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTIS THROUGH THE GRATE(S).
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7,LATEST. THE FOLLOWING
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A)SURFACE SKIMMING OR
-OVERFLOW SYSTEMS THAT PROVIDE 100%OF 1 HE REQUIRED SYSTEM FLOW;B)DUAL SUCTION OUTLET PIAN EXPUM ONE YEAR FROM THE
SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKABLE SUCTION OUTLET SIGNATURE DATE OR THE EFFECTIVE
SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFORMING TO ASME/ANSI SEE NOTE 1 BELOW DATE OF A MAJOR FLORIDA BUILDING RESIDENTIAL
CODE CHANGE WHICHEVER IS SOONER
Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSI/ASME Al 12.19.8-LATEST SUCTION OUTLET
AND ASTIVI F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES�1)OR
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE
AUTHORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF NOTES AND DETAILS
ALL BE SIZED TO IT
3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SH CANISTER/RECIRCULATION
ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER PUMP MINIMUM PIPE LENGTH 18"
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECOND. NOTE:
4, POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE. POOLS BY JOHN GARNER, INC.
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 IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)
ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVEPJGRATE LOCATED A MINIMUM OF 18"FROM THE 10221 BEACH BLVD.
6� SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE E)OTING OUTLET. TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED
7� FIELD BUILT SUMPS SHALL BE CONSTRUCTEDSUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO SAFETY VACUUM RELEASE SYSTEM. JACKSONVILLE, FL 32246
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE (904) 743-2060
SUMP IS OF THE DESIGN SPECIFIED BY THE CC VER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH
THE OPEN AREA OF THE COVER/GRATE. (904) 745-6150 - FAX
OUTLET SUMPS IN SERIES
DWG.BY: MAC
G NOT TO SCALE SHEET 30F 4 APPROVED BY. JEL
PROFP-c-StONAL ENGINEER
ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES:
1 TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1 GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH
TRANSFORMER REQUIRED FOR PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
LOW-VOLTAGE INSTALLATIONS ONLY ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL
I.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION STRUCTURE,INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL
t. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND
TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS
-------------------- POOL SYSTEMS #8 AWG COPPER WIRES. THESE METAL PARTS
WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE TO POOL REINFORCING BARS USING NGS,PIPING,CONDUIT,METAL
GENERATION INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILI
F INSIDE WALL OF POOL,
77/' 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL B
-11711Z ZZ EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR ATTHE WATER SURFACE OR A CONNECTION SH LL BE EXOTHERMIC WELD,LISTED PRESSURE CONNECTORS OR
111-11-444,11 ERS OR SLIDES)
LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: CLAMPS AS APPLICABLE. GROUND STEEL COLUMN ' *
PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE
OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND,CONTACT ENGINEER
300 WATT REFER TO SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN BEFORE PROCEEDING.
NOTE 4 OPERATING SEASON.
TMIN.FROM INSIDE WALL UNDERWATER 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: MEET ALL REQUIREMENTS OF NEC ARTICLES
LIGHT 3.a� POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR 2. THIS ELECTRICAL INSTALLATION SHALL
START INDUCTION RUN TYPES 250 AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE
R 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF PERMITTED UNDER THE POOL OR WITHIN SHORIZONTALLY FROM THE INSIDE WALL
A APABILITY OF OPERATING AT OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT
GREATER THAN OR EQUAL TO I HP SHALL HAVE THE C 80. ALL RECEPTACLES SHALL BE LOCATED AT LEAST
ON RATE OF NO PERMITTED BY NEC ARTICLE 6
ZZ
2222zz/_�
v T TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATI F POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL
MORE THAN I OF THE MOTOR'S MAXIMUM ROTATION RATE. 10'FROM THE INSIDE WALL 0
POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE SHALL HAVE GFC1 PROTECTION- ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL
3.c. BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED
POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED
OVER POOLS SHALL BE NOT LESS THAN 12'ABOVE MAXIMUM WATER LEVEL,
SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE
CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR E#12 AWG CONDUCTORS AND GROUND FOR 12V
3. IF APPLICABLE,PROVID
BONDING CONDUCTOR. 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS UNDERWATER LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS 6
REFER TO NOTE#7 SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE
TO 15'IN LENGTH,PROVIDE#8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS
SOLAR HEAT GAIN. GREATER THAN 15%BUT LESS THAN 25'IN LENGTH,PROVIDE#6 AWG CONDUCTORS
4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH
_zz AND#6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25'IN LENGTH.
APSP-1 5,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND
-77
/r/7777, 72 SPA ENERGY EFFICIENCY." 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE
125-VOLT 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH
------------------------------------------ TO GROUND FAULT CIRCUIT CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT.FROM AND NOT
......------- INTERRUPTER THEN TO POWER MORE THAN 20 FT.FROM THE INSIDE WALL OF THE POOL.THE RECEPTACLE SHALL
BONDING GRID. SOURCE WITH TRANSFORMER 4'MIN. BE LOCATED NOT MORE THAN 6 FT.6 IN.ABOVE THE FLOOR,PLATFORM,OR GRADE
REFER TO NOTE#6 JUNCTION BOX LEVEL SERVING THE POOL.
5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
TYPICAL SWIMMING POOL BONDING GRID PLAN RIGID,IMC OR NON METALLIC EQUIPMENT,IF APPLICABLE.
CONDUIT
#8 AWG COPPER WIRE 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
TIMECLOCK BRASS OR NON METALLIC NVIL SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL ANDIOR SPA
CONDUIT OR APPROVED FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF
EQUIVALENT STEEL REINFORCING RODS(REBAR),OR#8 BARE,SOLID COPPER CONDUCTORS.6 X
TO SERVICE 6 X 10 WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED
PANEL SDST ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES
S
JUNCTION 'r 300 WATT UNDERWATER LIGHTS SHALL BE NEC. BE INSTALLED
T DGGLE AND/OR#8 SOLID COPPER JUMPERS.THE BONDING GRID MAY NOT
BOX S NITCH APPROVED AND SHALL FEATURE STAINLESS STEEL DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION
FORMING SHELL WITH BRASS MOUNTING RING. MUST BE IN ACCORDANCE WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC-LATEST
4'MIN. DIS DONNECT SHELL SHALL HAVE A I"NPT CONDUIT WITH OPENING VERSION)AND FLORIDA BUILDING CODE(FBC-LATEST VERSION)W/LATEST
PACKING GLAND. LIGHT SHALL BE HOUSED IN A AMENDMENTS.
STAINLESS STEEL ENCAPSULATION BOLTED TO A
PUMP CHROME PLATED FACE RING FOR COMPRESSING OF 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED
A 360'DOUBLE WALL SYNTHETIC GASKET.
IN NOTE#6,ABOVE:AN UNDERGROUND BONDING-CONDUCTOR MADE OF A SINGLE
POOL DECK NOTES: #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6
12 /TRANS. INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE
1- ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC- SWIMMING POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR
LATEST SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& EQUIVALENT TO COMPLIANCE WITH S.680.26(C)OF THE NEC(2014),NFPA 20,
3#12 IN Y2"COND. 30OW,1 2V LAMP OR 120 VAC W/GFCI PER NEC
ADOPTED BY REFERENCE WITHIN FBC.
2. BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING #8 AWG PRESSURE GRO-D
12V/30OW WITH LOW WATER AND ALL FIXED METAL PARTS NOT SEPARATED BY CONNECTOR TO COMMON
CUT-OFF OR 120 VAC W1 GFC1 PERMANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM
PER NEC WATER,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING
STEEL OR PLUMBING
ELECTRICAL DIAGRAM POOL LIGHT DETAIL
f)INCOMING POWER SUPPLY JUNCTION BOX(IF USED)
SERVICE PANEL LADDER,HAND RAIL, TRANSFORMER POOL LIGHT
POOL LIGHT DIVING BOARD,ETC... PLAN EXPUM ONE YEAR FROM THE
HEATER CASE SIGNATURE DATE OR THE EFFECTWE
NEUTRAL BAR DATT OF A MAJOR FWMA BU"ING RESIDENTIAL
F_ TO GROUND POOL CONTROL CODE CHANGE WHICHEM IS SOONER ELECTRICAL NOTES
METAL CONDUITS REINFORCING PANEL
OR PIPING SYSTEM Oil
PUMP STEEL AND DETAILS
MOTOR GROUNDBAR 3
UTRALBAR
TRANSFORMER
FLEXIBLE CORD
POOLS BY JOHN GARNER, INC.
GROUNDING TERMINAL
PUMP
MOTOR
TRANS
r- eFLE #
D�R
3 CONDUCT PUMP MOTOR 10221 BEACH BLVD.
H-11-G JACKSONVILLE, FL 32246
#8 BOND TO #8BONDTO (904) 743-2060
I BOND 71N STRUCTURAL t
STRUCTURALSTEEL GROUND BAR, BOND IN STEEL
PVC CONDUIT (904) 745-6150 - FAX
�iTCONTROL PANEL
TYPICAL BONDING SCHEMATIC DWG.BY: MAC
TYPICAL GROUNDING SCHEMATIC PROFESSIONAL ENGINEER NOT TO SCALE SHEET 4 OF 4 APPROVED BY: JEL