2347 FIDDLERS LN - POOL DRAWINGSGENERAL NOTES
1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTO FrS POOL PLAN
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2014 AND FLORIDA BUILDING CODE
RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NAT IONAL STANDARDS FOR
RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STAN DARD-3 FOR PERMANENTLY
INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATE T.
3. ALL POOL PIPING TO BE SCHEDULE 40 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 RELATIO TO POOL AND ITS EQUIPMENT AND
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATION 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 W ATMOSPHE C BREAK WILL BE PROVIDED, IF
AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE
WATER LINE USED TO SUPPLY THE POOL.
8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN TH ESE DRAWINGS ALSO RELATE TO
SPA CONSTRUCTION.
9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCE IBLE ON-OFF SWITCH MOUNTED
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT DUSTING THE THERMOSTAT
SETTING AND TO ALLOW RESTARTING WITHOUT RE -LIGHTING THE PILOT L 3HT. EFFICIENCY RATINGS MUST
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE.
10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESE JRE MUST BE ELIMINATED. THE
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PU APING SYSTEM IN AREAS WHERE
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FL O POOL OUT OF THE GROUND..
11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFE TY COMPONENTS SHALL BE IN
PLACE PRIOR TO FILLING OF THE POOL.
12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CO RECTED. PLAN/PERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION.
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED 11 J 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 12" ON
CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN V AND 19,
USE 93 BARS AT 6" ON CENTER VERTICALLY IN THE AREA OVER 6 IN DEPT 1. (ALTERNATE: #4 BARS AT 16"
ON CENTER EACH WAY WITH 20" LAP JOINT W WALLS AND FLOORS UP TO FEET IN DEPTH: BETWEEN 6
AND 10', USE #4 BARS AT 8" ON CENTER VERTICALLY IN THE AREA OVER 6 IN DEPTH). NOTE APPLIES TO
NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID
PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CASTAGAINST BARE EARTH
WITHOUT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A Bfi RRIER (STEELTEX) BETWEEN
CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2 ".
2. REINFORCING STEEL SCHEDULE IN NOTE #1 ABOVE APPLIES TO POOL WA LS W/ 5-1/2" THICKNESS AND
FLOORS WITH 5-1/2" THICKNESS. STEEL SCHEDULE MUST BE REVISED FO I WALLS OR FLOORS THICKER
THAN 5-1/2". FLOORS AND WALLS SHALL BE CONSTRUCTED OF PNEUMAT CALLY APPLIED CONCRETE WITH
A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECKS ALL BE 2,500 PSI. CONCRETE
CONSTRUCTION WILL CONFORM TO ACI STANDARD 318, MINIMUM WALL I 11CKNESS MUST BE INCREASED
FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL" SOILS ONI. Y.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHi LL BE COMPACTED TO PROVIDE A
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL E 4COUNTERED IN EXCAVATION
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
REDESIGNED.
4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF, 1500 PSF FOR REESTANDING WALL.
5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILLIF E BY ACCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF (STING STRUCTURES.
CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXIS TNG STRUCTURES HAVE THE
POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA.
6. SHOTCRETE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACC( RDING TO UBC SECTION 1922 AND
ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS I -IAN FIVE TO ONE.
7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LE 3S THAN 40F AND FALLING, OR IF
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HE VY RAIN.
8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCR TE 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 SHOTCRET E. THE FLOOR SHALL BE POURED
PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS, APPLICATION SHOULD COMMENCE IN
CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING NALL CONSTRUCTION.
10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTC M OF THE POOL EXCAVATION
MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SI iOTCRETE.
11. REINFORCEMENT STEEL SHALL MEET ASTM A615-10: LAP SPLICES SHALI BE AT LEAST 40 BAR DIAMETERS.
UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE.
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIREC ION, NOT SIDE-BY-SIDE
PERPENDICULAR TO SPRAY.
13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR
SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS 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 MINIMUM 2.5 INCH SPACING.
15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE COP NER OF THE BOND BEAM
PROVIDED A MINIMUM OF 1.5" CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL
REINFORCEMENT.
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE EN OUNTERED.
17. IF A RAISED BOND BEAM EXCEEDS 2'O" AND SERVES AS A RETAINING WA.L FOR SOIL, THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF H DROSTATIC PRESSURES.
LADDER
MINIMUM REINFORCEMENT #3 TYPICAL
STRUCTURAL NOTE 5 z CROSS
BARS SPACED 12" O.C. E.W. TYPICAL POOL T TO 8' DEEP BRACE
RECOMMENDED
TYPICALcc
n
SHOTCRETE STEPS OR
BENCHES AS NEEDED
RADIUS
\ x
EXTRA TRANSVERSE
REINFORCEMENT43 10' LENGTH
C,
VDISTURBED
:)IL (NO VOIDS)
SPACED ON 12 CENTERS
14" 18"
BETWEEN MAIN BARS,
CENTERED ON TRANSITION (MAY
BE ELIMINATED IF NO 143 DIAGONAL, E.W.,AT DRAIN
TRANSITION EXISTS) SIMILAR TO LIGHT N16HE DETAIL
LONGITUDINAL POOL SECTION
NTS
I - ;;
TYPICAL SWIMOUT DETAIL
N.T.S.
FINISHED POOL
FLOOR
ADJUSTABI E FLOOR INLET.
AFTER FULL CLOSE, BACK OPEN
1/2 TURN. (FLOOR INLETS SHALL
BE FLUSH WITH POOL FLOOR.)
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH SCH40 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
lye 37 GPM 50 GPM 62 GPM
2" 62 GPM 82 GPM 103 GPM
-� SUPPLY HEADER
NOTE:
CONCRETE ENCASEMENT OCCURS
ONLY AT THE RETURN FITTING.
POOL FLOOR INLET DETAIL
N. T. S.
PLUGGED
EQUALIZER PORT
TO PUMP SUCTION
2)i" 88 GPM 117 GPM 146 GPM
3" 138 GPM 181 GPM 227 GPM
4" 234GPM313 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.
o> �
WATER LEVEL (CENTER
LINE OF SKIMMER)
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 PORT SHALL 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 3"-6" -�
WATER
ANCHOR SOCKET LEVEL
LADDER TREADS
SHALL BE
RUBBER BUMPER SLIP -RESISTANT
POOL WALL
5-1/2'
LADDER DETAIL
N.T.S.
FLOOR REINF. AS PER
- STANDARD PLAN
(�' - -
1 -
-^ TO PUMP I
1 1/2" DIA.
HYDROSTATIC RELIEF
PIPE BOTTOM 12"
PERFORATED. (SEE
GENERAL NOTE 13)
314"- 1 - 1/2"
DRAIN ROCK
2 - #3 BARS BENT
AS SHOWN EACH
II: WAY AND LAPPED
EE18" WITH FLOOR
I REINFORCEMENT.
io II CLEARANCE
FROM EARTH
railove CITY OF ATLANTIC BEACH 24" SQ
SEE PERMITS FOR ADDITIONAL ORO
REOUIREMENTS AND CONDITIONS MAIN DRAIN DETAIL
// DATE:_ra:�� OFFICE COP
REVIEWED BY:�,_�MM�f�
PIAN SSPUM ONE YEAR FROM THE
SIGNATURE DATE OR THE Z"ZCTIVE
DATE OF A MAJOR FIDRM HURDING
CODE CHANGE WHICHEVER IS SOONER
-(umiffst
Certificate of A6tfio�No. 28177
-483701
337 PABLO'OAXSG3URT, SLRTE 101
JACKSONVILLE, FL 32.da : .
304-22_3-9 73 FAX; 866- z�-9236
RESIDENTIAL SWIMMING POOL
GENERAL NOTES AND
DETAILS
THE BATTS COMPANY
CPC037046 CGC055163
1602 NORTH 3rd STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
DWG. BY: RRW
NOT TO SCALE SHEET 1 OF 5 APPROVED BY: SEL
1/2" WHITE VINYL JOINT 8"'11" WATERLINE
i -E,
STRIP (NIA FOR PAVER GLAZED, MIN
4"
DECKS)
CONCRETE DECK (OPTIONAL)
WITH SLIP RESISTANT TOPPING
DEPTH
THICKNESS
ON COMPACTED GROUND WITH
ALL ORGANIC MATERIAL o
REMOVED. 4' THK. WITH FIBER TYPICAL WALL R
MESH, 6" WITH #3 REBAR
URN, OR
VACUUM FITTING,
WITH
3 EA #3 REBAR CONTINUOUS 18" WATER STOP FLA
qGE
LAP SPLICES AS NECESSARY
LIGHT FIXTURE &
SEE STRUCTURAL
NICHE
3" _
MIN. R=6'WHENH=
-0"
RADIUS INCREASES
6" FOR EACH T OF DEPTH < 5'-0"
R = 21-0" WHEN H
RADIUS INCREASES
= T-0"
T FOR EACH V OF DEPTH > 5'-0"
QUARTZ A
GREGATE PLASTER FINISH
STD. REINF.: SHO
rCRETE WALL
#3 REBAR @ 12" O.C. B.W. MIN. 5-1/
SHELL
COVER 3" (EARTH SIDE), 2" THICKNESS
(POOL SIDE). REFER TO
STRUCTURAL NOTE#1 FOR ��—
WALLS=
NL
ALTERNATE SCHEDULE. —
INCH CENTERS AT 5-1/2" WALL THK
TYPICAL POOL WALL SECTION
SCALE: N. T. S.
SPA WALL
SCHEDULE
OF CONCRETE
DEPTH
THICKNESS
WATER FT
WINCHES
3.0 5.1/2"
3.5 5-1/2"
SEE SPA WAI.
L SCH.
SEE STRUCTURAL
4:0 8
6" NOTE 15
4.5 10
2 - #3 BARS
_
(OR 1 - #4 BAR)
It
I I �-
5.0 10
Ir I I'
HORIZ. REIN. #3 BARS 8" L
O.C. FOR FREE STANDING
VERTICAL REINFORCEMENT #3 -12
WALLS=
NL
TYPICAL REINF.
INCH CENTERS AT 5-1/2" WALL THK
VERT. REINF. SEE SPA
I 12" O.C. E.W.
CONSULT ENGINEER FOR
WALL SCH. (
REINFORCEMENT AT GREATER THK
NOTE: GREATER WALL THICKNESS
(T) OR DOUBLE CURTAIN
REINFORCEMENT MAY BE USED IF
— —� — —
REQUIRED FOR AESTHETICS OR
PLUMBING
FLOOR REINF. CONT.
FROM SPA TO POOL
MIN. 15' LAP EITHER
DIRECTION
SPA DETAIL
N.T.S.
:1
ar
3" MIN. (TYP.) EXPANSION JOINT 8"-11 G
DECK SLAB VINYL DECK SLAB 6"
rl07 1Z
fn
—1 TILE _
1 to °D
o SEE STRUCTURAL NOTE 15 I ALTERNATE LOCATION OF '
BOND BEAM REIN. 3-#3 BOND BEAM BAR (TYP)
BARS (TYP. FOR ALL
BOND BEAMS)
M
3" ` CANTILEVER DECK DETAIL COPING DETAIL
MIN. z ¢ N.T.S. N.T.S.
J
J
roQ
2-#3 EACH WAY)
I� 0 5-1/2"
EXPANSION JOINT DECK SLAB
LIGHT NICHE DETAIL BEND DOWN
N. T. S. 243— — — BOND BEAM BARS
ED
#3 BAR BEND I III "
AS SHOWN _ = =C � 343 I a
(
MINIMAL BOND BEAM
SKIMMER DETAIL N.T.S.
N.T.S. NOTE: MAYBE USED WITH
SAND, GRAVEL, OR ROCK
SOIL CONDITIONS ONLY.
10" MIN.
WATER ALTERNATE
TROUGH 12" PLUMBING
LOCATION
III- 1 AT GRADE � _ AT GRADE
to �I
WATER io ( OR ELEVATED
TROUGH OFFICE COPY
F"� I I I A I
OR 3 II
I
plAN EYPHm ONE YEAR FROM THE
SIGNATURE DATE OR THE BFPSLflYE
�� CHANGE is s°�Dw?w RESIDENTIAL SWIMMING POOL
SHEER DESCENT DETAIL
N.T.S.
Q t STRUCTURAL DETAILS
Certificate of Authority, No. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSONVILLE, FL 32224 THE BATTS COMPANY
904-223-9773 FAX: 866-832-9236 CPC037046 — CGC055163
1602 NORTH 3rd STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
I W t {1
--/. 5 q DWG. By: RRW
2
NOT TO SCALE SHEET. OF 5 APPROVED BY: lEL /
PROFESSIONAL ENGINEER
TO" MIN. (EDGE OF
3'0" MIN. (EDGE OF OUTLET)
SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARAL EL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS IN _PARALLE L
NOTES: SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE DGE TO OUTSIDE EDGE OF OUTLET:
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCAT D MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE FLOW RATING OF EACH COVERIGRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. ANY SHAPE
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" SE ARATION REQUIREMENT, I.E.ONE (1) ON THE BOTTOM AND ONE (1) ON THE
VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS
DUAL SUCTION OUTLET ARRANGEMENTS
3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET)
3.0" MIN. (EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
NOTES:
1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIfS 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
OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL
SYMMETRIC PIPING E CENTRICALLY TAPPED PIPING LOOPED PIPING
NOTES:
ET.
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO'OUTSIDE EDGE OF OUTL
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.
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL E AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE.
THREE-OR-MORSUCTION OUTLET ARRANGEMENTS
NOTES:
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATE S SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S 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) SURI ACE SKIMMING OR
'• OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; 8)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 CONFORI AING TO ASME/ANSI
Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI /ASME Al 12.19.8, -LATEST
d AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTORTANK; H) OUTLET SUMPS IN SERIES; 1) OR
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSIIAPSP-7 AND S APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
{ 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO
'I ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS E LOCKED. ALL OTHER
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND.
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE.
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THE SIMULTANEOUSLY
THROUGH A COMMON LINE TO THE PUMP.
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET.
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE StJ CTION PIPE WILL BE NO
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER! 3RATE OR SUCH THAT THE
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CO 4TROL FLOW THROUGH
THE OPEN AREA OF THE COVER/GRATE.
III
SEE NOTE 1 BELOW
2" 90" BEND (TYP. VELOCITY = 6 FT / 5
2" TEE OF 2) SCH 40 SCH 80
SUCTION PIPE MAX FLOW MAX FLOW
12" AIR GAP (MIN.) SEE'^ JJJ DIAMETER (GPM) (GPM)
NOTE
\� 2^ 63 55
MAXIMUM UNDERWATER —
LENGTH OF VENT PIPING: 30
FEET FROM TEE ON
SUCTION PIPING TO AIR GAP
SUCTION OUTLET---___,+
DEBRIS OUTLET MOUNTED
IN POOL FLOOR
CIRCULATION LINE TO LEAF
CANISTER / RECIRCULATION
PUMP MINIMUM PIPE LENGTH 18"
NOTE:
1, ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)
ONE (1) ADDITIONAL SUCTION OUTLET WITH A LILTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE
TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED
SAFETY VACUUM RELEASE SYSTEM.
OUTLET SUMPS IN SERIES
TO SUCTION PIPING
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
LABEL VENT AS FOLLOWS: "POOL
SAFETY DEVICE - DO NOT HANDLE"
VENT PIPING
90 79
138 124
238 215
540 488
VENT LINE DETAIL OFFICE COPY
PIAN EXPIRES ONE TW FROM THS
SIGNATURE DATE OR 7118 SPFSCIIVB
DATE OF A MAJOR FLORIDA RUHMING
CODS CHANGE WHICHEVER IS SOONER
Tow
Certificate of Authority Ne. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSONVILLE, FL 32224
904-223-9773 FAX: 866-832-9236
pi/q/ 1 i %
IIII%IIIiNs",1111%l111MN1111% IIII
NO FOOTER
1. DETAIL IS BASED
DN NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>410
1). TURNDOWN IV
AY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR.
2. TURNDOWN SHALL
BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE
TO
#3 BAR CONTINUOUS
COMPACTED
3. ALL REINFORCINI
BAR CONTINUOUS
4. CONCRETE SHALL
CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI.
5. ALL CONSTRUCT
ON TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2007, FLORIDA BUILDING CODE, RESIDENTIAL
2007 TOGETHER
REFER TO CONT
1 #3 BAR
4" CONCRETE DECKVERTICALLY
1 #3 BAR
@
PAVER BRICK 8"
VERTICALLY @
36" ON CENTER
436,
ON CENTER
•
`v
CV
N O
COMPACTED
4'OR
Q
COMPACTED
N 6
MATERIAL •
FLATTER
MATERIAL
a OR
•'
r
po%�
. A.
B=9"- 1 B"
14TIN
FINISHED
GRADE NOTEw
1 #5 REBAR
CONTINUOUS '4
FINISHED
CO
— 3/ax A
GRADEB
A"
to
OLD GROUND
OLD GROUND
4"0
4" 0 PILASTER EVERY
5' WITH 1 #3 REBAR
5' WITH 1 #3 REBAR
PAVER DECK TURNDOWN
CONCRETE DECK TURNDOWN
IIII%IIIiNs",1111%l111MN1111% IIII
NO FOOTER
1. DETAIL IS BASED
DN NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>410
1). TURNDOWN IV
AY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR.
2. TURNDOWN SHALL
BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE
TO
PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING.
COMPACTED
3. ALL REINFORCINI
3 STEEL IS TO CONFORM TO ASTM 615 GRADE 40.
4. CONCRETE SHALL
CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI.
5. ALL CONSTRUCT
ON TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2007, FLORIDA BUILDING CODE, RESIDENTIAL
2007 TOGETHER
REFER TO CONT
NITH LATEST REVISIONS.
CTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION.
6.
7. IF THE TURNDOIA
N DOES NOT EXTEND INTO THE OLD GROUND, A 4"0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT
WILL BE EITHER
FEET INTO THE GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE
PILASTER WILL H
AVE A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR
1111%1111\ IIII%IIII IIIININ
CONTINUOUS I\IIII%IIID
1 #5 BAR__,
1111%1111: IIIIIIII
FOOTER
PAVER BRICK
COMPACTED n •
MATERIAL .. • ..,'.
4. ••
d_
ALTERNATE PAVERS ON TURNDOWN
SWALE FOR 1 #3 BAR
DRAINAGE 8" VERTICALLY @
36" ON CENTER
A.
a ,
1 #5 REBAR
CONTINUOUS •'
.a.
ALTERNATE PAVER LOCATION
B. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION
FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN
18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED
GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, ATURNDOWN SHOULD NOT BE USED.
9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR
A 12^ TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN
LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN
SHOULD NOT BE USED.
10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST
COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
DECK TURNDOWNS
1111%1111\ 11111111 IIII\Illi%IIIPEI MINKCONTINUOUS D
MOO I I HMO I I INot IIII
FOOTER
FOOTER NOTES: GRADE
12"
1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND 01 Z STRUCTURALLY SOUND SOIL I I I VIA I 11 `"
(>1,500PSI) THAT SHALL BE COMPACTED TO PRI NIDE OPTIMUM BEARING
CAPACITY TO PREVENT SETTLING.
2. CONCRETE SHALL HAVE A 28 DAY STRENGTH O 2,500 PSI WITH FIBER MESH 2 #5 BAR
OR 6x6-10x10W W MESH. CONTINUOUS
3. 3 #3 BARS IS EQUIVALENT TO 1 #5 BAR.
4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER
OVER THE TOP OF THE FOOTER OR ABUTTINGI HE FOOTER. 12" X 12" FOOTER
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL
CONTRACTOR MUST COORDINATE CONSTRUCI ION OF ANY REQUIRED
FOOTER WITH THE SCREEN CONTRACTOR.
TYPICAL FOOTER DETAILS
I
PIAN E W= ONE YEAR FROM THS
SIGNATURE DATE OR THE 9117317M
DATE OF A MOOR FLORIDA DUDDING
CODS CHANGE RHICMM IS SOONER
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSONVILLE, FL'a2224
904-223-9773 FAX: 1166-832-9236
7 1✓
NAL ENGINEER
NOTE:
B—a/a"xA
OFFICE COPY
RESIDENTIAL SWIMMING POOL
DECK AND FOOTER
DETAILS
THE BATTS COMPANY
CPC037046 - CGC055163
1602 NORTH 3rd STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
A C DWG. BY: RRW
4
NOT TO SCALE SHEET OF 5 APPROVED BY: JEL
`v
i
N
N
.
m
.a.
ALTERNATE PAVER LOCATION
B. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION
FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN
18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED
GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, ATURNDOWN SHOULD NOT BE USED.
9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR
A 12^ TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN
LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN
SHOULD NOT BE USED.
10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST
COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
DECK TURNDOWNS
1111%1111\ 11111111 IIII\Illi%IIIPEI MINKCONTINUOUS D
MOO I I HMO I I INot IIII
FOOTER
FOOTER NOTES: GRADE
12"
1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND 01 Z STRUCTURALLY SOUND SOIL I I I VIA I 11 `"
(>1,500PSI) THAT SHALL BE COMPACTED TO PRI NIDE OPTIMUM BEARING
CAPACITY TO PREVENT SETTLING.
2. CONCRETE SHALL HAVE A 28 DAY STRENGTH O 2,500 PSI WITH FIBER MESH 2 #5 BAR
OR 6x6-10x10W W MESH. CONTINUOUS
3. 3 #3 BARS IS EQUIVALENT TO 1 #5 BAR.
4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER
OVER THE TOP OF THE FOOTER OR ABUTTINGI HE FOOTER. 12" X 12" FOOTER
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL
CONTRACTOR MUST COORDINATE CONSTRUCI ION OF ANY REQUIRED
FOOTER WITH THE SCREEN CONTRACTOR.
TYPICAL FOOTER DETAILS
I
PIAN E W= ONE YEAR FROM THS
SIGNATURE DATE OR THE 9117317M
DATE OF A MOOR FLORIDA DUDDING
CODS CHANGE RHICMM IS SOONER
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSONVILLE, FL'a2224
904-223-9773 FAX: 1166-832-9236
7 1✓
NAL ENGINEER
NOTE:
B—a/a"xA
OFFICE COPY
RESIDENTIAL SWIMMING POOL
DECK AND FOOTER
DETAILS
THE BATTS COMPANY
CPC037046 - CGC055163
1602 NORTH 3rd STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
A C DWG. BY: RRW
4
NOT TO SCALE SHEET OF 5 APPROVED BY: JEL
I
1
1
I
I
I
TRANSFORMER REQUIRED FOR
LOW -VOLTAGE INSTALLATIONS ONLY
............................\
////////////////////A//////.%/////////%%%%%�
300 WATT3'MIN.
FROM INSIDE WALL IGHTBONDING
CONDUCTOR.wimmom
Z"
1
i
1
j REFER TO
j NOTE
1
R
T
1
I
1
1
1
1
BONDING GRID.
REFER TO NOTE #6
JUNCTION
BOX �r
4' MIN. I
IIMMING POOL
COPPER WIRE
PANEL SPST
TOGGLE
SWITCH
DISCONNECT
12 V TRANS.
3 #121N y2" COND.
12V/ 30OW WITH LOW WATER
CUT-OFF OR 120 VAC W/ GFCI
PER NEC
ELECTRICAL DIP
SERVICE PANEL
NEU
PUMP
MOTOR GROUND
NEUTRAL BAR TRANSFOF
3CONDUCTOR
t H -N -G
#8 BOND TO
STRUCTURAL STEEL
%_ GROUND BAR
CONTROL PANEL
TYPICAL GRO
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.
S INCOMING POWER SUPPLY
POOL LIGHT
BAR
GROUND
FLEXIBLE CORD
GROUNDING TERMINAL
`- #8 BOND TO
#S BO D 1N STRUCTURAL
STEEL
PVC C NDUIT
SCHEMATIC
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
t.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR -AND WASTE -HEAT RECOVERY
POOL SYSTEMS
1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ONSITE 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 Nv
CONDUIT OR APPROVED
EQUIVALENT
z_
UNDERWATER LIGHTS SHALL BE NEC. APPROVED
AND SHALL FEATURE STAINLESS STEEL FORMING m
SHELL WITH BRASS MOUNTING RING. SHELL SHALL
HAVE A 1" NPT CONDUIT WITH OPENING PACKING
GLAND. LIGHT SHALL BE HOUSED 1N 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 & —�
LED LAMP, 30OW/12V LAMP OR 120 VAC W/ GFCI PER
NEC
#8 AWG PRESSURE GROUND
CONNECTOR TO COMMON
BONDING WITH REINFORCING
STEEL OR PLUMBING
JUNCTION BOX (IF USED) POOL LIGHT DETAIL
TRANSFORMER
iC POOL LIGHT
HEATER CASE
POOL CONTROL
METAL CONDUITS REINFORCING PANEL
OR PIPING SYSTEM STEEL HI o III
1 �
PUMP MOTOR--\ I p
TYPICAL BONDING SCHEMATIC
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 6
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 V TO 15' 1N 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. 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 (NOT
APPLICABLE TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE
AVAILABLE).
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 AND FLORIDA BUILDING CODE 2010 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 FBC. 26(C) OF0�m5pcopy
Y
REFERENCE WITHIN FBC.
PIAN ESPIRBS ONE YEARFROM THE
SIGNATURE DATE OR THE EFFECM
DATE OF A YA70R FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER.
aim
Certificate of Authority No. 28177
4337 PABLO OAKS COURT, SUITE 101
JACKSONVILLE, FL 32224
904-223-9773 FAX: 866-832-9236
t 7
411�I I-.
PROFESSIONAL ENGINEER
RESIDENTIAL SWIMMING POOL
ELECTRICAL NOTES AND
DETAILS
THE BATTS COMPANY
CPC037046 — CGC055163
1602 NORTH 3rd STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
DWG_ By: RRW
NOT TO SCALE SHEET 5 OF 5 APPROVED BY: EL
POOL SHAPE
2 SIZE
3 DEPTHS
4 CAPACITY 9700 94(
5 STEPS BENCH ES
6 SWIMOUT
7SUNSHELF
8 HANDRAIL(Sl
Q, ARARRA1L(S)
n
29 LEAF SKIMMER WALL BRUSH
TEST KIT HOSE
POLE START-UP GHEMiCALS
VACUUM
30' SPA INFORMATION CONCRETE
` ---
6R,"3eo
p4
a
ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMININ13 THE MAXIMUM SYSTEM FLOW RATE. THE
FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED.
SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: OFFICE cv-
MINIMUM
FLOW RATE REQUIRED: 35 GPM PER SKIMMER
1. CALCULATE POOL VOLUME: _3& X N Q X 7. (GAL./CUBIC FOOT)
(SURF. AREA) (AVG. DEPTH) (VOL. IN GAL:)
2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: A X60 (MIN./HR.)= _ 3toO
(H( URS) (TURNOVER IN MIN.)
3. DETERMINE MAX FLOW RATE: 94 f- l o' _ _17 + G %
(VOL. IN GAL.) (TURNOVE MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE)
4. SPA JETS:_ X /S' GPM PER JET = FLOW RATE
(NO. OF JETS) (JET FLOW) (TOTAL JET LOW RATE)
(FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO.3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA)
DETERMINE PIPE SIZES:
BRANCH PIPING TO BE J INCH TO KEEP VELOCITY @ 6 FPS MAX. AT _/ �� GPM MAXIMUM SYSTEM FLOW RATE.
TRUNK PIPING TO BE 2 INCH TO KEEP VELOCITY @ 8 F S. MAX. AT �L GPM MAXIMUM SYSTEM FLOW RATE
RETURN PIPING TO BE _�_ INCH TO KEEP VELOCITY @ 1 FPS MAX. AT L6 3 GPM MAXIMUM SYSTEM FLOW RATE
DETERMINE SIMPLIFIED TDH:
1. DISTANCE FROM POOL TO PUMP IN FEET: qO
2. FRICTION LOSS (IN SUCTION PIPE), IN J INCH PI
3. FRICTION LOSS (IN RETURN PIPE) IN 2 _INCH PII
4. Z_/G X . G y
(LENGTH OF SUCT. PIPE) (FT OF HEAD / I FT OF PIPE) (TDH
5. G/G X '16 _
(LENGTH OF RETURN PIPE) (FT OF HEAD / t FT OF PIPE) (TDH
SELECTED PUMP AND MAIN
PUMP SELECTION
MAIN DRAIN COVER _
z 114 R fAQf 4
(PUMP UODEL & SIZE IN HP)
MODEL)
NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIM
DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR SU
TYPE OF COVER
F70 O DUAL MAIN. =SUCTION OUTLET
f- 3'-►
a O O Q MULTI DRAINS SUCTION OUTLET
L- I CHANNEL DRAIN CHANNEL DRAIN
TDH CALCULATION OPTIONS:
FOR EACH PUMP
F_ CHECK ONE
SIMPLIFIED TOTAL DYNAMIC HEAD (STDH)
t COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS
TOTAL DYNAMIC HEAD (TDH)
COMPLETE PROGRAM OR OTHER CALLS. FILL IN REQUIRED
BLANKS ON WORKSHEET & ATTACH CALCULATIONS
MAXIMUM FLOW CAPACITY
OF THE NEW OR REPLACEMENT PUMP
PER 1 FT. @ /3k GPM = . Gy (FROM PIPE FLOW /FRICTIONLOSS CHART)
PER 1 FT. @ O J GPM = . 16 (FROM PIPE FLOW/ FRICTION LOSS CHART)
�T. PIPE) TDH IN PIPING: ,?l
If
'URN PIPE)
FILTER LOSS IN TDH (FROM FILTER DATA SHEET): S'
NOTES:
1. IF A VARIABLE SPEED PUMP IS USED,
USE THE MAX. PUMP FLOW IN
CALCULATIONS.
2. FOR SIDE WALL DRAINS, USE
APPROPRIATE SIDE WALL DRAIN
FLOW AS PUBLISHED BY
MANUFACTURER.
3. IN -FLOOR SUCTION OUTLET
COVER/GRATE MUST CONFORM TO
MOST RECENT EDITION OF
ASME/ANSI Al 12.19.8 AND BE
EMBOSSED WITH THAT EDITION
APPROVAL.
4. PUMP & FILTER MAKE, MODEL AND
LOCATION CAN NOT CHANGE
WITHOUT SUBMITTING REVISED
PLANS AND TDH WORKSHEET.
HEATER LOSS IN TDH (FROM HEATER DATA SHEET): S�
TOTAL ALL OTHER LOSS:
COVER: TOTAL SIMPLIFIED TDH: Z
GS'_O _ USING PUMP CURVE
FOR SIMPLIFIED TDH & SYSTEM FLOW RATE
,✓/ P 2rr6 L 12Y (SYSTEM FLOW RATE
NOT EXCEED APPROVED COVER FLOW RATE)
OF 35 GPM.
N OUTLETS
CGPM MAX. FLOW
Is GPM MAX. FLOW
Op GPM W/ L s� PORTS
FLOW AND FRICTION LOSS PER FOOT
SCHEDULE 40 PVC PIPE
VELOCI (-FEET PEkM-' OND
PIPE SIZE
6 FPS
8 FPS
10 FP
1"
16 GPM 0.14'
21 GPM
0.23'
26 GPM
0.36
1.5"
37 GPM 0.08'
50 GPM
0.14"
62 GPM
0.21'
2"
62 GPM 0.06'
82 GPM
0.19
103 GPM
0.16'
88 GPM 0.05'
117 GPM
0.09'
;146 GPM
0.13'
3"
138 GPM 0.04'
181 GPM
-6 -0-
227 GPM
0.10'
4" -
234 GPM 0.03'
313 GPM
0.06
'392 GPM
0.07'
6"
534 GPM 0.02'
712 GPM
0.03'
i
CHART
TOTAL HEAD IN FEET CONVERSION CHART
INCHES MERCURY (VACUUM GAUGE)
0 2 1 4 1 6 1 8 110112 114 116 118
0 0.0 2.314.516.8 9.0 11.313.615.8 18.120.3
1 2.3 4,616.8118.320.622.8
9.1 11.4 13.6115.9118.1120.4;22.7
2 4.6 .9 9.11.4 13.7 15.918.2 20.4 22.7 25.0
3 6.9 9.2 11.53.7 16.0 18.2 20.5 22.8 25.0 27.3
4 2 11.513.86. 18.32.522.25.1-127.329.6
5 11.5 1.8.1. 2 .1 27.4 9.6 31.9
1 16.118.4 2 6 2. 2 27. 9.7 1.9 34.2
162 1 .4, 20.7 23.9125.2127.5 29.7 2. 34.3 36.5
18. 2 .0 34. 36.6 38.8
9 20.8 3. 27. .$ 3 . 38.9 41.1
123.126.4.127.6 29.9132.1134.4 .7 41.2 43.4
1 2 - .4 27.7 .9 32.2134.5';7 41. 43.5 45.8
1 27.7 0.0 32.2 34.5 3 .8 9.0 1.3 43.5 45. 48.1
13 30. .5 36. 9.1 41.3 43.6 46.91-48.150.4
14 3 .3 34.8 36. 3 . 41.4 43.6 45.9 48.21W4_ 52.7
15 34. . 39.2 41.4 4 .745.9 48.2 .5 2.7 55.0
16 37.0 39.2 41.50-7 46.0 48. 50.5 52.8 55.0 57.3
17 . 4 43. 46.148.3 50.6 2. 55.1157.4 59.
8 41. 46.1 48.4 .6 52.9 55.1 7.4 7 61.9
19143.9 48.4 .7 2..955.257.4 . 62. .2
2 .2 48.5 .7 .0 64.3 66.5
21 4 .5 . 1 .3166.6168.9
2 1 7. 2. 68.9 71.2
3 .1 5 7.7 71.2 73.5
24 .4 57.7 .062. 64.5 .780.0 71. 73.5175.8'
2 7. . 2.3 . 86.8.89. 71. 73. 5.8 7 .1
2 .1 6 .3 :6 W. 91 71.473.676. 78.180.4
2 .4 64. 66.9169. 71.4 73.7 75.9 78. 80.5 82.7
28 .7 69. 71.5 73.7 76.0 7 80. 82.8 85.0
2 ` .0eg.71.5 73.8 6.0 78. 2 85.187.3.
308 . 71 7 . 76.1 7 0. 8 . 87.4 89.6
31 71. 73.9176.178.4 .7 8 .2 7.4 89.7 92.0
32
.9 76.2178.4 . 83.0 85. 8 . 9.7n2.94.33 7 .2 7 8.3 7. 8 .8 2.6.68 5 0 ' 83.1 5.3 7. 8 . 92. .4 8.935 8 ,9 8 .1 8 .4 87. $9.9 22 94.4 7 01.2
NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH
CHART 2
THE FOLLOWING CUT
SHEETS ARE INCLUDED
PUMP Q HEATER
/L l IF CJ FILTER Q THERAPY JETS
DATE [? 'MAIN DRAIN [7 WATER FALLS
C NTRACTOR SIGNATURE F OTHER
JA.v S t TAr r4 a= SWIMMING POOL SPECIFICATION FOR
CONTRACTORS PRINTED NAME
70
CONTRACTORS CERT. NO.
TO'( 2k4 2Yr-r ,417e,OAI-rrc Zd-*C4!® FG JIM"
CONTRACTORS TEL. NO.
i IntelliFio
r
rmance s
uMP
th 4 Input i
2
VS 3050 and IntellifloVS `-.SVRS 1
RS pump,
I to U.S. Standards UL 1081 for Permanently Connected Swimming Pool and
108-01 Liquid Pumps for Swimming Pools Only (Enclosure 3).
ition to NSF Standard S0 For Self -Priming Centrifugal Pumps For Swimming
Won to Canadian Standards CAN/CSA C22.2 No. 108-01 Liquid Pumps For
valuation to ASME/ANSI Standard A.1 12.19.17.2002 Manufactured Safety
eQulatory standards. Listing status may change. Always confirm status with
lied on spas or hot tubs in Canada.
OFFICE COPY
IntelliFloO
High Performance Pump
(Coned)
J
• Ability to program exact puInN-
operationsL�j,ltering, heating, cleaning, spa Lets, water
features and more—slashes energy costs up to 90%
30—
• SVRS model complies withVirginia Graeme Baker
Cd 3450
Safety Act.
• Buiit-in diagnostics protect the Intell"o pump from
-the most common causes of premature failure—
voltage irregularities (SVRS
overheating, freeZ1ng, and
model includes priming protection as well)
• No SVRS calibrations needed. Built-in SVRS cannot be
Oct
turned off
drVlata
• Safety lock -out feature (password protected) on
se,Wngs i om being
SVRS model prevents pump speed
ethnology,
changed by unauthorized personnel
and maxnnum speeds ori SVRS
ors (used
• Ability to set minimum
model so mnteniFlo will only Operatewitiiln the ranges
up to 90%.
set to help assure safe operation and long life
Pool pump
detects
• Compatible with intelliTouch®, EasYiouce, and
SunTouce pool control systems
ETL Listed as an ASME A 112.
="
• NSF Certified, UL and
19.17.2602 Device
th 4 Input i
2
VS 3050 and IntellifloVS `-.SVRS 1
RS pump,
I to U.S. Standards UL 1081 for Permanently Connected Swimming Pool and
108-01 Liquid Pumps for Swimming Pools Only (Enclosure 3).
ition to NSF Standard S0 For Self -Priming Centrifugal Pumps For Swimming
Won to Canadian Standards CAN/CSA C22.2 No. 108-01 Liquid Pumps For
valuation to ASME/ANSI Standard A.1 12.19.17.2002 Manufactured Safety
eQulatory standards. Listing status may change. Always confirm status with
lied on spas or hot tubs in Canada.
OFFICE COPY
IntelliFloO
High Performance Pump
(Coned)
J
0 20 40 60 80 100 120 140 160
U.S. Gallons per minute
5 10 I5 20 25 30 35
:.. Cubic Meters per hour
Ir dimensions, OFFICE COPY
sions, see IntelliFlo VF
457 for replacement parts
35
30—
100
Cd 3450
LQ-) 25
- L 80
�.
&uu 3 ,
v
3
`0 20-
060
a
�
Vis
15
40
="
10 ,
20
5
4
i'
0
0 20 40 60 80 100 120 140 160
U.S. Gallons per minute
5 10 I5 20 25 30 35
:.. Cubic Meters per hour
Ir dimensions, OFFICE COPY
sions, see IntelliFlo VF
457 for replacement parts
Cd 3450
.1560 rpm
I'50 rpm
0 20 40 60 80 100 120 140 160
U.S. Gallons per minute
5 10 I5 20 25 30 35
:.. Cubic Meters per hour
Ir dimensions, OFFICE COPY
sions, see IntelliFlo VF
457 for replacement parts
29 LEAF SKIMMER WALL BRUSH
TEST KIT HOSE
POLE START-UP CHEMICALS
VACUUM
3U SPA INFORMATION CONCRETE
SIZE C!� rs DEPTkI „�
[EE
EMOVAL
NT REMOVAL S
RICAL HOOK-UP
Earn i? y i!mo
POOL SPECIFICATIONS A SWIMMING POOL FOR
z� 4vc e
NED BY
l0.
s pit co
Jkale 1%8" = 1'
rrrrr�ryr�rrr..;
THE- SAM C-0
General & Swimrhinp P.00t
1602 N. 3rd Street• JaCli3onville^
32250
POOL SHAPE
! ^E t If 1
2
SIZE
3
DEPTHS
3 f D 1
4
CAPACITY
00
5
STEPS
BENCH ES
6
SWIMOUT
7
SUNSHELF
8:
HANDRAIL(S
9
. GRABRAIL S
t0:
LIGHT S
-11,
TILE ! 43
29 LEAF SKIMMER WALL BRUSH
TEST KIT HOSE
POLE START-UP CHEMICALS
VACUUM
3U SPA INFORMATION CONCRETE
SIZE C!� rs DEPTkI „�
[EE
EMOVAL
NT REMOVAL S
RICAL HOOK-UP
Earn i? y i!mo
POOL SPECIFICATIONS A SWIMMING POOL FOR
z� 4vc e
NED BY
l0.
s pit co
Jkale 1%8" = 1'
rrrrr�ryr�rrr..;
THE- SAM C-0
General & Swimrhinp P.00t
1602 N. 3rd Street• JaCli3onville^
32250