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( 904) 858-4300
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POOL AREA: 512 SQ FT
POOL PERIMETER: 96 LNFT
PROPERTY LINE
POOL EQUIPMENT P
PROPERTY LINE
r-41
------------32'-
EXISTING CONCRETE t IN
DRIVEWAYS TO BECOME
\g (G) SPA JETS
'
I
DPAWN DY, HWGS
141�i1
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1
(
1
Ev 6
WATER
12 X 24'
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o COPING
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g I
A
SPILLWAY
8
1
.(SUNSM[LP) 1
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I
i
(MATERIAL TBD)
Gt, 2ii
GLOBRITE (AT CENTER
5UN5HELF)
4-
E 4 INCH THICK CONCRETE
WITH THICKENED EDGE
SITE PLAN
5002 Phillips N(c vN
Jacksawille, FI 32207
(904)85,8-4300
www,crownpAr,w,com
3'6'6
WATER
DEPTH
(2) PENTAIR 4' -
COLOR LED
LIGMT9 LIGHTS P RO PE RTY LI N E
�A
(2) 14'WIDE
5TEP9 a
(I) 24' WIDE STEP
FUTURE WOOD
DECK
504 SOFT LANAI
L,
HOUSE
EXISTING CHAIN LINK
FENCE TO BE REMOVED
AND REPLACED WITH
NEW PRIVACY FENCE
olf �I f --PROPERTY LINE
NEW CONCRETEPATIO
AND STEP STONES
NUMDER DETAILS DATE
PPOICf INPOPM ION
12PAWINCA IM:
51S PIAN
PPOJtCf;
145 ft Mf ATIAMIC
OFFICECOPY MAGI PIOPIPA
51fPf. 4 0r 12
EXISTING CONCRETE t IN
DRIVEWAYS TO BECOME
5CU: I I 1
PERMEABLE PAVERS
DATA; 6,21.18
DPAWN DY, HWGS
r GENERAL NOTES
1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR' POOL PLAN
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE Bl. ILDING 2017 AND FLORIDA
BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND SI/NSPI NATIONAL
STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI 4ATIONAL STANDARD -3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC ODE - LATEST.
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UP LESS OTHERWISE NOTED.
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUC ION IN EASEMENTS OR
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VEF IFY LAYOUT AND ALL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION T POOL AND ITS EQUIPMENT AND
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS A 4D ORDINANCES.
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CC NSTRUCTION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA,
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC 13REAK WILL BE PROVIDED. IF
AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE RE, )UIRED ON THE POTABLE
WATER LINE USED TO SUPPLY THE POOL.
8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE: DRAWINGS ALSO RELATE TO
SPA CONSTRUCTION.
9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FB 454.2.14, "WATER HEATING
EQUIPMENT."
10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSUR MUST BE ELIMINATED. THE
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIF r PRESSURE. CONTRACTOR
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPI 4G SYSTEM IN AREAS WHERE
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT 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 BE CORRE TED. PLAN/PERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 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 DURIP r2 ANY PERIOD OF ANY GIVEN
YEAR.
STRUCTURAL NOTES
1. ALL REINFORCING STEEL TO CONFORM TO ASTM 815 GRADE 40. REINFORCING SHALL BE 03 BARS AT 10" ON
CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET EPTH. BETWEEN VT AND 107,
USE 03 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'O" DEPTH IN THE AREA OF THE POOL OVER 8' IN
TOTAL DEPTH. (ALTERNATE: 04 BARS AT 12" ON CENTER EACH WAY WITH 20" LAP JOINT IN WALLS AND FLOORS
UP TO 8 FEET IN DEPTH; BETWEEN 8'0" AND 107, USE 04 BARS AT 8" ON CENTE VERTICALLY STARTING AT 3'O"
DEPTH IN THE AREA OF THE POOL OVER 6'O" IN TOTAL DEPTH). NOTE APPLIES O NORMAL, NON -EXPANSIVE
SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID F RESSURE OF 35 PCF AND UNIT
WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT S PARATION BARRIER, MINIMUM
COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND E ATH, MINIMUM COVER SHALL BE
2".
2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND SHALL BE PNEUMATICALLY
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 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 81". NOTE APPLIES TO "NORMAL" SOILS ONLY.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL B 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 WITH ACC EPTABLE MATERIAL AND
PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVE), 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 kCCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXIISTIN 3 STRUCTURES. CONTRACTOR
SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES VE THE POTENTIAL TO
INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA.
6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED AC MRDING TO UBC SECTION 1922
AND ACI 508. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS TI IAN FIVE TO ONE.
7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS ESS THAN 4OF AND FALLING, OR
IF TEMPERATURE IS GREATER THAN IOOF. NEVER APPLY SHOTCRETE/GUNITE I N HEAVY RAIN.
S. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE/GL NITS APPLICATION TO ALLOW
HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL.
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUN TE, THE FLOOR SHALL BE
POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE F LOORS, APPLICATION SHOULD
COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOL LOWING WALL CONSTRUCTION.
10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST BE
IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUN TE.
ti. REINFORCEMENT STEEL SHALL MEET ASTM A615.40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL
BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED A GUIDELINE.
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRE TION, NOT SIDE-BY-SIDE
PERPENDICULAR TO SPRAY.
13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDES OTCRETE/GUNITE FACE TO
REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS 4INUS 3".
14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO 1 URVATURE OF THE WALL, 1 - 04
BAR MAY BE SUBSTITUTED FOR 2 - 03 BARS IN ORDER TO MAINTAIN A MINIMUM .5 INCH SPACING.
15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER 0E BOND BEAM PROVIDED A
MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND AN,
N PARALLEL REINFORCEMENT.
18. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNI RED.
17. IF A RAISED BOND BEAM EXCEEDS TO" AND SERVES AS A RETAINING WALL FOR IL, THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSI IC PRESSURES.
MINIMUM REINFORCEMENT 03 TYPICAL POOL 3' TO 8' DEEP
BARS SPACED 10" O.C. E.W.
TYPICAL n _
SHOTCRETE/GUNITE STEPS OR
BENCHES AS NEEDED
EXTRA TRANSVERSE - �
REINFORCEMENT -03 I V LENGTH _
SPACED ON 10" CENTERS
BETWEEN MAIN BARS,
CENTERED ON TRANSITION (MAY
BE ELIMINATED IF NO
TRANSITION EXISTS) 1-03 DIAGONAL, E.W. AT DRAIN
SIMILAR TO LIGHT NICHE DETAIL -
LONGITUDINAL POOL SECTION
NTS
ADJUSTABLE FLOOR INLET.
FINISHED POOL AFTULOOR INLETS SHALL
ER FULL CLOSE, BACK OPEN
112 TRN. (F
FLOOR BE FLUSH WITH POOL FLOOR.)
•9:r
1 SUPPLY HEADER
LNTE:NCRETE ENCASEMENT OCCURS
LY AT THE RETURN FITTING.
POOL FLOOR INLET DETAIL
N. T. S.
SPRING LOADED VERTICAL
CHECK EQUALIZER VALVE -
TO PUMP SUCTION
gE`
LADDER
REVIEWED FOR CODE COMPLIA
STRUCTURALN(GITY OF ATLANTIC BEACH.
SEE PERMITS FOR ADDITIONAU
REQUIREMENTS AND CONDITIO
r
REVIEWED BY: DATE:
NDISTURBED
DIL (NO VOIDS)
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
1w 37 GPM 50 GPM 62 GPM
2" 62 GPM 82 GPM 103 GPM
2)i" 88 GPM 117 GPM 146 GPM
3" 138 GPM 181 GPM 227 GPM
4" 234 GPM 313 GPM 392 GPM
8" 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.
WATER LEVEL (CENTER
LINE OF SKIMMER)
z_
EQUALIZER FITTING
W/ VGB-COMPLIANT
GRATE OF INSTALLED)
VACUUM FITTING - SEE
NOTE 3 BELOW
NOTES: -I
1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE UD, 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 COVER/GRATE. 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
ESCUTCHEON PLATE -j
ANCHOR SOCKET
RUBBER BUMPER
8"
LADDER DETAIL
N.T.S.
CROSS
BRACE
RECOMMENDED
WATER
LEVEL
LADDER TREADS
SHALL BE
SLIP -RESISTANT
POOL WALL
FLOOR
STANDARD PLAN
ailR �
�S i l _-
1 1/2" DIA.
HYDROSTATIC RELIEF
PIPE BOTTOM 12"
PERFORATED. (SEE
GENERAL NOTE 13)
314"-1-112"
DRAIN ROCK
MAIN DRAIN DETAIL 24" SQ
N.T.S. OR 0
2 - 03 BARS BENT
AS SHOWN EACH
WAY AND LAPPED
18" WITH FLOOR
REINFORCEMENT.
MIN. 3"
CLEARANCE
FROM EARTH
PLANS EXPIRE: PANS VALID FOR THIS
BUILDING DEPT. ONLY:
JANUARY 31, 2019
at
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
_. LePET,4'
T. No. 56714
Dfgk* goad by
CITY OF ATLANTIC BEACH
RESIDENTIAL
GENERAL NOTES AND
DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904)858-4300
NOT TO SCALE DWG. BY. MAC
SHEET 1 OF 4 APPROVED BY. L
1/2" WHITE VINYL JOINT
STRIP (N/A FOR PAVER
DECKS)
CONCRETE DECK (OPTIONAL)
WITH SLIP RESISTANT TOPPING
ON COMPACTED GROUND WITH
ALL ORGANIC MATERIAL
REMOVED. 4" THK, WITH FIBER
MESH, 6" WITH #3 REBAR
3 EA #3 REBAR CONTINUOUS 18"
LAP SPLICES AS NECESSARY
3"
STD. REINF:
#3 REBAR 0 10" O.C. B.W. MIN.
COVER 3" (EARTH SIDE), 2"
(POOL SIDE). REFER TO
STRUCTURAL NOTE#1 FOR
ALTERNATE SCHEDULE.
8"-11"
WATER LINTILE,
GLAZED, MI .4"
TYPICAL POOL WALL SECTION
SCALE: N. T. S.
SPA WALL
SCHEDULE
DEPTH OF
CONCRETE
WATER FT
b
(OR 1 - 04 BAR)
INCHES
3.0
TYPICAL WALL RE
URN, OR
6
M
I
VACUUM FITTING,
WITH
10
5.0
WATER STOP F
GE
REINFORCEMENT #3-
10INCH CENTERS.
LIGHT FIXTURE &
THICKNESS (T) OR
V G
REINFORCEMENT MAY
NICHE
FOR AESTHETICS OR
JANUARY 31, 2019
MIN. 15" LAP EITHER
SPA DETAIL
JN�
N.T.S.
R■6"WHENHe
CITY OF ATLANTIC BEACH
RADIUS INCR
. 2'-0" WHEN H
S 6"FOR EACH 1'OF DEPTH < 5'-0"2
5'-"
- #3 EACH WAR
RADIUS iNCREAS
S 1'FOR EACH 1'OF DEPTH > 5'-0"QUARTZ
A
GREGATE PLASTER FINISH
SHO
RETE/GUNITE
WALL
6" MIf
SHELL
LIGHT NICHE DETAIL
N. T. S.
TYPICAL POOL WALL SECTION
SCALE: N. T. S.
SPA WALL
SCHEDULE
DEPTH OF
CONCRETE
WATER FT
THICKNESS
(OR 1 - 04 BAR)
INCHES
3.0
g
3.5
6
4.0
8
4.5
10
5.0
10
VERTICAL
REINFORCEMENT #3-
10INCH CENTERS.
NOTE: GREATER WALL
THICKNESS (T) OR
DOUBLE CURTAIN
REINFORCEMENT MAY
BE USED IF REQUIRED
FOR AESTHETICS OR
PLUMBING
SEE SPA WALLS
H.
DECK SLAB r� g"
SEE STRUCTURAL
8"
2 - #3 BARS
NOTE 15
(OR 1 - 04 BAR)
LOCATION
AT GRADE
got, �I
�
HORIZ. REIN. 03 BARS e" 1
IIS
O.C. FOR FREE STANDING Y
b
WALLS =
VERT. REINF. SEE SPA
TYPICAL REINF.
WALL SCH.
I 10" O.C. E.W.W.
TRVWATER OUGH fO
i
I
--r _
•'
BUILDING DEPT. ONLY:
FLOOR REINF. CONT.
II
FROM SPA TO POOL
JANUARY 31, 2019
MIN. 15" LAP EITHER
SPA DETAIL
DIRECTION
N.T.S.
MIN.
DECK SLAB r- VINYL / 3" MIN. (TYP.)
�—'
,L� m
SEE STRUCTURAL NOTE 15 I
BOND BEAM REIN. 3-83 ( b
BARS (TYP. FOR ALL
BOND BEAMS)
CANTILEVER DECK DETAIL
N.T.S.
03 BAR BEND
AS SHOWN
EXPANSION JOINT
SKIMMER DETAIL
N.T.S.
BEND DOWN
BOND BEAM BARS
OFFICEr"'
EXPANSION JOINT W-1111
12"
DECK SLAB r� g"
AT GRADE
LOCATION
AT GRADE
got, �I
ALTERNATE LOCATION OF I
BOND BEAM BAR (TYP)
b
COPING DETAIL
N.T.S.
8"
DECK SLAB
343 I b
MINIMAL BOND BEAM
N.T.S.
NOTE: MAYBE USED WITH
SAND, GRAVEL, OR ROCK
SOIL CONDITIONS ONLY.
WATER
TROUGH
12"
ALTERNATE
PLUMBING
AT GRADE
LOCATION
AT GRADE
PLANS EXPIRE.
PLANS VALID FOR THIS
TRVWATER OUGH fO
i
I
OR ELEVATED
� T
BUILDING DEPT. ONLY:
OR
II
JANUARY 31, 2019
CITY OF ATLANTIC BEACH
SHEER DESCENT DETAIL
N.T.S.
Certiflcate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSON 4
'� Y,,9236
Ile.�``� C L :'.ETA' *
, ` • •
>; No. 56714
`�' • *�9KaYy 09.1d by
E.
•
RESIDENTIAL
STRUCTURAL DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904)8584300
NOT TO SCALE SHEET 2 OF 4 DM. BY, MAC
APPROVED BY:•EL
37 MIN. (EpGE OF OUTLET)
3'0" MIN. (EDGE OF OUTLET)
q:
OUTLETS IN PARALLEL TO ONE PUMP
3'0" MIN. (EDGE OF OUTLET)
PARALLEL OUTLETS TO TWO PUMPS
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUT 31DE 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.
3. THE FLOW RATING OF EACH COVER/GRATE 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 LS.
DUAL SUCTION OUTLET ARRANGEMENTS
3'0" MIN. (EDGE OF OUTLET)
3'0" MIN. (EDGE OF
OFFICE
-BFT/S
SUCTION PIPE I MAX FLOWMAX FLOW
DIAMETER (GPM) (GPM) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
3"
8"
53 55
90 79
138 124
238 215
540 488
SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
ANY SHAPE
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" TEE 2" 90" BEND (TYP.
OF 2)
12" AIR GAP (MIN.)
OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL MAXIMUM UNDERWATER
LENGTH OF VENT PIPING: 30
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING FEET FROM TEE ON\-2-"NTSUCTION PIPING TO AIR GAPNG
NOTES: SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. TO SUCTION PIPING LABEL VENT AS FOLLOWS: "POOL
2, TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL B LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. SAFETY DEVICE - DO NOT HANDLE"
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALLE AT LEAST 11 MCE THE SYSTEMS MAXIMUM FLOW RATE. f,
VENT LINE DETAIL
THREE -OR -MO E SUCTION OUTLET ARRANGEMENTS SUCTIONOUTLET—,,.
A-
NOTES PLANS EXPIRE: PLANS VALID FOR THIS
.
DEBRIS OUTLET MOUNTED BUILDING DEPT. ONLY:
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSUASME A712.19.8 -LATEST, "SUCTION ITTINGS FOR USE IN IN POOL FLOOR
SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATE 3 SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROU H THE GRATE(S). JANUARY 31, 2019
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATE$ .THE FOLLOWING C I TY O F ATLANTIC BEACH
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSIMSP-7: A) SU
WIR ACE SKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DU SUCTION OUTLET
SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABL SUCTION OUTLET
SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFOR LNG TO ASME/ANSI SEE NOTE 1 BELOW
A'112.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANS SME Al 12.1 9.8 LATEST RESIDENTIAL
AND ASTM NS T 04); G) GRAVITY FLOW A A VENTED COLLECTOR TANK; H) OUTLET LIMPS IN SERIES; I) OR �%mffid—:
SUCTION OUTLET NOTES
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND I APPROVED BY THE
AUTHORITY HAVING JURISDICTION. Certificate of Authority No. 28177
3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS SHALL BE SIZED TO CIRCULATION LINE TO LEAF 4337 PABLO OAKS COURT, SUITE 101 AND DETAILS
ALLOW MAXIMUM VELOCITY OF SIX (8) FEET PER SECOND WHEN ONE OF A PAIR IS B OCKED. ALL OTHER CANISTER / RECIRCULATION JACKSON 4
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET ER SECOND. PUMP MINIMUM PIPE LENGTH 18" `\`; \��%�3
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, OKEN, OR LOOSE. NOTE:
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY
le
THROUGH A COMMON LINE TO THE PUMP. 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) �\ 0000
• • • ••••�/ � CROWN POOLS INC.
8. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE O NPI OUTLET. ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE �� � • F • % CPC #1458979
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED • • v i
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVERiG TE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. 2 -� N0. 56714�� ? 3002 PHILLIPS HIGHWAY
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TOCONTROL FLOW THROUGH
THE OPEN AREA OF THE COVER/GRATE. ♦ : *� sy"dby o HE = JACKSONVILLE, FL 32007
•
OUTLET SUMPS IN SERIES"� ' (904) 858-4300
Ire . ••• r O e• •ea DM BY: MAC
NOT TDMALE SHEET 3 OF 4 APPROVED BY: JEL
TRANSFORMER REQUIRED FOR
LOW -VOLTAGE INSTALLATIONS ONLY
3' MIN. FROM INSIDE WALL
BONDING CONDUCTOR.
REFER TO NOTE #7
JUNCTION
BOX
4'
12V/ 300W WITH LOW WATER
CUT-OFF OR 120 VAC W/ GFCI
PER NEC
300 WATT
UNDERWF
LIGHT
IMMING POOL BONDING t
COPPER WIRE
TIMECLOCK
DANEL
SPST
TOGGLE
SWITCH
I DISCONNECT
PUMP
J L 12 V TRANS
1
1
1
I REFER TO
( NOTE 4
.1
R
T
1
1
I
I
1
1. ALL LECTRICAL SHALL CONFORM WITH ART 880 NEC -
#12 IN W COND. LATE ST
2. BON ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
AND ALL FIXED METAL PARTS NOT SEPARATED BY
PERI 4ANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM
WAT ER. 12 FT VERTICALLY OF MAX WATER LEVEL.
ELECTRICAL DIAGRAM
SERVICE PANEL —�� INCOME? G POWER SUPPLY
POOL LIGHT
NEUTRAL BAR
TO GROUND
PUMP
MOTOR- GROUND BAR
NEUTRAL BAR TRANSFORMER
FLEXIBLE CORD
3 CONDUCTOR GROUNDING TERMINAL
H -N -G
#B BOND TO #8 BOND TO
STRUCTURAL STEEL GROUND BAR �*S BOND IN STRUCTURAL
PVC CONDUIT STEEL
CONTROL PANEL
TYPICAL GROUNDING SCHEMATIC
ENERGY EFFICIENCY NOTES
I. 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:
t.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION
t.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY
POOL SYSTEMS
I.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
300 WATT UNDERWATER LIGHTS SHALL BE NEC.
APPROVED AND SHALL FEATURE STAINLESS STEEL
FORMING SHELL WITH BRASS MOUNTING RING.
SHELL SHALL HAVE A V 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 380° DOUBLE WALL SYNTHETIC GASKET.
SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB 6 —
300W,12V LAMP OR 120 VAC W/ GFCI PER NEC
08 AWG PRESSURE GROUND
CONNECTOR TO COMMON
BONDING WITH REINFORCING
STEEL OR PLUMBING
JUNCTION BOX (IF USED)
LADDER, HAND RAIL, TRANSFORMER
DIVING BOARD, ETC...
METAL CONDUITSREINFORCING"
POOL
REINFORCING 1
OR PIPING SYSTEM _\ STEEL \
PUMP MOTOR
POOL LIGHT DETAIL
POOL LIGHT
HEATER CASE
•
TYPICAL BONDING SCHEMATIC
CONTROL
PANEL
OFFICE COPY
ELECTRICAL NOTES:
1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC
ARTICLES 250 AND 880. 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 880. BOND TOGETHER REINFORCING
BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS
USING 08 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 880 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 880. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED
UNDER THE POOL OR WITHIN V HORIZONTALLY FROM THE INSIDE WALL OF THE POOL
UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC
ARTICLE 880. 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 15',
BUT LESS THAN 25' IN LENGTH, PROVIDE 08 AWG CONDUCTORS AND 08 GROUND. NO 12V
CIRCUIT SHALL BE MORE THAN 25' IN LENGTH.
4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 1B_
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 8 FT,
8 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL.
S. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
EQUIPMENT, IF APPLICABLE,
8. 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 (RESAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 8 X 8 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 880.28(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 05, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE 08 AWG
BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 41NCHES TO 8 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.880.28(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE
WITHIN FBC.
PLANS EXPIRE:
JANUARY 31, 2019
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
0!" LeF•
> No. 56714
• glt•I�•Agn•aa
•. 0 4
PLANS VALID FOR THIS
BUILDING DEPT. ONLY:
CITY OF ATLANTIC BEACH
RESIDENTIAL
ELECTRICAL NOTES
AND DETAILS
10-1�
CROWN POOLS, INC.
Z
CPC #1456979
=
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
WT"E
(904) 858-4300
NOT TO SCALE SHEET 4 OF 4
DWG. BY:
APPROVED BY:
ATLA
IMPERVIOUS CALCULATIONS
5 8TH STREET,
TIC BEACH, FLORIDA
LOT = 7700 SQFT
COVER SHEET
HOUSE = 2322 SQFT
CLEARANCE SHEET/SURVEY
NEW PAVER DRIVEWAY = 450 SQFT
NEW FRONT PATIO AND STEPS = 110 SQF
T
NEW POOL = 512 SQFT
NEW POOL DECK = 448 SQFT
DECK PLAN
TOTAL COVERAGE = 3842 SQFT
DRAINAGE PLAN
TOTAL IMPERVIOUS = 49%
APSP SHEET
INDEX
PAGE 1
COVER SHEET
PAGE 2
CLEARANCE SHEET/SURVEY
PAGE 3
POOL PLAN
PAGE 4
DECK PLAN
PAGE 5
DRAINAGE PLAN
PAGE 6
APSP SHEET
PAGE 7
TDH SHEET
PAGE 8
MAIN DRAIN CUT SHEET
PAGE 9
INTELLIPRO CUT SHEET
PAGE 10
PLM CUT SHEET
PAGE l l
HEATER CUT SHEET
PAGE 12
ENGINEERING PACKET
(SINGLE FAMILY HOME)
3002 Phtll ps Highway
Jacksonville, FL 32207
( 904) 858-4300
www,crownpcdslnc,com
Numlty l f&N rAS
PPOICT INFOPMA110N
WAWIN6 llT :
M,MIT PACK
PI;OJFCT:
145 8TH 5M,�,FT MANIC
LEACH FLOMPA
5NFFT
I OF 12
5C&EE
N/A
PAT�i
6,21,18
K'PAWN IN;
HW65
POOL AREA: 512 5Q FT
POOL PERIMETER: 9G LNFT
NOTES
I .POOLGUARD INGROUND POOL ALARM (MODEL PGRM-2)
TO BE INSTALLED ON POOL DECK
2. POOL TO BE SURROUNDED WITH POOL CODE 48" FEN(
AND SELF LATCHING GATES
CONCEPT
—4'—------------32'---4'—t----IZ_4.
Q 5PA JET5 FUTURE 4 INCH THICK CONCRETE 1
I PATIO WITH THICKENED EDGE
I I 1
(1) GLOBRITE
(AT CENTER-
OF
ENTER OF 5PA) 3' r•c e°
I
m
I
I
SNH<;�T; 5 OF 12
DRAWINGS 5HALLHAVE PRECEDENCE
WATER WATER
12"X 24°
DEPTH I DEPTH
CAST STONE
"
I
N COPING
SCAL�. 61
'POOL EQUIPMENT SET AND PLUMBING
(2) PENTAIR
LE
1 2" WIDE (
RUN SUBJECT TO VARIATION PENDING
I
LIGHTOS L GD TS
5PA
I
—4
--
I
SPILLWAY I
f7pAWN 11Y; NWGS
1
8 W/D®`�) I
/
d 448 50FT POOL DECK (2) 14°
(MATERIAL TBD)
(1) GLOBRITE (AT CENTER
OF 5UN5HELF)
(1) 24" WIDE
504 50FT EXI5TING LANAI
HOUSE
4'
WOOD
3002 Pkilhp5 Hickway
Jack5orvllc, FL �2207
( 904) 858-4 00
www crowrlpod5lnc,com
NuM p Mf&5 PM
PP,OJFCT INFOPMATION
PkAWNG lllf ;
CONC5pf
rr,olCT
145 8TH 51�Ef AtAWC
3fACH rLOFIt7A
'WRITTEN DIME5NION5 ON THE5E
SNH<;�T; 5 OF 12
DRAWINGS 5HALLHAVE PRECEDENCE
OVER SCALE DIMENSIONS.
SCAL�. 61
'POOL EQUIPMENT SET AND PLUMBING
RUN SUBJECT TO VARIATION PENDING
PATS: 6,6,18
UNFOR5EEN SITE CONDITION5.
f7pAWN 11Y; NWGS
POOL AREA: 512 SQ FT
POOL PERIMETER: 96 LNFf
NOTES
1. DECK SLAB TO 4" THICK 3500 PSI CONCRETE
DECK DRAIN TO TERMINATE AT END OF DECK.
ADAPTOR TO BE PLUMBED IN A 24" PIECE OF
PVC PIPE RAN OUT AND STUBBED UP AND
LABELED. (HOOK UP TO YARD DRAINAGE BY
OTHERS)
40 LNPT
DRAIN
O 1-W)
DECK
----------- 40' -------++-------- -
448 SOFT POOL DECK OFJ
(MATERIAL TBD) ;it FALL
HOUSE
4'
e OFI
FALL
FUTURE WOOD
X002 Phillips Highway
Jack5onvillc, FL X2201
(904)858-4300
www,crownpool5inc. corn
NIIMD�R PML5 PAS
FF,OlCT INFOFMAT10N
MAW % TITLF
CONCFFf
rp,OlcfT
145 8TH 5TVT ATLANTIC
5HFFf: 4 OF 12
'WRITTEN DIMESNIONS ON THESE
DRAWINGS 5MALL HAVE PRECEDENCE SCALF; I
OVER 5CALE DIMEN51ON5.
'POOL EQUIPMENT SET AND PLUMBING PAT: 6'6'18
RUN SUBJECT TO VARIATION PENDING
np,AWN 13Y,
UNFOR5EEN 517E CONDITION5.
POOL AREA: 512 50 FT
POOL PERIMETER: 96 LNFf
NATURAL SWALE
NATURAL SWALE
HOUSE
DRrVEWAYS TO BECOME
PERMEABLE PAVERS
NEW CONCRETEPATIO
AND STEP STONES
ATURAL
SWALE
3002 Pkill ps Highway
Jacksonville, FL 32207
( 904) 858-4300
wwwcrownpcdsinc,com
Numrtp rlff&5 PAS
ppOJFCT INFOPMA110N
WAWIN61IU1
PMNAGF FLAN
t'I;OlCT,
145 8TN 51?Ef AtAN11C
PACH FLOPIPA
5ptt f
5 OF 12
PATE:
6,21.18
[?PAWN IN
HW65
GENERAL NOTES
.-: - T,
1.
FOR POOL PLAN, SIZE, DECK EXTENTS. SPECIAL DETAILS, SEE
POOL PLAN
2.
ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING
BUILDING 2014 AND FLORIDA
BU.DING CODE RESIDENTIAL. 2014 TOGETHER WITH LATEST REVISIONS A
0 ANSUNSP1 NATIONAL
STANDARD -6 FOR RESIDENTIAL IKIROUND SWIMMING POOLS AND ANSIO
SPI NATIONAL STAN ARO4 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ElE
CODE -LATEST.
3.
ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROV
UNLESS OTHERWISE NOTED.
4.
THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
IN EASEMENTS OR
REQUIRED SETBACK MEAS. POOL CONTRACTOR AND/OR OWNER
VERIFY LAYOUT AND ALL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
6.
CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RL/A
TO POOL AND ITS EQUIPMENT AND
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH RACAL RECHULJI
8 AND ORDINANCES.
6.
CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
CONbTIRUCTION AREA M
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA.
7.
IF A MANUAL FILL WATER SUPPLY IS PROVIDED. A MINIMUM 7 A
BREAK WILL BE PROVIDED. IF
AN AUTOFILL ASSEMBLY 18 INSTALLED. A BACKFLOW PREVENTER WILL
REQUIRED ON THE POTABLE
WATER LIE USED TO SUPPLY THE POOL
S.
ALL STRUCTURAL. FILTRATION. AND ELECTRICAL. DETAILS OUTLINED IN
DRAWINGS ALSO RELATE M
SPA CONBTRUCTION.
9.
ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY
ON^OFF SWITCH MOUNTED
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF
ADJUSTING THE THERMOSTAT
SETTING AND To ALLOW RESTARTING WITHOUT RELKHHTING THE PILOT
EFFK:I94CY RATINGS MUST
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE.
10.
TO EMPTY THE POOL FOR ANY REASON. THE HYDROSTATIC UPLIFT
MUST BE ELIMINATED. THE
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING
PRESSURE. CONTRACTOR
SHOULD CONSIDER INSTALLATION OF GRAVEL SED WITH UNDERD A N
SYSTEM IN AREAS V ERE
GROUNDWATER OOUL.D RESULT IN UPLIFT PRESSURES THAT COULD FLO
AT POOL OUT OF THE GROUND..
11.
THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLANT SAO
ITY COMPONENTS SHALL BE IN
PLACE PRIOR TO FILLING OF THE POOL PRC R4101.17
12.
CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CC
FIRECTED. PLANIPERANT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 108.1
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 I
YEAR.
KNONG ANY PERIOD OF ANY GIVEN
STRUCTURAL NOTES
1.
ALL REINFORCING STEEL. TO CONFORM TO ASTM 616 GRADE 40. REM
LL BE 03 SARSAT 10' ON
CENTER EACH WAY WITH ib' LAP JOINT IN WALLS MIO FLOORS UP TO 6
DEPTH. BETWEEN WAND 10',
USE 03 BARS AT r ON CENTER VERTICALLY N THE AREA OVER f IN DEF
NATE: 84 SARS AT 1r
ON CENTER EACH WAY WITH 2r LAP JOINT IN WALLS AND FLOORS LAP T
8 FST IN DEPTH; BETWEEN B
AND 17. USE 84 BARB AT V ON CENTER VERTICALLY IN THE AREA OVER
IN DEPTH} NOTE APPLIES TO
NORMAL. NON•EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUF�
POSSESS EQUIVALENT FLUID
PRESSURE OF 36 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS
AGAINST BARE EARTH
WITHOUT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3% WITH A
(STEILTEX) BETWEEN
CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2 ".
2.
POOL WALLS SHALL BE MN. 8' THICK AND FLOORS SNAIL BE MN. r
AND SHALL PNEUMATICALLY
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 P81 N
DAYS. CONCRETE DECK SHALL BE
2,000 PSI. CONCRETE WILL CONFORM TO ACI ST
316. MOW" WALL THICKNESS
MUST BE NNCREA� FOR DEPTHS GREATER THAN 87. NOTE AAPPLN
'NORMAL.' SOIUU ONLY.
3.
POOL OR PATIO SHAT SEAR ONLY ON ROCK OR CLEAN SAND. WlMCH
BE COMPACTED TO PROVIDE A
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL.
N EXCAVATION
SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE
WITH ASTABLE MATERIAL
AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL. CANNOT
REMOVED. THE POOL MUST BE
4.
�.
SOILS SHALL HAVE MINIMUM SEARING VALUE OF 1000 PSF.1000 POP
FREBSTANDMG WALL.
6.
THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM F
8Y ACCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF E
XITING STRUCTURE&
CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER I EXI
ITM STRUCTURES HAVE THE
POTENTIAL TO INFLUENCE FORCES ON THE POOL WAIL. OR VICE VERBA
6.
SHOTCRETE (WET OR DRY) SMALL SE PROPORTIONED AND PLACED
TO UBC SECTION I= AND
ACI ON. CEMENT TO AGGREGATE. IN DRY WEIGHT, SHALL NOT BE LESS
HAN FIVE TO ONE,
T.
SHOTCRETE BHA.L NOT BE APPLIED IF AMBIENT AMR TEMPERATURE IS L
SS THAN 40F AND FALLING. OR IF
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN
VY RAW.
S.
SUBSTRATE SHOULD SE FOG -SPRAYED WITH WATER PRIOR 70
APPLICATION TO ALLOW
HYDRATION AND UNLIT RAPID DRYING OF CONCRETE. AND TO COOL
NT STEEL.
9.
IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH
THE FLOOR SWILL BE POURED
PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS.
TION SHOULD COMMENCE IN
CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING
WALL CONSTRUCTION.
10.
IF EXPANSIVE BOLLS (CLAYS) ARE E4NCOUNTLBED, THE SIDES AND
OF THE POOL EXCAVATION
MUST BE N MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF
11.
STEEL SHALL MEET ASTM ASIS -40. LAP SPLIE8
BEAT LEAST 40 BAR DIAMETERS.
ALL BENDS MUST SE SHARP. USC SECTIONS 1007, 1912, AND 1924
BE USED AS A GUIDELINE.
12.
LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY
. NOT SDE-fY4NDE
PERPENDICULAR TO SPRAY.
13.
RESAIR PLACEMENT SHOULD BE BUCK THAT THE DISTANCE FROM THE
SHOTCRETE FACE TO REBAR
SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNI MINUS 7
14.
N AREAS WHERE THE STEEL IS FORCED TOOE7HER
TO CURVATURE OF THE WALL 1
• 04 BM MAY SUBSTITUTED FOR 2 - 86 BARS N ORDER TO MANTAN
MNMUM 2.5 NCH SPACING.
16.
UP TO r DIAMETER PIPING MAY BE PLACED N THE LOWER OUTSIDE
OF THE BOND BEAM
PROVIDED A MINIMUM OF 1.8 NCH CLEARANCE IS MAINTAINED
THE PIPES AND ANY PARALLEL
REMVFORCEMENT.
10.
AN ENGINEER SHOULD BE CONBULTED IF INUBUAL CONDITIONS ARE
NTEREO.
/7.
IF A RAISED BOND SEAM EXCEEDS 21P AND SERVES AS A RETAINING W
FOR SOIL. THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILDUP OF
RTIC PINS.
MINIMUM REINFORCEMENT 03
BARS SPACED IW O.C. E.W.
TYPICAL
TYPICAL POOL V TO t DEEP
SHOTCRETE STEPS OR '
BENCHES A8 NEEDED ---I
I
EXTRA TRANSVERSE 11-%
REMIFORCEMENT•0 10' LENGTH
SPACED ON 10` CENTERS ---•�
BETWEEN MAIN BARB. 1.
CENTERED ON TRANSITION (MAY
BE ELIMINATED IF NO
TRANSITION ) 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
FLOOR BE FLUSH WITH POOL FLOOR.)
SUPPLY HEADER
ImETEENCASEMENTOOCURS
ONLY AT THE RETURN FITTING.
POOL FLOOR INLET DETAIL
N. T. S.
SPRING LOADED VERTICAL
CHECK EQUALIZER VALVE -
TO PUMP ACTION
STRUCTURAL NOTE 6
ESCUTCHEON PLATE
ANCHOR SOCKET
NOISTURSEO
DIL (NO VOIDS)
RUBBER BUMPER
--I I-
r MN.
TYPICAL SWIMOUT DETAIL
N.T.S.
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH SCH 40 PVC PIPE wnMUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE SIZE 6 FTIS 8 FTIS 10 FTIS
1• 18 GPM 21 GPM 28 GPM
Or 37 GPM 60 GPM 62 GPM
r 62 GPM 82 GPM 103 GPM
2W Be GPM 117 GPM 148 GPM
r 138 GPM 181 GPM 227 GPM
r 234 GPM 313 GPM 302 GPM
S' 834 GPM 712 GPM 800 GPM
PUMP SIZE WILL VARY DEPENDING ON THE PLUMP
SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE
SPECIFIC POOL NEEDS.
ab
. WATER LEVEL (CENTER
LINE OF SKUM9i)
EQUALIZER FITTING
/-' W/ VGB-COMPlwrT
GRATE (IF INSTALLED)
- VACUUM FITTING . SEE
NOTE 3 BELOW
1.SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS N THE LI). THROUGH AN
ENGINEERED VENT PIPE. OR INCORPORATE AN EQUALIZER LIE.
2. EQUALIZER LINES, VA USED. SNAIL BE LOCATED ON THE WALL. WITH THE CENTER NO MORE THAN Ir
BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT OOVERIORATE. IF
THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED. THE SKIMMER PORT MUT BE PLUGGED
3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 8'
AND NO GREATER THAN Ir BELOW THE MINIMUM OPERATIONAL WATER LEVE. 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
SPACE
RECOMMENDED
�- LADDER TREADS
SHALL BE
SUP -RESISTANT
POOL WALL
24•
AMAIN DRAIN DETAIL
N.T.S.
RESIDENTIAL
GENERAL NOTES AND
DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, n32007
(904) 858-4300
am& NNr: r_c
SHEET „-CLF 4 AowOMINr.
i
.-: - T,
�11�11!�
-111
II.
24•
AMAIN DRAIN DETAIL
N.T.S.
RESIDENTIAL
GENERAL NOTES AND
DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, n32007
(904) 858-4300
am& NNr: r_c
SHEET „-CLF 4 AowOMINr.
i
iorWHITE VINE JOINT
(OR 1 - AY SM)
LINE TILE.
STRIP (NRA FOR PAVER
DECKS)
GLAZI
, MW. 4•
CONCRETE DECK (OPTIONAL)
WITH SLS RESISTAHTTOPPMKi
WALLS
TYPICAL REWF.
Vim, REINF.Ag0N� (
ON COMPACTED GROUND WITH
ALL ORGANIC MATERIAL
FLOOR REWF. CONT.
REAOveD. 4• THIL WITH FIBER
MESH. r WITH #8 ROM
MIN.16' LAP EITHER
TYPI"W
RETURN. OR
SPAS L
N.TA.
VACUUM I'll
WITH
3 EA Ari REBAR CONTINUOUS 1S,
WATER
FLANGE
LAP SPUCES AS NECESSARY
LIGHT FLXT
B
R -Ir
RADIUS
H•S-"
B' FOR EACH 1' OF DEPTH c 94'
R • 7.0'
RADIUS
H w B.0'
T FOR EACH 1' OF DEPTH > f4r
AGGREGATE PLASTER FINISH
STD. REINP.:
SHOTCRETE WALL
03 REBAR O 10' O.C. S.W. MW.
r MIN sHISLI
c ovER 3' (EARTH a. r
THICKNESS
(POLI- swD Rewt TO
STRUCTURAL NOTE IN FOR
ALTERNATE SCHEDULE,
SCALE: N.T. a
SPA WALL
DEPTH OF CONCRETE
Tmmwdm
WATER FT M CHIEB
3A S
3A S
4.0 S
4.5 10
8.0 10
VERTICAL
REINFORCEAENR93-
10 INCH CENTERS.
NOTE: GREATER WALL
THICKNESS M OR
DOUBLE CURTAIN
REINFORCEMENT MAY
BE USED IF FOOLED
FOR AESTHETIC OR
PLUMBING
SEE STRUCTURAL
NOTE 15
2-PBARS 1 1
(OR 1 - AY SM)
HONZ. REIN. $3 BARS S
O.C. FOR FREE STANDING
WALLS
TYPICAL REWF.
Vim, REINF.Ag0N� (
( to O.C. E.W.
FLOOR REWF. CONT.
FROM SPA TO POOL
MIN.16' LAP EITHER
DIRECTION
SPAS L
N.TA.
2 - 03 EACH WAY
LIGHT NICHE DETAIL
N.T.S.
AT GRADE
ATER
)UGH
OR
WATER
SHEER DESCENT DETAIL
N.T$.
r MIN.
DECK SLAB VINYL . r—
SEE STRUCTURAL NOTE 15
Bolam SEAM REIN. 3.NS I
BARS (7YP. FOR ALL
BOND BEAD
CANTILEVER DECK DETAIL
N.T.B.
EXPANSION JOINT
2-03 'r — �� M BARS
SWMM
AS 8I1 ( _
O
SKIMMER DETAIL
N.T.S.
PLUMBING
LOCATION
gr AT GRADE
,s OR ELEVATED
EXPANSION JOINT j�a' 11'
DECK SLAB—\ s
ALTERNATE LOCATION OF
BOND BEAM BAR (TYP)
COPING DETAIL
N.T.B.
i
fq
MINIMAL BOND SEAM
N.T.S.
NOTE: MAYBE USED WITH
SAND. GRAVEL. OR ROCK
SOIL CONDITIONISONLY.
RESIDENTIAL
STRUCTURAL DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, n 32007
(904) 858-4300
owG..Y:
NTTOWAS SHEET 2, OF APNOM
3'9' MIN. (EDGE OF OUTLET
OUTLETS IN PARALLEL TO ONE PUMP
37 MIN. (EDGE OF OUTLET)
PARALLEL OUTLETS TO TWO PUMPS
ng
1. —JAL OUTLETS SMALL BE SEPARATED BY MINIMUM 8 FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
Z TEE ON THE SUCTION MANIFOLD SERVING THE SHALL SE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
8. THE FLOW RATING OF EACH COVBRKGRATE SMALL SE T LEAST ECILMIL TO THE SYSTEM S MAXIMUM FLOW RATE
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN EJ OF THE 37 SEPARATION REQUIREMENT. LLONE (1) ON THE BOTTOM AND ONE (1) ON THE
VERTICAL WALL. OR ONE (1) EACH ON TWO C� SEP vERTICAI. WALLS.
3V MIN. (EDGE OF
OUTLETS IN PARALLEL
ECCENTRICALLY TAPPED PIPING
OUTLETS IN PARALLEL
LOOPED PIPING
1. THE OUTERMOST OUTLETS SHALL BE SEPARA BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE SHALL 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 TES SHALL BE AT LEAST TWICE THE SYSTEMS MAXIMUM FLOW RATE.
Wail
NOTES:
1. ALL COVERSIORATES SHALL COMPLY WITH ANSUASME Al 12.194-L
SWIMMING PODIA, WADING POOLS. SPAS AND NOT TUBS.* RECON
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY C
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH M
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH AN
OVERFLOW SYSTEMS THAT PROVIDE 199% OF THE REQUIRED SYS
SYSTEMS: C) THREE-0RAWRE SUCTION OUTLET SYSTEMS: o) 810
SYSTEMS: E) SINGLE OIRLET SWIM JET SYSTEMS (TESTED AND LN
Al 12.19.8), F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACC OR
AND ASTM F23W 44k G) GRAVITY FLAW TO A VENTED COLLECTOR
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF I
AUTHORITY HAVING JURISDICTKX
3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE B
ALLOW MAW" VELOCITY OF SD( (S) FEET PER SECOND WHO N O
SUCTION PIPING SMALL SE SL2ED TO ALLOW MAXIMUM VELOCITY C
4. POOLS OR SPAS SWILL NOT BE OPERATED P SUCTION OUTLET CGP
IL SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAVA
THROUGH A COMMON UNE TO THE PUMP.
S. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER IN
7. FIELD BUNT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OR
CLOSER THAN 1.8 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM
SUMP IS OF THE DESIGN SPECIFIED BY THE COVERIGIRATE MANUA
THE OPEN AREA OF THE COVERIGRATE.
OUTLET ARRANGEMENTS
'EST, 'SUCTION FITTINGS FOR USE IN
ENDED: GRATES SHOULD BE WSTALLED
1.S FTIS THROUGH THE QRATE(S).
YAPSR7, LATEST. THE FOLLOWING
IPSP -7: A) SURFACE SKIMMING TNG OR
BA FLOW. B) DUAL SUCTION OUTLET
E UNSLOCKASI.E SUCTION OUTLET
® AS CONFORMING TO ASM IVAHEI
WCE WITH ANBIABME A112.19,10"TEST
MNK: H) OUTLET BUMPS IN SERIES: 0 OR
BYAPSP-7 AND IB APPROVED BY THE
CTION OUTLETS) SMALL BE SIZED TO
E OF A PAIR IS BLOCKED, ALL OTHER
EGHT (S) FEET PER SECOND.
TE E MISSING. BROKEN. OR LOOSE.
THROUGH THEM SIMULTANEOUSLY
SUCTION PIPE EXITING OUTLET.
NO OF THE SUCTION PIPE WILL BE NO
F THE C OVEt7GRAiE OR SUCH THAT THE
TURER TO CONTROL. FLOW THROUGH
SEE NOTE 1 BELOW
CIRCULATION LINE TO LEAF
CANISTER I RECIRCULATION
PUMP
SINGLE UNSLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
SINGLE UNSLOCKABLE CHANNEL OUTLET TO TWO PUMPS
LARGE UNSLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
1. SINGLE CHANNEL OUTLET: r OR GREATER IN WIDTH AND 31' OR GREATER IN LENGTH (APPLIES TO PERFORATED AFWK
2. SINGLE UNBLocKABIE OUTLET: SHALL BE OF ANY SUM AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE
SUM PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT R CREATES A BODY SUCTION
ENTRAPMENT HAZ&M. THE TORSO E REPRESENTED AS A RECTANGLE Ir X 2r WITH CORNERS OF RADIUS 4.
SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS
tr AIR GAP (NEN.)
MAXIMUM UNDERWATER
LENGTH OF VENT PIPMG: 39
FEET FROM TEE ON
SUCTION PIPING TO AIR GAP
DEERS OUTLET MOUNTED
IN POOL FLOOR
MINIMUM PIPE LENGTH Ir
1. ONE OF THE FOLLOWING OPTIONS E REQUIRED BETWEEN THE OESRIS SUCTION OUTLET AND THE PUMP: A)
ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVERKGRATE LOCATED A MINIMUM OF 18' FROM THE
TEE IN THE SUCTION LINE TO THE PUMP(Sr B) AN ENGINEERED VENT SYSTEM: C) A LISTED MANUFACTURED
SAFETY VACUUM RELEASE SYSTEM.
OUTLET SUMPS IN SERIES
r 90' BEND (TYP. VELOCITY a S FT 15
OF 2) BCH b SCH 9a
SUCTION PIPE MAX FLAW MAX FLO
DIAMETER I (GPM) (GPM)
1 21I7 1 90 I 79 1
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
LABEL VENT AS FOLLOWS.'POOI
SAFETY DEVICE - DO NOT HANDLE'
To SUCTION PIPING N—r VENT PIPING
VENT LINE DETAIL
w
RESIDENTIAL
SUCTION OUTLET
NOTES AND DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904) 858-4300
am. 9r.=
WrTO"AG SHEET 3 OF 4 Ate ft. +n�
TRANSFORMER REQUIRED FOR
LOW -VOLTAGE INSTALLATIONS ONLY
BONDING CONDUCTOR.
REFER TO NOTE 9
BONDING GRID.
REFER TO NOTE 0
JUNCTION
BOX
w MIN.
b
POOL DECK
300 WATT
UNDERINA
LKGHT
� SPIT
TOGGLE
SWITCH
018CONNECT
PUMP
12 V TRANS. fig
3 N12 IN)P COAD.
12W 300W WITH LOW WWATIER
CUT-OFF OR 120 VAC W/ OM
PER NEC
1.s.
t.b.
2.
REFER TO
NOTE 4
3,
3a.
3b.
S.C.
4.
1. ALL ELECTRICAL SHALLOONFORM WITH ART S80 NEC -
LATF-ST
2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
AND ALL FIXED METAL PARTS NOT SEPARATED BY
PERMANENT BARRIER. F WITHIN 6 FT HOFJWNTALLY FROM
WATER, 12 FT VERTICALLY OF MAX WA7SR LEVE..
ELECTRICAL DIAGI
PANEL
NEUTRAL
1L. r TO
GROUND BM
grEUTRAL BAR TRANEFORBER
r
` 3C04DUCTOR I
HJ - G
NS BOLD TO
STRUCTURAL STEEL GROUND BAR N8 80ND
CONTROL PANEL PVC COM
TYPICAL GROUNDING
"NO POWER SUPPLY
POOL LIGHT
IND
FLEXIBLE CORD
GROUNDING TEIBVMI4A1.
NB BOND TO
STRUCTURAL
STEEL
HEMATIC
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:
WHERE PUBLIC HEALTH STANDARDS REQUIRE 2449XM PUMP OPERATION
WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE44EAT RECOVERY
POOL SYSTEMS
WHERE PUMPS ARE POWERED EXCLU8NELY FROM ON-SITE RENEWABLE
GENERATION
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-REOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN
OPERATING SEASON.
POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS:
POOL PUS MOTORS SHALL NOT BE SPLIT -PHASE. SHADED POLE OR CAPACITOR
START INDUCTION RUN TYPES
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.
POOL PUMPS MOTOR CONTROLS SHAD. HAVE THE CAPABILITY OF OPERATING THE
POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED
SHALL BE THE RESIDENTIAL FILTRATION SPEFD WITH A HIGHER 8PEED OVERRIDE
CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCIIED ONE NORMAL CYCLE OR
24 HOURS. WH04EVER 18 LESS. EXCEPTION: SOLAR POOL HEATING SYSTEM
SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE
SOLAR HEAT GAIN.
HYDRA" SYSTEMS FOR NEW POOLE MUST BE DESIGNED IN ACCORDANCE WITH
APSP-16. 'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND
SPA ENERGY EFFICIENCY'
TO GROUND FAULT CIRCUIT
INTERRUPTER THEN TO POWER
SOURCE WITH TRANSFORMER
JUNCTION BW -
RIGID. MMC OR NON METALLIC
CONDUIT
BRASS OR NON METALLIC
CONDUIT OR APPROVED
EQUIVALENT
300 WATT UNDERWATER LIGHTS SWILL 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 SMALL BE HOUSED IN A
STAINLESS STF.EI. ENCAPSULATION BOLTED TO A
CHROME PLATED FACE RING FOR CAMPUS@ 04 OF
A 300' DOUBLE WALL SYNTHETIC GASKET.
88 LIGHT FIXTURE i FICHE WW COMPRESSION HUB t
30DW.12V LAMP OR 120 VAC W/ GPOI PER NEC
JUNCTION BOX(F
LADDER. HAND RAIL. TRANSFORMER
DIVING BOARD. ETC...
POOL
METAL CONDUITS REINFORCING
OR PIPING SYSTEM, STEEL
PUMP
w MIN.
08 AWG PRESSURE GROUND —'
CONNECTOR TO COMMON
BONDING WITH REINFORCING
STEEL OR PLUMSPIG
POOL LIGHT DETAIL
POOL LIGHT
HEATER CAN
CONTROL
PANLL
I&gI
TYPICAL BONDING SCHEMATIC
GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH
NEC ARTICLES 260 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 BODED PER NEC ARTICLE 260 AND 680. BOND
TOGETHER REINFORCING OARS USING STEN. TIE WIRES BOND ALL METAL PARTS
TO POOL REINFORCING BARS USING 88 AWO COPPER WIRES THESE METAL PARTS
INCLUDE. BUT ARE NOT LIMITED TO LAMM. RAILINGS. PIPING, CONDUIT, METAL
DOOR FRAMES AND METAL PARTS WITHIN S OF INSIDE WALL CF POOL.
CONNECTION SHALL BE EXOTHERMIC WELD. LISTED PRESSURE CONNECTORS OR
CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS O.E. FOR TOWERS OR SLIDES)
PER NEC ARTICLE 260 AND 680 AND NEPA M. F REINFORCING BARS ARE
ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGIN
BEFORE PROCEEDING.
2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES
260 AND SW. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING 94ALL NOT BE
PERMITTED UNDER THE POOL OR WITHIN B HORIZONTALLY FROM THE INSIDE WAIL
OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT
PERMITTED BY NEC ARTKII E SM ALL RECEPTACLES SHALL BE LOCATEDAT LEAST
IV FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL
SHALL HAVE OFC/ PROTECTION. ADDITIONALLY. ALL UNDERWATER LIGHTING 8 4ALL
BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED
OVER POOLS SHALL BE NOT LESS THAN 1r ABOVE MAXIMUM WATER LP41 L
3. F APPLICABLE. PROVIDE N12 AWG CONDUCTORS AND GROUND FOR 12V
UNDERWATER LIGHTING CIRCUITS LESS THAN f IN 19WM FOR 12V CIRCUITS S
TO IV IN LENGTH, PROVIDE N8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS
GREATER THAN 16, BUT LESS THAN 23 IN LENGTH. PROVIDE 06 AWG CONDUCTORS
AND MS GROUND. NO 12V CIRCUIT SHALL BE MORE THAN W IN LENGTH.
4. OPTIONAL: ELECTRICAL CONTRACTOR BHAL INSTALL NO FEWER THAN ONE
126 -VOLT ib OR 20AMMPM RECEPTACLE ON A GE*MM PURPOSE BRANCH
CIRCUIT. RECEPTACLE SHALL AB LOCATED NOT LESS THAN 10 FT. FROM AND NOT
MORE THAN 20 FT. PRISM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL
BE LOCATED NOT MORE THAN 6 FT. 8 IN, ABOVE THE FLOOR. PLATFORM, OR GRADE
LEVEL SERVING THE POOL.
6. RECIRCULATION PUMP SMALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
EQUIPMENT, F APPLICABLE.
8. AN EQUIPOTENTIAL COMMON BONDING ORD 18 REQUIRED FOR ALL PAVED WALKING
SURFACES WITHIN THREE FEE OF THE INSIDE WALLS OF THE POOL AND/OR SPA
FOR THE ENTIRE POOL PERIMETER. THE BONDING GRD MAY BE COMPOSED OF
STEEL REINFORCING RODS (REBA ft OR 08 SME. SOLD COPPER CONDUICTORS. 8 X
8 X /0 WELDED WIRE FABRIC (MESH)18 ACCEPTABLE WHEN/ PROPERLY INSTALLED
ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES
AND/OR NS SOLID COPPER JUMPERS. THE BONDING GRD MAY NOT BE INSTALLED
DIRECTLY IN EARTH CONTACT OR VVM40UT PROPER COVER. THE INSTALLATION
MUST BE IN ACCORDANCE WITH 691122%C). NATIONAL ELECTRIC CODE (NEC - LATEST
VERSION) AND FLORIDA BUILDING CODE (FOC - LATEST VERSION) W/ LATETT
AMENDMENTS.
7.
THE FOLLOWING 18 AN ACCEPTABLE ALTERNATIVE TO THE BONDING ORD DSD
IN NOTE 110, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE
N8 AWG BARE SOLID COPPER WISE BURIED TO A I"" 011110TH OF 4 MNCY11E8 TO 6
INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM 84810E WALL OF THE
SWIMMING POOL OR SPA. THIS IE DEEMED A PERMISSIBLE ALTERNATIVE OR
EQUIVALENT TO COMPLIANCE WITH SAW.26(C) OF THE NEC (2014). NFPA 2.
ADOPTED BY REFERENCE WITHIN FOC.
RESIDENTIAL
ELECTRICAL NOTES
AND DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, n 32007
(904) 858-4300
NoTow^1 SHEET A -OF APPW=10Y. AL