1719 BEACH AVE - POOL DRAWINGS1719 BEACH AVE' OFFICE COPY
ATLANTIC BEACH, FLORIDA
(SINGLE FAMILY HOME)
LOT = 13624 SQFT
IMPERVIOUS ROOFED STRUCTURE = 810 SQFT
IMPERVIOUS PAVER DRIVEWAY/WALKV AY = 2221 SQFT
PERVIOUS PAVERS = 258 SQFT
POOL COPING = 48 SQFT
POOL = 291 SQFT
TOTAL IMPERVIOUS = 6239 (45.7%)
INDEX
I OF 9
PAGE 1
COVER SHEET
PAGE 2
CLEARANCE SHEET/SURVEY
PAGE 3
POOL PLAN
PAGE 4
APSP SHEET
PAGE 5
TDH SHEET
PAGE 6
MAIN DRAIN CUT SHEET
PAGE 7
INTELLIPRO CUT SHEET
PAGE 8
PLM CUT SHEET
PAGE 9
ENGINEERING PACKET
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Jacksonville, ft 3220'
( 904) 858-4300
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GENERALNOTES
i.
2.
3.
4.
5.
6
7.
S.
9.
10.
11.
12.
13.
FOR POOL PLAN. S SIZE. DECK EXTENTS. SPECIAL DETAILS, SEE CONTRACTORPOOL PLAN
ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING C BUILDING 2014 AND FLORIDA
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS JD ANSWJSPI NATIONAL
STANDARDS FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANS.
-PI NATIONAL STANDARD -3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST.
ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTFUCTION IN EASEMENTS OR
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIOIN S AND ORDINANCES.
CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUNC CONSTRUCTION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA.
IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPI-E IC BREAK WILL BE PROVIDED IF
AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVIEW WILL B REQUIRED ON THE POTABLE
WATER LINE USED TO SUPPLY THE POOL.
ALL STRUCTURAL. FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN ESE DRAWINGS ALSO RELATE TO
SPA CONSTRUCTION.
ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT
SETTING AND TO ALLOW RESTARTING WITHOUT RE -LIGHTING THE PILOT L GHT. EFFICIENCY RATINGS MUST
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE.
TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERORAIN PUMPING SYSTEM IN AREAS WHERE
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND..
THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN
PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17
CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLANIPERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1
A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED 14 AREAS WHERE THE GROUND
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GAN
YEAR.
STRUCTURAL NOTES
1
2.
3.
4.
5.
6.
7.
8.
9.
16,
17.
ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40.REINF CrINSHALL BE #3 BARS AT 10. ON
CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO F .ET DEPTH. BETWEEN 6' AND 10,
USE #3 BARS AT 5" ON CENTER VERTICALLY IN THE AREA OVER 6' IN DEP {. (ALTERNATE: #4 BARS AT 12"
ON CENTER EACH WAY WITH 2(- LAP JOINT IN WALLS AND FLOORS UP TO 11 FEET IN DEPTH: BETWEEN 6'
AND 10', USE 04 BARS AT 6" ON CENTER VERTICALLY IN THE AREA OVER FIN 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 BARRIER (STEELTEX) BETWEEN
CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2'.
POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6THICK AND SHALL BE PNEUMATICALLY
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 S. CONCRETE DECK SHALL BE
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS
MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL" SOILS ONLY.
POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH S -L BE COMPACTED TO PROVIDE A
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION
SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL
AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE
REDESIGNED.
SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF, 1500 PSF FORREESTANDING WALL.
THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXIS17ING STRUCTURES HAVE THE
POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA.
SHOTCRETE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCO 1DING TO UBC SECTION 1922 AND
ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS P AN FIVE TO ONE,
SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LEI S THAN 40F AND FALLING, OR IF
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HU VY RAIN.
SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW
HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL.
IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE THE FLOOR SHALL BE POURED
PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS, APPLICATIONSHOUl D COMMENCE IN
CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING ALL CONSTRUCTION.
IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION
MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SH )TCRETE.
REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL AT LEAST 40 BAR DIAMETERS.
ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL USED AS A GUIDELINE.
LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTI N. NOT SIDE-BY-SIDE
PERPENDICULAR TO SPRAY.
REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE I DE SHOTCRETE FACE TO REBAR
SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3".
IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DU TO CURVATURE OF THE WALL, 1
- #4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A INIMUM 2.5 INCH SPACING.
UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORN °R OF THE BOND BEAM
PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL
REINFORCEMENT.
AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENC )UNTERED.
IF A RAISED BOND BEAM EXCEEDS 70' AND SERVES AS A RETAINING WALL�FOR SOIL, THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES.
MINIMUM REINFORCEMENT 03 SEE STRUCTURAL NOTE 5
BARS SPACED 10" O.C. E.W. TYPICAL POOL X TO B' DEEP
TYPICAL
SHOTCRETE S I EPS OR '
BENCHES AS NVEDED---_
EXTRA TRANSVERSE
REINFORCEMENT43 10' LENGTH
SPACED ON 10* CENTERS
BETWEEN MAIN BARS,
CENTERED ON TRANSITION (MAY
BE ELIMINATED IF NO
TRANSITION EXISTS) 143 DIAGONAL. E.W. AT DRAIN
SIMILAR TO LIGHT -NICHE DETAIL -
LONGITUDINAL POOL SECTION
NTS
ADJUSTABLE FLOOR INLET.
!
FNGSWD POOL / AFTER FULL CLOSE, BACK OPEN 1/ 112 TURN. (FLOOR INLETS SHALL
BE FLUSH WITH POOL FLOOR.)
I-_
SUPPLY HEADER
NOTE:
CONCRETE ENCASEMENT OCCURS
ONLY AT THE RETURN FITTING.
POOL FLOOR INLET DETAIL
N. T. S.
La
Z f 1AM"
X
e
n
OFFICE COPY
Z
m
N
8"-11"
ESCUTCHEON PLATE
ANCHOR SOCKET
44
DIL (NO VOIDS)
RUBBER BUMPER
6' MIN.
TYPICAL SWIMOUT DETAIL
N.T.S.
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE SIZE 6 FT/S 8 FT1S 10 FT/S
1" 16 GPM 21 GPM 26 GPM
1}4" 37 GPM 50 GPM 62 GPM
T 62 GPM 82 GPM 103 GPM
ZW 1 88 GPM 117 GPM 146 GPM
3" 138 GPM 181 GPM 227 GPM
4" 234 GPM 313 GPM 392 GPM
6" 534 GPM 712 GPM 900 GPM
PUMP SIZE WILL VARY DEPENDING ON THE PUMP
SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE
SPECIFIC POOL NEEDS.
WATER LEVEL (CENTER
LINE OF SKIMMER)
SPRING LOADED VERTICAL z EQUALIZER FITTING
IANT
CHECK EQUALIZER VALVE - A E (IF INSTALLED) ORATE (IF INSTALLED)
TO PUMP SUCTION
VACUUM FITTING -SEE
NOTE 3 BELOW
NOTES: I
1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN
ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE.
2. EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18'
BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT 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
LADDER DETAIL
N.T.S.
CROSS
BRACE
RECOMMENDED
LEVEL
LADDER TREADS
SHALL BE
SLIP -RESISTANT
POOL WALL
- FLOOR REINF. AS PER
STANDARD PLAN
-- TO PUMP
' I-
L
E
I-�
2 - #3 BARS BENT
AS SHOWN EACH
1 112" DIA, 1 11
-
- WAY AND LAPPED
HYDROSTATIC RELIEF
18' WITH FLOOR
PIPE BOTTOM 12"
_ REINFORCEMENT.
PERFORATED. (SEE (�
MIN. 3'
GENERAL NOTE 13)
°D CLEARANCE
= FROM EARTH
314'-1-1/2"
I
DRAIN ROCK
24" SQ
ORO
MAIN DRAIN DETAIL
N.T.S.
RESIDENTIAL
GENERAL NOTES AND
DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904) 858-4300
NOT TO SCALE SHEET 1 OF 4
A
12' WHITE VINYL JOINT 8' - 11'
STRIP (N/A / FORPAVER/� WATER LINE TILE, GLAZED, MIN. 4'
CONCRETE DECK (OPTIONAL)1
1.i
]
WITH SLIP RESISTANT TOPPING
WATER FT
THICKNESS
ON COMPACTED GROUND WITH
INCHES
ALL ORGANIC MATERIAL
6
3.5
REMOVED. 4' THK. WITH FIBER
b
8
MESH, 6' WITH #3 REBAR
TYPICAL WALL RETURN, OR
5.0
VACUUM FITTING, WITH
3 EA 03 REBAR CONTINUOUS 18'
WATER STOP FLANGE
LAP SPLICES AS NECESSARY
NOTE: GREATER WALL
THICKNESS O OR
LIGHT
FIXTURE S
3'
FOR AESTHETICS OR
1 NICHE
MIN.
R = 6 WHEN H = 3'-0'
.` RADIUS INCREASES 6' FOR EACH V OF DEPTH < 5'-0'
R - 2'40' WHEN H - 5'-0'
F RADIUS
INCREASES 1' FOR EACH 1' OF DEPTH > 5'-0'
STD. REINF.:
L
(QUARTZ AGGREGATE PLASTER FINISH
#3 REBAR @/ 10' O.C. B.W. MIN.
r
SHOTCRETE WALL
COVER 3- (EARTH SIDE). 2-
1 6' MIN SHELL
(POOL SIDE). REFER TO
THICKNESS
STRUCTURAL NOTE #1 FOR
ALTERNATE SCHEDULE.
— --_=
TYPICAL POOL WALL SECTION
SCALE: N. T. S.
SPA WALL
SCHEDULE
DEPTH OF
CONCRETE
WATER FT
THICKNESS
INCHES
3,0
6
3.5
6
4.0
8
4.5
10
5.0
10
VERTICAL
REINFORCEMENT #3 -
10 INCH CENTERS.
NOTE: GREATER WALL
THICKNESS O OR
DOUBLE CURTAIN
REINFORCEMENT MAY
BE USED IF REQUIRED
FOR AESTHETICS OR
PLUMBING
2 - #3 BARS
(OR 1 - #4 BAR)
HORIZ. REIN. #3 BARS 8' I
O.C. FOR FREE STANDING
WALLS
VERT, REINF. SEE SPA I
WALL SCH.
SPA DETAIL
N.T.S.
SEE SPA WALL SCH.
m
SEE STRUCTURAL
NOTE 15
I — TYPICAL REINF.
10:0.C. E.W.
FLOOR REINF. CONT
FROM SPA TO POOL
MIN. 15' LAP EITHER
DIRECTION
2 - #3 EACH WAY
Z
N
�lt
i
t
LIGHT NICHE DETAIL
N. T. S.
10' MIN
DECK SLAB
3- MIN. (TYP.) EXPANSION JOINT
VINYL �— DECK SLAB
�� 1
Pa
SEE STRUCTURAL NOTE 15
BOND BEAM REIN. 3-#3
BARS (TYP. FOR ALL
BOND BEAMS)
CANTILEVER DECK DETAIL
N.T.S.
EXPANSION JOINT
2 - #3 — BEND DOWN
BOND BEAM BARS
#3 BAR BEND
AS SHOWN — — -
(
SKIMMER DETAIL
N.T.S.
WATER ALTERNATE
TROUGH 12 PLUMBING
AT GRADE LOCATION
—� AT GRADE
WATER I OR ELEVATED
TROUGH
i
OR I!
SHEER DESCENT DETAIL
N.T.S.
ALTERNATE LOCATION OF
BOND BEAM BAR (TYP) I b
COPING DETAIL
N.T.S.
DECK
A -
MINIMAL BOND BEAM
N.T.S.
NOTE: MAYBE USED WITH
SAND, GRAVEL, OR ROCK
SOIL CONDITIONS ONLY.
RESIDENTIAL
STRUCTURAL DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904) 858-4300
OWG. BY: MAC
3'0" MIN. (EDGE OF OUTLET)
q:
I 3'0" MIN. (EDGE OF OUTLET)
SO- MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
LIMPS IN PARALLEL
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINI�OUTILS
ET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON 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) SEPAPyATE VERTICAL WALLS,
DUAL SUCTION OUTLET ARRANGEMENTS
3'0" MIN. (EDGE OF OUTLET)
OUTLETS IN PARALLFJ OUTLETS IN PARALLEL
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING
OUTLETS IN PARALLEL
LOOPED PIPING
NOTES:
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
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 COVERSlGRATES SHALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE.
THREE. -OR -MORE SUCTION OUTLET ARRANGEMENTS
NOTES:
1. ALL COVERS(GRATES SHALL COMPLY WITH ANSUASME Al 12.19.84ATEST,'SUCTION FITTINGS FOR USE IN
SWIMMING POOLS. WADING POOLS. SPAS AND HOT TUBS.' RECOMMENDED: GRATES SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FVS THROUGH THE GRATE(S).
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH NSUAPSP-7, LATEST THE FOLLOWING
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFACE SKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW: B) DUAL SUCTION OUTLET
SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLE SUCTION OUTLET
SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI
Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCO�DANCE WITH ANSIIASME Al 12.19.8-L4TEST
AND ASTM F2387-04): G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; 1) OR
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO
ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. 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 G �ATE IS MISSING. BROKEN, OR LOOSE.
5, SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM 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 SUCTION PIPE WILL BE NO
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANU JACTURER TO CONTROL FLOW THROUGH
THE OPEN AREA OF THE COVER/GRATE
CIRCULATION LINE TO LEAF
CANISTER / RECIRCULATION
PUMP
NOTE:
SEE NOTE 1 BELOW
SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
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
17 AIR GAP (MIN.)
1
MAXIMUM UNDERWATER
LENGTH OF VENT PIPING: 30
FEET FROM TEE ON
SUCTION PIPING TO AIR GAP
SUCTION OUTLET
DEBRIS OUTLET MOUNTED
IN POOL FLOOR
MINIMUM PIPE LENGTH 18"
1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)
ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18' FROM THE
TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED
SAFETY VACUUM RELEASE SYSTEM.
OUTLET SUMPS IN SERIES
2. 90- BEND (TYP. 1 VELOCITY = 6 FT 15
OF 2) SCH 40 SCH 80
SUCTION PIPE I MAX FLOW MAX FLOW
DIAMETER (GPM) (GPM)
2-
63
55
2112'
90
79
3"
138
124
4-
238
215
6'
540
468
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
LABEL VENT AS FOLLOWS: "POOL
SAFETY DEVICE - DO NOT HANDLE'
TO SUCTION PIPING \- 2" VENT PIPING
VENT LINE DETAIL
RESIDENTIAL
SUCTION OUTLET
NOTES AND DETAILS
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904) 858-4300
DWG. BY. MAC
NOT TO SCALE SHEET 3 OF 4 APPROVED aY:.EL
TRANSFORMER REQUIRED FOR
LOW -VOLTAGE INSTALLATIONS ONLY
INSIDE WALL
BONDING CONDUCTOR.
ol 01,0� REFER • NOTE #7
%�iiiiiiiiiiiiiiiiii
05 r,
PUMP
MOTOR
I
1
I
i
300 WATT 1 REFER TO
UNDERWATER i NOTE 4
LIGHT
R
T
1
4444444
1
i
1
1
I
i
REFER TO NOTE #6
TYPICAL SWIMMING POOL BONDING GRID PLAN
JUNCTION SPST
TOG
BOX TOGSWITCH 4' MIN.
TIOISCONNECT
12 V TRANS.
3 #12 IN Y,• COND.
PUMP- '
iNOTES:
1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC -
LATEST
12V( 300W WITH LOW WATER 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
CUT-OFF W 1 H VAC W/ GFCI AND ALL FIXED METAL PARTS NOT SEPARATED BY
PER NEC PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM
WATER, 12 F7 VERTICALLY OF MAX WATER LEVEL.
ELECTRICAL DIAGRAM
SERVICE PANEL
NEUTRAL BAR
/- T� GROUND
GROUNND BMt
NEUTRALBAR TRANSFO
7
3CONDUCTOR
H -N -G
POWER SUPPLY
POOL LIGHT
FLEXIBLE CORD
GROUNDING TERMINAL
#8 BOND TOI� ` #8 BOND TO
STRUCTURAL STEEL GROUND BAR #8 80 IN STRUCTURAL
CONTROL PANEL
PVC C INOU1T STEEL
TYPICAL GROUNDING 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
1.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 SKIT -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 4 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. -
POOL
METAL CONDUITS REINFORCING
OR PIPING SYSTEM, STEEL
TO GROUND FAULT CIRCUIT
INTI itRUPTER 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 I- 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 300- DOUBLE WALL SYNTHETIC GASKET.
SS LIGHT FIXTURE 8 NICHE W/ COMPRESSION HUB &
300W.1 2V LAMP OR 120 VAC W/ GFCI PER NEC
JUNCTION BOX (IF
PUMP
98 AWG PRESSURE GROUND
CONNECTOR TO COMMON
BONDING WITH REINFORCING
STEEL OR PLUMBING
POOL LIGHT DETAIL
POOL LIGHT
HEATER CASE
ELECTRICAL NOTES:
1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH
NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL
STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL
OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND
TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS
TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS
INCLUDE, BUT ARE NOT LIMITED TO LADDERS. RAILINGS, PIPING, CONDUIT. METAL
DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE WALL OF POOL,
CONNECTION SHALL BE EXOTHERMIC WELD. LISTED PRESSURE CONNECTORS OR
CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES)
PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE
ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER
BEFORE PROCEEDING.
2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES
250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE
PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL
OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT
PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST
10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20 OF THE POOL
SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL
BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED
OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL
3. IF APPLICABLE. PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V
UNDERWATER LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS 9
TO 15' IN LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS
GREATER THAN 15', BUT LESS THAN 25' IN LENGTH, PROVIDE #6 AWG CONDUCTORS
AND #6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25' IN LENGTH.
4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE
125 -VOLT 15- OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH
CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT FROM AND NOT
MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL
BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE
LEVEL SERVING THE POOL.
5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
EQUIPMENT, IF APPLICABLE.
6, AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA
FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF
STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS.6 X
6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED
ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES
AND/OR #8 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED
DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION
MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST
VERSION) AND FLORIDA BUILDING CODE (FBC - LATEST VERSION) W/ LATEST
AMENDMENTS.
7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED
IN NOTE 06, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE
#8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO B
INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE
SWIMMING POOL DR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR
EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2014). NFPA 20.
ADOPTED BY REFERENCE WITHIN FBC.
-'" RESIDENTIAL
CONTROL
PANEL ELECTRICAL NOTES
o AND DETAILS
`t
•
TYPICAL BONDING SCHEMATIC
CROWN POOLS, INC.
CPC #1456979
3002 PHILLIPS HIGHWAY
JACKSONVILLE, FL 32007
(904) 858-4300
DWG, BY MAC
NOT TO SCALE SHEET 4 OF 4 APPROVED BY. �E-
NEW CALCULATION5
LOT=13624 5QFT
NEW IMPERVIOUS ROOFED 5TRUCTURE5=81 O SQFT
NEW IMPERVIOUS CONCRETE WALKWAY/DRIVEii2221 5QFT
NEW PERVIOUS PAVERS -258 SQFT
POOL COPING=48 5QFT
POOL -291 5QFT
NEW TOTAL IMPERVIOU5=6239 (45.7%)
16 SCALE
.,'Ow
I
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2 STORY WOOD FRAME
RESIDENCE NO. 1721 -
I I I I
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EQUIPMENT LOCATION17th rxrteltta.w 4�k
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EXISTING 2 STORY FRAME < I NM
RESIDENCE No. 1719 aedd.g
FFE = 21.91 !
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2 STORY WOOD FRAME
RESIDENCE NO. 1717
! I !
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New Site Plan
n 1 r 1. 9 le 11' U 11'
wmddot
Legal Description Existing Lot Area Calculations
Lot 211, North AtLnric Desch Unic N. 1 R c Ms Cnryo - N Re -i N Pb, 17,624 s4 fl
Hak 15, Page 10 Of The Current Public Rrcnrdr Of M -I County. Florida, Together GxisOn I -
With The Sood NI Feet OI 17th Start As t'.kned A.d Recsmled in peed I,uW 1312, it ngxrs R fed Sou m 2,611 sq R 19.16 %
Pages Ir) And 178, And E ... i Those Land. Lf in6 Ea-dy Of The Eewion Co 1 E d 8 pervwu Lei IW 0°n i be rtrrlovrd .662 fq R 0%
Ci« for Said Duval fimnty. Fx 0 g Impm p Y � 4'24 sq ft 16.31%
LN L-1 I-,- E thing Impery add bowl ttxm 11 sq 0 0,13%
E bti.g Tofal,ntpe uv __-.. _--.-__-.-_11,11
4,853 sgfl 35.62%
1 15-10119-25-NE.320
2 N ATLANTIC BEACH UNIT NO I New Lot Area Calculations
J LOT' N.S 1/2 CL ST N THEREOF
Id 13,624 sq R
--
N
N ImperriomR fed Stmcturcs BlOsq fl. 5.95%
1. ---
Douudary Md Tp,y phis Survey. N Imperviou (concrme), waawayA Mvewrys 2,221 pft 16.3% Bexi t p Bi On A Line Franr The pcpan Of N-.1 R-uu.c- Monument No. New pervious 1516 Q 50% 258 N R 1.99%
-81 AIi To No. 72 81 -AIB Ar Pei, Caribi Construction Cmml Line For Uuvdp aW' - 0 pp-, Ju y lisooty. Flnnda As 14rvndcd In Ma Norsk (:, P 7'i Throu ]2h 1 d I 21. - - - ----
wood Ix.kme frd o5a fibs aq R _ o n
1992. Dong 5(6°32'05•E N _._
3 Mran High W.- 11, Ifased On Extended Poblhhcd Damm For T,de Station fin( g Twl lelrelamg 2.611 R 19 l
8]40291 lT-le-ill, Dcxh). New T-1 irtyiwa•iom 5,918 p R 47.65 %
Mean High Water - 110 Muimum aibwabk Cot Coverage 'Oil
Tide Rr gc 50'1
a. Seaw il High W Liue Ax [Xfimd Dy Ibdda Sumtn Chapin ftil 05,3 ((:)(A)2: UESIUN CRITERIA:
'Serino I High 1-n Mean.+ Thr Line Fomred By The Intmmiou Of The knits Building Classiflcation: Restderstial
Shorn And The Elevation (N 150 Penrnt Of Thr Loral Mean Tidal Runge Above Local Buildng Type Type V C dlixtiun
Mean High W tiler.
Mhw F.kv. +(1.5 X Tidal Range )-5hwl URlesv otherwise noted. projm site....id...Ii... hell be the responsibility of the
und-or con0ncmr. Examples of s«h items include, but .,lull ort be limited m.
2.1P + (I,S X 5'rn = q ]() (Nord 19 ) determination of grade ekvai drainage Ratum, eld specbl requirtmena aswcumd
5. Erosion Comroi lin. Is Eb i B..,,ds y (NS -,t d V� with FEMA flag hmnrd a dlm Di avmc.
^. Erosion Conmoi Lore Dosed On The State Mme Co Miner- Ar Recorded In Pb, the coniramor is rceponsible for the means end methods of conatrucrion. R is the
Book J3, Pages 59, 59x, 396. ontnet0i sole responsibility to determine the procedure, sequence, and temporary
]. Bencb Mark Vend Is Naii In A Palm Adjacent To 1671 Beach Avenue. bmcingaminsme thr seferyofdie building and its componrnl pons during cons[rluTirm.
Elrvauunw lJ.2d1 (N.g.v.J. 1929)
8. Ali Pip- In S tiiry Mwdwl-.4c 6' Re. The eon -ii shell verify ell conditions ¢rad dime^.,inns at the job site prior t9
Y. Elevatirm Uamm C.00vmed From Ns -d. 1929 T. N, -d, 1988 Using C.m- wittit ins work.
6.0.1. ITitum C-6- Farm.- (N.u.rd 19&0=(N.,,d. 1929-1.111) I he centnct9r 11 wppiy. I -ii, ..d build row Ure work all iti unchen, angles,
PIft e.s, openings, sleeves, hangm, sleh depressions• ii other components as may be
Ieq.i m. -hand xcomnwdam ether work.
It if Ne ewnefs ard.'or contuelor'a rtaponeibilitY m.,.,blain a soils ex0lontion .seen. TM
Engineer shall be notified if soil .,i encountered differ Rom the noted
--' "-- - - ----- - - - --, asmmptiom. All requirements for site Preparation and soil compaction specif din the
-1. r.1 Bull be followed unless more smiogent rcquiremrnls ore specified in .hese
I Plan.
Site Plan Key
aocc
OOOOOVOO pa D A -u,r
O OO Pr.v P
Ur. C vnmr ox C - wrn net ravrN!oncl.
�zs Yp Pmx Eprex:
c..sm
I I 1 1 13 5-4
1¢s vz�Ro° ,es lel
II Nf1C coon✓oyrru .nett
� � Snst Msalxsw Har
-, slope �1
----------
W.-
E--caxouQ.-
1 I les EnmNU Stnrrnrw Smr F.laranare
..rad � i
1 I _ Naw 0...s
I IF -
- Site Plan Notes
r, 1. Th dr gi, b d h dry d p gr ph .....y made be
B wngh farad e
5 yo INC fJ k 'ill a h BeJ nuary 25th 201].
S y1 M1 dtsh tM pW
J( I i C .......
-bl'.h hFl I
1. tl ilding 1 Y d- .
rhux'n tn u
it. lass til tumdation wa11. se
j 8 pan. Yb Is (or elLni ion
4 Parkmit dmumwns --h- to froi -les odumuc i a
I- gard he,sn so bask of.tb.,micsnoted rwhensue.
1 Work rh - q Mfii,f, nacd g
The Gerfel ( hall -F, ill property h m k
-,k rcq--- -h,apemen dee A,i Ise h FL
C.-, -k q p A p du .bill be' Ili d ith
h
1h,nditU p T p S m I Sp n to, Hyl
8. L I d' d't d by i R fi
All d's y toll J ly w publ hid, h )
fid th - d
T n if1, run pi w e,isd, PI I ser drat will
i I h T' b h dt II W hum puddhnp ii Wi mg
I.. S I f - ill be p -d d M., proi line in best place (-i erosion
2
11, Hmiw un rc 2-m,, n d 15 1- in M•ighe
gt2 Nn more than 12° -1611 m hs rid d verify wnh appropriate counsel.
-- 13 1)o - scale I -bi U ly dimensions thous o° dmunnpd Ifdimensium
-I--- - - .11 - on thr9m
in a bu 1 ngcd before conanuittg with wctlon. Dodder
I- - - - - - - shill vetBy a0 dun - A cundmum rz,loburc
�r QI O ler
AO.1 h p--1 tatimu A N-
11 ,
tab r.e � O
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W
Coprrigh Y B Srxr 8hA
U Asr« x lot All rhrs ed The rdes,gn conc<pns
g
Pc l
h p6 perry dSr hl Sanford Ur �W
doavmema lurllrnMh p d disclmM
rholeeia a uy iarm wild au. cbc
r f Starr Sanford
Ikvgn Aav^<iarea, Inc. IM nae ode
IfnoniWehu. dF'he curreci
drmrnxi h Sy Seaford
Uesyu A I Coetrxtor
.d cand hm of theJrmeoviva.
wwN. Mie
Ce-STRUe ON
DRAWINGS
Project #:
16012
Date:
1/31/18
Revised:
A1.2
POOL AREA: 291 SQ FT
POOL PERIMETER: 69 FT
G' WATER DEPTH
(5" OF COPING
(MATERIAL TBD)
m
18" X 14'-6"X 16" W/D BENCH SEA /
OVERVIEW
3'-G" WATER DEPTH
30" WATER DEPTH
X 5'-711 TANNING LEDGE
3002 Phillips N14wa4
Jacksonville, F L 32207
( 904) 858-4300
www,crnmPoo154c,com
�A�-
PPOJECT INPOPNlA110N
MAING TITLE:
OvMTw
Pn0 CCT:
^A,LAIY 1719 GEALN AVE
ATLANTIC DWH FI
5&ET:
I OF 2
5C&E:
/T\
F—i
�J6,18
MAWFYI
M CA5
— — — — — -
20'-411-----L--
d Ln
I
I �
IT
311
-f 4'-G" —
18" WATER DEPTH 14
I
Ln
8" W/D
planting bed at grade
3'-G" WATER DEPTH
30" WATER DEPTH
X 5'-711 TANNING LEDGE
3002 Phillips N14wa4
Jacksonville, F L 32207
( 904) 858-4300
www,crnmPoo154c,com
�A�-
PPOJECT INPOPNlA110N
MAING TITLE:
OvMTw
Pn0 CCT:
^A,LAIY 1719 GEALN AVE
ATLANTIC DWH FI
5&ET:
I OF 2
5C&E:
DA11;
�J6,18
MAWFYI
M CA5