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I GENERAL NOTES
1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRAC OR'S POOL PLAN
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING COCE BUILDING 2014 AND FLORIDA
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL
STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/ SPI NATIONAL STANDARD -3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST.
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES.
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA.
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPH RIC BREAK WILL BE PROVIDED. IF
AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL B REQUIRED ON THE POTABLE
WATER LINE USED TO SUPPLY THE POOL.
8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN T HESE DRAWINGS ALSO RELATE TO
SPA CONSTRUCTION.
9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCE SSIBLE ON-OFF SWITCH MOUNTED
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOU ADJUSTING THE THERMOSTAT
SETTING AND TO ALLOW RESTARTING WITHOUT RE -LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE.
10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING I IPLIFT PRESSURE. CONTRACTOR
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN P JMPING SYSTEM IN AREAS WHERE
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLC AT POOL OUT OF THE GROUND..
11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN
PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17
12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BECORRECTED. PLAN/PERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN
YEAR.
STRUCTURAL NOTES
1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE #3 BARS AT 10" ON
CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0",
USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 37 DEPTH IN I HE AREA OF THE POOL OVER 6' IN
TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY W11 H 20" LAP JOINT IN WALLS AND FLOORS
UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 10'0", USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT TO"
DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE AP LIES TO NORMAL, NON -EXPANSIVE
SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT F UID PRESSURE OF 35 PCF AND UNIT
WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITH UT SEPARATION BARRIER, MINIMUM
COVER SHALL BE 3", WITH A BARRIER (STEELTEX) BETWEEN CONCRETE ND EARTH, MINIMUM COVER SHALL BE
2".
2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6"THIC K AND SHALL BE PNEUMATICALLY
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 2E DAYS. CONCRETE DECK SHALL BE
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST
BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NOR MAL" SOILS ONLY.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL[ENCOUNTERED IN EXCAVATION SHALL
BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WI ACCEPTABLE MATERIAL AND
PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE
REDESIGNED.
4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF.
5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF ISTING STRUCTURES. CONTRACTOR
SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO
INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA.
6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 1922
AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BEL SS THAN FIVE TO ONE.
7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, OR
IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GL NITE IN HEAVY RAIN.
8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCR TE/GUNITE APPLICATION TO ALLOW
HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REIN ORCEMENT STEEL.
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRE GUNITE, THE FLOOR SHALL BE
POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GL INITE FLOORS, APPLICATION SHOULD
COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION.
10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTC fM OF THE POOL EXCAVATION MUST BE
IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRET GUNITE.
11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHAL BE AT LEAST 40 BAR DIAMETERS. ALL
BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE.
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE
PERPENDICULAR TO SPRAY.
13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE/GUNITE FACE TO
REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THIC NESS MINUS 3".
14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 - #4
BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A MR, IMUM 2.5 INCH SPACING.
15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE COF NER OF THE BOND BEAM PROVIDED A
MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT.
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED.
17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL, THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES.
MINIMUM REINFORCEMENT#3
BARS SPACED 10" O.C. E.W.
TYPICAL
TYPICAL POOL 3' TO 8' DEEP
SHOTCRETE/GUNITE STEPS OR
BENCHES AS NEEDED
EXTRA TRANSVERSE
REINFORCEMENT43 10' LENGTH
SPACED ON 10" CENTERS
BETWEEN MAIN BARS,
CENTERED ON TRANSITION (MAY
BE ELIMINATED IF NO
TRANSITION EXISTS)
143 DIAGONAL, E.W. AT DRAIN
SIMILAR TO LIGHT NICHE DETAIL -
LONGITUDINAL POOL SECTION
NTS
ADJUSTABLE FLOOR INLET.
AFTER FULL CLOSE, BACK OPEN
FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL
FLOOR1 BE FLUSH WITH POOL FLOOR.)
SUPPLY HEADER
NOTE:
CONCRETE ENCASEMENT OCCURS
ONLY AT THE RETURN FITTING.
POOL FLOOR INLET DETAIL
N. T. S
STRUCTURAL NOTE 5
z
ib
N
v
ESCUTCHEON PLATE
I
ANCHOR SOCKET
NDISTURBED
OIL (NO VOIDS)
RUBBER BUMPER
6" MIN.
TYPICAL SWIMOUT DETAIL
N.T.S.
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE SIZE 6 FT/S 8 FT/S 10 FT/S
1" 16 GPM 21 GPM 26 GPM
1Y" 37 GPM 50 GPM 62 GPM
2" 62 GPM 82 GPM 103 GPM
2Y" 88 GPM 117 GPM 146 GPM
3" 138 GPM 181 GPM 227 GPM
4" 234 GPM 313 GPM 392 GPM
6" 534 GPM 712 GPM 900 GPM
PUMP SIZE WILL VARY DEPENDING ON THE PUMP
SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE
SPECIFIC POOL NEEDS.
a,
WATER LEVEL (CENTER
LINE OF SKIMMER)
Z
_
z EQUALIZER FITTING
SPRING LOADED VERTICAL v W/ VGB-COMPLIANT
CHECK EQUALIZER VALVE GRATE (IF INSTALLED)
TO PUMP SUCTION
VACUUM FITTING - SEE
NOTE 3 BELOW
NOTES:
1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN
ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE.
2. EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18"
BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVERIGRATE. IF
THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED, THE SKIMMER PORT MUST BE PLUGGED.
3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6"
AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A
SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4.
SKIMMER AND VACUUM FITTING DETAIL
LADDER DETAIL
N.T.S.
CROSS
BRACE
RECOMMENDED
I -WATER
LEVEL
�- LADDER TREADS
SHALL BE
SLIP -RESISTANT
POOL WALL
FLOOR REINF. AS PER
STANDARD PLAN(-
-_TO PUMP
fill -� I I L I I I 1I-
MAIN DRAIN DETAIL 24" SQ
N.T.S. ORO
PLANS EXPIRE: PANS VALID FOR THIS
BUILDING DEPT. ONLY:
NOVEMBER 6, 2018
Certificate of Authority No. 28177
433.2.M1;1WBM101it 2T, SUITE 101
GENS
N .56 14
E F
4�
CITY OF JACKSONVILLE, FL
RESIDENTIAL
GENERAL NOTES AND
DETAILS
POOLS BY JOHN GARNER
CPC 049389, 1456631, 1457486
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
904-743-2060
DWG. BY: MAC
NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL�
o
- 2 - #3 BARS BENT
I-
=1_ AS SHOWN EACH
III
I I WAY AND LAPPED
1 1/2" DIA.
18" WITH FLOOR
HYDROSTATIC RELIEF -I
I REINFORCEMENT.
PIPE BOTTOM 12"
III
MIN. 3"
I I-
PERFORA ED. (SEE
�
CLEARANCE
GENERAL NOTE 13)
I FROM EARTH
3/4" -1-1/2" �I i lI
I
1(-
DRAIN ROCK
MAIN DRAIN DETAIL 24" SQ
N.T.S. ORO
PLANS EXPIRE: PANS VALID FOR THIS
BUILDING DEPT. ONLY:
NOVEMBER 6, 2018
Certificate of Authority No. 28177
433.2.M1;1WBM101it 2T, SUITE 101
GENS
N .56 14
E F
4�
CITY OF JACKSONVILLE, FL
RESIDENTIAL
GENERAL NOTES AND
DETAILS
POOLS BY JOHN GARNER
CPC 049389, 1456631, 1457486
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
904-743-2060
DWG. BY: MAC
NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL�
o
WHITE VINYL JOINT
STRIP (N/A FOR PAVER WATER LIN E TILE,
DECKS) GLAZED, M N.4"
CONCRETE DECK (OPTIONAL)
WITH SLIP RESISTANT TOPPING
ON COMPACTED GROUND WITH
ALL ORGANIC MATERIAL
REMOVED. 4" THK. WITH FIBER
MESH, 6" WITH #3 REBAR
SCHEDULE
TYPICAL WALL F
ETURN, OR
WATER FT
M
VACUUM FITTIN
, WITH
3 EA #3 REBAR CONTINUOUS 18"
6
WATER STOP FL
ANGE
LAP SPLICES AS NECESSARY
8
4.5
10
5.0
10
LIGHT FIXTURE
REINFORCEMENT #3 -
3"
NOTE: GREATER WALL
NICHE
DOUBLE CURTAIN
MIN.
BE USED IF REQUIRED
R = 6" WHEN H =
T-0"
r
RADIUS INCREASES
6" FOR EACH 1' OF DEPTH < 5'-0"
R = 2'-0" WHEN I
I = 5'-0"
I•
RADIUS INCREA
ES V FOR EACH 1' OF DEPTH > 5'-0"
STD. REINF:
QUARTZ
GGREGATE PLASTER FINISH
#3 REBAR @ 10" O.C. B.W. MIN.
SH
TCRETE/GUNITE
COVER 3" (EARTH SIDE), 2"
W
L
(POOL SIDE). REFER TO
6"
IN SHELL
STRUCTURAL NOTE #1 FOR
ALTERNATE SCHEDULE.
- —
TYPICAL POOL WALL SECTION
SCALE: N. T. S.
SPA WALL
SCHEDULE
DEPTH OF
CONCRETE
WATER FT
THICKNESS
INCHES
3.0
6
3.5
6
4.0
8
4.5
10
5.0
10
VERTICAL
REINFORCEMENT #3 -
10 INCH CENTERS.
NOTE: GREATER WALL
THICKNESS (T) OR
DOUBLE CURTAIN
REINFORCEMENT MAY
BE USED IF REQUIRED
FOR AESTHETICS OR
PLUMBING
SEE SPA WA L SCH.
1SEE STRUCTURAL
6 NOTE 15
2 - #3 BARS
I
(OR 1 - #4 BAR)
CPC 049389, 1456631, 1457486
HORIZ. REIN. #3 BARS 8"
I
O.C. FOR FREE STANDING
Y
IIF
904-743-2060
WALLS
�•
�• • � �
m
=
DWG. BY: MAC
NOT TO SCALE
SHEET 2 OF 4 APPROVED BY: .IEL
VERT. REINF. SEE SPA
WALL SCH.
--L—T
r
SPA DETAIL
N.T.S.
in
I�TYPICALREINF.
10".O.C. E.W.
FLOOR REINF. CONT
FROM SPA TO POOL
MIN. 15" LAP EITHER
DIRECTION
MIN.
2 - #3 EACH WAY -
z
N
LIGHT NICHE DETAIL
N. T. S.
10" MIN.
3- AT GRADE
3" MIN. (TYP.)
DECK SLAB VINYL . /
io
SEE STRUCTURAL NOTE 15
BOND BEAM REIN. 343 I o
BARS (TYP. FOR ALL
BOND BEAMS)
CANTILEVER DECK DETAIL
2
#3 BAR B
AS SH(
WATER ALTERNATE
ROUGH 12" PLUMBING
LOCATION
—� AT GRADE
WATER io I _ OR ELEVATED
TROUGH
OR J
� I
SHEER DESCENT DETAIL
N.T.S
N.T.S.
EXPANSION JOINT
— — BEND DOWN
BOND BEAM BARS
I
— — F
I
SKIMMER DETAIL
N.T.S.
a
EXPANSION JOINT 8"- 11"
DECK SLAB 6" Z
I�
aALTERNATE LOCATBOND BEAM BA
COPING DETAIL
N.T.S.
6"
DECK SLAB
t0
3-#3 I o
MINIMAL BOND BEAM
N.T.S.
NOTE: MAYBE USED WITH
SAND, GRAVEL, OR ROCK
SOIL CONDITIONS ONLY.
PLANS EXPIRE: PANS VALID FOR THIS
BUILDING DEPT. ONLY:
NOVEMBER 6, 2018 CIN OF JACKSONVILLE, FL
TwRESIDENTIAL
m rim
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSONV��I��44 ,f:L J2224
90 ` 1 77 F : LNO@ ,9 236
,`,°'\ \ � �: le ••Erni ®�,�`�.,
STRUCTURAL DETAILS
POOLS BY JOHN GARNER
CPC 049389, 1456631, 1457486
>Q"•:'=•`';v��'
• R
1 4
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
IIF
904-743-2060
�•
�• • � �
m
DWG. BY: MAC
NOT TO SCALE
SHEET 2 OF 4 APPROVED BY: .IEL
3'0" MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL TO ONE PUMP
NOTES
3'0" MI�. (EDGE OF OUTLET)
3'0" MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS IN PARALLEL
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FRC M OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAS EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF HE 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 VERT CAL WALLS.
DUAL SUCTION OUTLET ARRANGEMENTS
3'0" MIN. (EDGE OF OUTLET)
3'0" MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL OUTLETS IN PARALLEL
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING
VELOCITY = 6 FT / S
SCH 40 SCH 80
SUCTION PIPE MAX FLOW MAX FLOW
DIAMETER (GPM) (GPM) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
2" 63 55
21/2" 90 79
3" 138 124
4" 238 215
6" 1 540 488
SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
ANY SHAPE
3'0" MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL
LOOPED PIPING
NOTES:
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MIN MUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUT HALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATE SHALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE.
THREE -OR -
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST,"!
SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDEI
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTj
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-i
OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLC
SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNB
SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS
Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE V
AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APS
AUTHORITY HAVING JURISDICTION.
3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION
ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS h
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROL
THROUGH A COMMON LINE TO THE PUMP.
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCT
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING Of
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTUREI
THE OPEN AREA OF THE COVER/GRATE.
E SUCTION OUTLET ARRANGEMENTS
UCTION FITTINGS FOR USE IN
GRATES SHOULD BE INSTALLED
i THROUGH THE GRATE(S).
r, LATEST. THE FOLLOWING
A) SURFACE SKIMMING OR
V; B) DUAL SUCTION OUTLET
OCKABLE SUCTION OUTLET
ONFORMING TO ASME/ANSI
ITH ANSI/ASME Al 12.19.8 -LATEST
OUTLET SUMPS IN SERIES; 1) OR
'-7 AND IS APPROVED BY THE
TLETS) SHALL BE SIZED TO
R IS BLOCKED. ALL OTHER
FEET PER SECOND.
TING, BROKEN, OR LOOSE.
THEM SIMULTANEOUSLY
)N PIPE EXITING OUTLET.
THE SUCTION PIPE WILL BE NO
:OVER/GRATE OR SUCH THAT THE
TO CONTROL FLOW THROUGH
CIRCULATION LINE TO LEAF
CANISTER / RECIRCULATION
PUMP
NOTE:
SEE NOTE 1 BELOW
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
12" AIR GAP (MIN.)
MAXIMUM UNDERWATER
LENGTH OF VENT PIPING: 30
FEET FROM TEE ON 2" VENT
SUCTION PIPING TO AIR GAP PIPING
SUCTION OUTLET
DEBRIS OUTLET MOUNTED
IN POOL FLOOR
MINIMUM PIPE LENGTH 18"
1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)
ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE
TEE IN THE SUCTION LINE TO THE PUMP(S); 6) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED
SAFETY VACUUM RELEASE SYSTEM.
OUTLET SUMPS IN SERIES
TO SUCTION PIPING
2" TEE
2" 90" BEND (TYP.
OF 2)
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
LABEL VENT AS FOLLOWS: "POOL
SAFETY DEVICE - DO NOT HANDLE"
VENT LINE DETAIL
PLANS EXPIRE:
NOVEMBER 6, 2018
w TSQM 11111-111m
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
PLANS VALID FOR THIS
BUILDING DEPT. ONLY:
CITY OF JACKSONVILLE, FL
RESIDENTIAL
SUCTION OUTLET NOTES
AND DETAILS
xv
POOLS BY JOHN GARNER
® ♦♦ ;�� CPC 049389, 1456631, 1457486
714 10221 BEACH BLVD.
* ; * JACKSONVILLE, FL 32246
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904-743-2060
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TRANSFORMER REQUIRED FOR
LOW -VOLTAGE INSTALLATIONS ONLY
T MIN. FROM INSIDE WALL
BONDING CONDUCTOR.REFER TO NOTE
300 WATT
LIGHT
TYPICAL SWIMMING POOL
JUNCTION
BOX
4' MIN.
TI
PANEL V_
SPST
TOGGLE
SWITCH
DISCONNECT
PI.
12 V TRANS.
3 #12 IN Yz" COND.
12V/ 30OW WITH LOW WATER
CUT-OFF OR 120 VAC W/ GFCI
PER NEC
ELECTRICAL DIAGI
SERVICE PANEL
NEUTRAL
TO
PUMP
MOTOR GROUND BAR
NEUTRALBAR TRANSFORMER
3CONDUCTOR
H -N -G
#8 BOND TO
STRUCTURALSTEEL
.....................
1
I
I
1 REFER TO
:R NOTE 4
R
` T
I
I
1
I
1
I
I
i'
NG GRID PLAN
ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC -
LATEST
BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
AND ALL FIXED METAL PARTS NOT SEPARATED BY
PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM
WATER, 12 FT VERTICALLY OF MAX WATER LEVEL.
INCOMING POWER SUPPLY
— GROUND BAR #8 BOND IN
CONTROL PANEL PVC CO Dl
TYPICAL GROUNDING
POOL LIGHT
FLEXIBLE CORD
GROUNDING TERMINAL
#8 BOND TO
STRUCTURAL
STEEL
EMATIC
LADDER, HAND RAIL,
DIVING BOARD, ETC...
ENERGY EFFICIENCY NOTES:
1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND
PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON
ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS:
1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION
1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR -AND WASTE -HEAT RECOVERY
POOL SYSTEMS
1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE
GENERATION
2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE
EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A
LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION:
OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A
SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN
OPERATING SEASON.
3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS:
3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR
START INDUCTION RUN TYPES
3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF
GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT
TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO
MORE THAN } OF THE MOTOR'S MAXIMUM ROTATION RATE.
3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE
POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED
SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE
CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR
24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS
SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE
SOLAR HEAT GAIN.
4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH
APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND
SPA ENERGY EFFICIENCY"
TO GROUND FAULT CIRCUIT
INTERRUPTER THEN TO POWER
SOURCE WITH TRANSFORMER 4' MIN.
JUNCTION BOX
RIGID, IMC OR NON METALLIC
CONDUIT
BRASS OR NON METALLIC
CONDUIT OR APPROVED
EQUIVALENT
z
300 WATT UNDERWATER LIGHTS SHALL BE NEC.
APPROVED AND SHALL FEATURE STAINLESS STEEL
FORMING SHELL WITH BRASS MOUNTING RING.
SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING
PACKING GLAND. LIGHT SHALL BE HOUSED IN A
STAINLESS STEEL ENCAPSULATION BOLTED TO A
CHROME PLATED FACE RING FOR COMPRESSING OF
A 360° DOUBLE WALL SYNTHETIC GASKET.
SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB &
300W,12V LAMP OR 120 VAC W/ GFCI PER NEC
ELECTRICAL NOTES:
1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC
ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL
CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,
INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING
BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS
USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED
TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS
WITHIN 5' OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED
PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E.
FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING
BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER
BEFORE PROCEEDING.
2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250
AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED
UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL
UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC
ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE
WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI
PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED.
MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT
LESS THAN 12' ABOVE MAXIMUM WATER LEVEL.
3. IF APPLICABLE, PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER
LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS 8' TO 15' IN LENGTH,
PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 16,
BUT LESS THAN 25' IN LENGTH, PROVIDE #6 AWG CONDUCTORS AND #6 GROUND. NO 12V
CIRCUIT SHALL BE MORE THAN 25' IN LENGTH.
4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 -
OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE
SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE
INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.
6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL.
5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
EQUIPMENT. IF APPLICABLE.
6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR
THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL
REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10
WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS
AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID
COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH
CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE
WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA
BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS.
7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN
NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG
BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES
BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING
POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
COMPLIANCE WITH S.680.26(C) OF THE NEC (2014), NFPA 20, ADOPTED BY REFERENCE
WITHIN FBC.
#8 AWG PRESSURE GROUND '
CONNECTOR TO COMMON
PLANS EXPIRE.
BONDING WITH REINFORCING
STEEL OR PLUMBING
POOL LIGHT DETAIL
NOVEMBER 6, 2018
JUNCTION BOX (IF USED)1
POOL
METAL CONDUITS REINFORCING
OR PIPING SYSTEM STEEL
POOL LIGHT
PLANS VALID FOR THIS
BUILDING DEPT. ONLY:
CITY OF JACKSONVILLE, FL
HEATER CASE
RESIDENTIAL
CONTROL
ELECTRICAL NOTES
PANEL
1119-0111 _
Certificate No. 28177
433 VI t�`ONK®C/ ?6 T
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AND DETAILS
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POOLS BY JOHN GARNER
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PUMP MOTOR
CPC 049389, 1456631, 1457486
'
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
E
h O F904-743-2060
DWG. BV: MAC
TYPICAL BONDING SCHEMATIC
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