1330 Ocean Boulevard POOL18-0045PERMIT PLAN
POOL 30'X 17'
W/ 3 WALL RETURNS & 1 PRESSURE
CLEANER LINE
. SPA 7' DIAMETER
W/ 4 THERAPY JETS
].[�3'0" MINIMUM
3 T r
TEE
1=1t 3" PIPE 3" PIPE
3" X 21/2" RED.
BUSHING
21/2" TRUNK
TO EQ.
.APPROVED
C"I
POOL/SPA WITH HEAT PUMP & GAS HEATER FILTER
SCHEMATIC
THIS PLAN TO CORRELATE TO PERMIT
SUBMITTED BY RJ ATLANTIC BUILDERS INC;
EXISTING GARAGE IN POOL AREA TO BE
DEMOLISHED BY GC.
PROPERTY LINE
AN UNDERGROUND BONDING CONDUCTOR MADE OF ASINGLE #8AkA(G BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
(3T RAISED BEAM WATERFALL W1
l-1 TWO 24" WATERFALLS
O RAISED 6" - 12" - 6"
61 W
POOLDEEP 17'-
OOL
POOL30' 17'
11,900 30' O�
1,900 GAL ONS
SPATD
550 GA
r— — — — —
SUNSHEL 5' 10Y
DEEP
UMBRELLA (P
ANCHOR
BUBBLER N
L— — — — — — — —
® —1 — — — — — — — — — ® F— — I I t I
-4�
1111
1111
111 1
4
JUNCTION BOX ---.0 1j, " '
51 ill --A
M
0
"U
M
X
SPA
RAISED
12"
M
od
SPASIDE
REMOTE
it
PROPOSED LANAI
POOL EQ17IPMENT
EXISTING RESIDENCE
Florida Building Code V` Edition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOLAREA
• NO UNDERGROUND UTILITIES IN POOLAREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL— FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING &- BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #3 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCI PROTECTED.
PLUMBING LINE FROM
POOL SKIMMER TO
POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
APPROVED
1-�rlr
COPING ONLY. NO
DECK BY SURFSIDE.
SETBACK MEASUREMENTS
TAKEN FROM EDGE OF
WATER TO PROPERTY LINE.
SAFETY BARRIERS:
FENCE & HOUSE / WINDOW
ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE
UL2017.
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PERMIT PLAN
POOL 30'X 17'
W/ 3 WALL RETURNS & 1 PRESSURE
CLEANER LINE
SPA 7' DIAMETER
W/ 4 THERAPY JETS
3'0" MINIMUM {�
3" TEE
i
=W PIPF 3" PIPE 1C
X 2'/2" RED.
BUSHING
t--2',"" TRUNK
TO EQ.
i
N N
Nr r
N N r N r
r _
POOL/SPA WITH HEAT PUMP & GAS HEATER FILTER
SCHEMATIC
THIS PLAN TO CORRELATE TO PERMIT
SUBMITTED BY RJ ATLANTIC BUILDERS INC;
EXISTING GARAGE IN POOL AREA TO BE
DEMOLISHED BY GC.
PROPERTY LINE
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 SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
(7) RAISED BEAM WATERFALL W1
TWO 24" WATERFALLS
RAISED 6" -12" - 6"
EXISTING RESIDENCE
X
.D
M
X
r
Z
M
Florida Building Code 61h Edition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL— FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCIPROTECTED.
PLUMBING LINE FROM
POOL SKIMMER TO
POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
LEGEND
JANDY NICHELESS LED
11 =WALL
0 o = NOVA-.
I�
18= STUB • • R CLEANER
THERAPY
UMBRELLA ANCHOR
BUBBLER
COPING ONLY. NO
DECK BY SURFSIDE.
SETBACK MEASUREMENTS
TAKEN FROM EDGE OF
WATER TO PROPERTY LINE.
SAFETY BARRIERS:
FENCE & HOUSE / WINDOW
ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE
U L2017.
00
Co
CO
6.0. -- - - -- - - - --
�
r
DEEP 1
O
O
I-
5 17" m
O
W
W A 1
°�
N
UI
POOL 30' 17' SPA ;
J X
N
LO
11,500 GAL ONS RAISED
1
N
m
12"
SPA 7' DIA ETER 1
Qi
550 GALL NS '
w
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r - - - - REMOTE ; 1
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'10V3'0^
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I 1 1
I UMBRELLA N '
ANCHOR ,
'
1
1 BUBBLER ♦ ' 1
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w
w
w
to D
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p
PROPOSED LANAI
'' t
JUNCTION BOX 10
POOL EQUIPMENT
EXISTING RESIDENCE
X
.D
M
X
r
Z
M
Florida Building Code 61h Edition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL— FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCIPROTECTED.
PLUMBING LINE FROM
POOL SKIMMER TO
POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
LEGEND
JANDY NICHELESS LED
11 =WALL
0 o = NOVA-.
I�
18= STUB • • R CLEANER
THERAPY
UMBRELLA ANCHOR
BUBBLER
COPING ONLY. NO
DECK BY SURFSIDE.
SETBACK MEASUREMENTS
TAKEN FROM EDGE OF
WATER TO PROPERTY LINE.
SAFETY BARRIERS:
FENCE & HOUSE / WINDOW
ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE
U L2017.
w
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cn w
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00
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CALCULATIONS:
.0, GI
50.0,
811
I'd g. r e 6,. bIMPERVIOUS
�s
TOTAL LOT: 6,250 SCS
FT
I
�I
I
5
SfrFp;>6:=`fis$i
HOUSE/PATIO:
1,845 SQ FT
000fr-l`a�=
GARAGE/STEPS:
405 SQ FT
I
I
P:,-STYD oal
2 -STY
a <I
'-}
fr39a�ee
DRIVEWAY:
859 SQ FT
ARAGE n
JI
TOTAL IMPERVIOUS:
3,109 SQ FT
I
I
z
'
ISR: 50%
iI
5' ,�,1
,
----- -
I
THIS PLAN TOC RRELATE WITH
SAFETY BARRIERS:I
6-
�
PERMIT SUBMITTED BY RJ
FENCE & HOUSE/WIPNDOW
ALARMS
j,
ANROPOSED
,.
L 51 5..
ATLANTIC BUILDERS INC.
UP TO POOL SAFETY
CODE.
D I
POOL%►
EQUIPMENT
ALARMS TO MEET
CODE UL2017.
co
o
LCA
POOL / SPA COPING
ONLY,
NO DECKING BY SURFSIDE.
EXISTING BLSTY
CONC
i
RESIDENCE
i
O MM U
SETBACK MEASUREMENTS
TAKEN
I '
I !
I
NITYp �
E�E�LOPM
q
w
z _
FROM EDGE OF
WATER TO
I'
I
~PPFjQw
D�
�w
PROPERTY
LINE.
I;
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w M
i�
I
w�
I
SCALE: 1/20" = 1'
j
50.0'
S TE PLAN
SCALE: = 1'-0"
iDRAWN BY:
BY:
Dm; II/-8/lii�
Joe F.RENER
-
S�ONG
OCEAN BLVD
NO:�
S1 8
OF SHEEIS
jg 6L
�a�6��Lfi g�o
5§i�bS�:E�o�p
.E�66o �a5Y�
S �
z
�x
U
C/]
CnC4 O U
o
W ch
W �
IDIUWN BY:
nn
�MWKW BY:
C 1308
: 113�OL�F_ 4N
I
D 0:
S1 8
a sr¢rs
i
Simplified Total Dynamic Head Calculation }
Determine Maximum System flow Rate:
90
18.
--_
0
0.0
Swimming Pool Info: 373
3
to
6 to N/A
Friction loss in suction pipe
Volume: 11900 gallons
( Surface Area
(Shallow)
flow/friction loss chart) = 0.09
(Deep) (Shallow)
2"
@
Spa Info: 38
3
Length of suction pipe
45
A3
Volume: 550 gallons
( Surface Area
(Depth)
45
x
Ft. of head per one foot of pipe
0.16 =
7.20 TDH in piping
9.1
11.4
13.7
15.9
12450 Total Volume
Preferred Turnover Time in Hours :
6
#
x 60 min. = 360
data sheet)
3.60 ( from filter data sheet)
Main Drain 2.34
(Hours)
1
(tumover time in minutes)
data sheet)
Maxium Pool Flow Rate: 12450
divided by
3.30
360 35 gpm
48 = 83 gpm
(gallons)
(tumovertime
in
minutes) (flow rate pool)
(feature flow rate)
Spa Jets (#) 4 x
13
gpm
per jet =
52
flow rate
(# of jets)
(jet flow)
11.6
`Total 5.64
s
18.3
A&A Quik Clean System NONE x
0
gpm
Cleaner Head
0
flow rate
NONE x
0
gpm
Cleaner Head
0
flow rate
NONE x
0
gpm
Cleaner Head
0
flow rate
(# of heads)
(head flow)
16.2
18.4
0
Total Floor Heads flow rate
Maximum Pool System Flow Rate:
83
4-
Highest required flow nate
between "Maximum Pool Flow
36.5
Rate" and "Spa Jets" and "Quick Clean System"
Determine Pipe Sizes:
23.0
25.3
27.5
29.8
Pool/Spa: Branch piping to be:
3"
36.6
inch to keep velocity @ 6 f;
s.Max.at :
136 gpm. Maximum System Flow Rate
Trunk piping to be :
2.5"
25.3
inch to keep velocity @ 8 fl:)s.Max.at
:
117 gpm. Maximum System Flow Rate
Return piping to be
2"
IZ
inch to keep velocity @ 10
fps.Max.at :
103 gpm. Maximum System Flow Rate
23.1
Jandy Pro Series VS FloPro Series Pump
VS-FHP7.6 Performance Curves
100
90
18.
--_
0
0.0
Distance from nearest edge of pool to pump in feet
= 45
6.8
9.0
Friction loss in suction pipe
2.5"
@
8 fps inch pipe per one foot @ 117 gpm ( from pipe
flow/friction loss chart) = 0.09
Friction loss in return pipe
2"
@
10 fps inch pipe per one foot @ 103 gpm ( from pipe
flowffriction loss chart) = 0.16
Length of suction pipe
45
A3
Ft. of head per one foot of pipe 0.09 =
4.05 TDH in piping
Length of pressure pipe
45
x
Ft. of head per one foot of pipe
0.16 =
7.20 TDH in piping
9.1
11.4
13.7
15.9
TDH in piping
11.25
Other Loss in TDH ft. of head
#
Filter loss in TDH (from filter
data sheet)
3.60 ( from filter data sheet)
Main Drain 2.34
2.34
1
r
data sheet)
0.00 (from heater data sheet)
Returns 3/4" 3.30
3.30
1
"Total all other loss
5.64
Therapy Jet 0.00
27.72
0
Pool Total Dynamic
Head (TDH)
20
Floor System 0.00
19.65
0
5
11.6
`Total 5.64
s
18.3
20.6
22.9
25.1
27.4
29.6
31.9
S
13.9
1 16.1
18.4
20.6
1 22.9
25.2 1
2T.4
29.7
31.9
34.2
�
16.2
18.4
20.7
23.0
25.2
27.5 1
29.7
32.0
34.3
36.5
18.5
20.7
23.0
25.3
27.5
29.8
32.0
34.3
36.6
26
d
23.1
25.3
27.6
29.8
32.1
340
RPF
IZ
1 41.1
07 10
23.1
25.4
27.6
29.9
32.1
34.4
36.7
38.9
so
43.4
L1
25.4
27.7
29.9
32.2
34.5
36.7
39.0
41.2
43.5
45.8
1, 12
27.7
30.0
32.2 1
34.5
36.8
39.0
41.3
43.5
45.8
48.1
13
30.0
1 32.3
34.6
36.8
1 39.1
41.3
43.6
45.9
48.1
50.4
14
-
34.6
_..
17
b'
43.6
45.9
48.2
50.4
52.7
2
/RF
34.7
36.9
39.2
41.4
43.7 1
46.0
48.2
50.5
52.7
55.0
'..; IS
37.0
4�
41.5
43.7
46.0
48.3 1
50.5 1
52.8
55.0
57.3
L
:I 17-
39.3
41.5
43.8
46.1
48.3
50.6 1
52.8
55.1
57.4
59.6
{ry
i
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
ilY
19
43.9
46.2 1
48.4
50.7
52.9
55.2
57.5
59.7
62.0
13
20
j 20
46.2
485
50.7
53.4 1
55.2
57.5
59.8
62.0
64.3
66.5
0-
21
48.5
50.8
53.0
55.3
57.6
59.8
62.1
9
66.6
68.9
22
17
RP
55.3
57.6
59.9
62.1
64.4
66.6 1
68.9
71.2
CL
1 23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69.0
71.2
73.5
`,... 24
55.4
57.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
'- 2S
5T.8
60.0
62.3
64.5
66.8
69.1 1
I
IRP
75.8
78.1
26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
27
62.4
64.6
0
69.2
71.4
73.7
75.9
78.2
80.5
82.7
28
64.7
66.8
69.2 1
71.5
73.7
76.0
78.2
80.5
82.8
55.0
20
0
0 10 20 80 40 60 80 70 W 90 100 110 120 180 W 150 160 170 160 190 200
Fi - Rab. Ga.- Per IMnub. (GPIM
Determine Simplfied TDH
(POOL);
18.
--_
0
0.0
Distance from nearest edge of pool to pump in feet
= 45
6.8
9.0
Friction loss in suction pipe
2.5"
@
8 fps inch pipe per one foot @ 117 gpm ( from pipe
flow/friction loss chart) = 0.09
Friction loss in return pipe
2"
@
10 fps inch pipe per one foot @ 103 gpm ( from pipe
flowffriction loss chart) = 0.16
Length of suction pipe
45
x
Ft. of head per one foot of pipe 0.09 =
4.05 TDH in piping
Length of pressure pipe
45
x
Ft. of head per one foot of pipe
0.16 =
7.20 TDH in piping
9.1
11.4
13.7
15.9
TDH in piping
11.25
Other Loss in TDH ft. of head
#
Filter loss in TDH (from filter
data sheet)
3.60 ( from filter data sheet)
Main Drain 2.34
2.34
1
Heater loss in TDH (from heater
data sheet)
0.00 (from heater data sheet)
Returns 3/4" 3.30
3.30
1
"Total all other loss
5.64
Therapy Jet 0.00
27.72
0
Pool Total Dynamic
Head (TDH)
20
Floor System 0.00
19.65
0
5
11.6
`Total 5.64
16.1
18.3
20.6
22.9
Pool Pump: Jandy FloPro VS -FHP 1 hP
83 Gallons Per Minute 20 Total Dyn Imi1
Pool Filter: Jandy CS150 Cartridge
Heater: JXi400P Jandy Pro Series (LPga:1
Pool ® Nova 7-3/4" Pool lDra
Main Drain: 3ft.0in.
Floor Installation @ 150 gpm max. flow
Head (TDH)
Nsign
Head
Loss
(ft heed
Jandy 1Yartridge Finer, Cs series
0 30 60 90
Flow Rate (gpm)
1291
Design
Pressure
Drop
(psi)
08150
CS200
CS250
CS100
Peals o Spas o Service
Robert & Laura Ebener
1330 Ocean Blvd.
Atlantic Beach 32233
12/20/2018
Total Heed in Feet Conversion Chart
Inches IVIercury (Vacuum Gauge)
0 2-_ _ 4- .. 8 10 12 14 �16
18.
--_
0
0.0
2.3
4.5
6.8
9.0
11.3
13.6
15.8
18.1
20.3
-_ 1
2.3
4.6
6.8
3.1
11.4
13.6
15.9
18.1
20.4
22.7
_
4.6
6.9
9.1
11.4
13.7
15.9
18.2
20.4
22.7
25.0
I
3
6.9
9.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
9.2
11.5
13.8
16.0
18.3
20.5
22.8
25.1
27.3
29.6
5
11.6
13.8
16.1
18.3
20.6
22.9
25.1
27.4
29.6
31.9
S
13.9
1 16.1
18.4
20.6
1 22.9
25.2 1
2T.4
29.7
31.9
34.2
%
16.2
18.4
20.7
23.0
25.2
27.5 1
29.7
32.0
34.3
36.5
18.5
20.7
23.0
25.3
27.5
29.8
32.0
34.3
36.6
38.8
23.1
25.3
27.6
29.8
32.1
34.4
36.6 1
38.9
1 41.1
07 10
23.1
25.4
27.6
29.9
32.1
34.4
36.7
38.9
41.2
43.4
L1
25.4
27.7
29.9
32.2
34.5
36.7
39.0
41.2
43.5
45.8
1, 12
27.7
30.0
32.2 1
34.5
36.8
39.0
41.3
43.5
45.8
48.1
13
30.0
1 32.3
34.6
36.8
1 39.1
41.3
43.6
45.9
48.1
50.4
14
32.3
34.6
36.9
39.1
41.4 1
43.6
45.9
48.2
50.4
52.7
15
34.7
36.9
39.2
41.4
43.7 1
46.0
48.2
50.5
52.7
55.0
'..; IS
37.0
39.2
41.5
43.7
46.0
48.3 1
50.5 1
52.8
55.0
57.3
L
:I 17-
39.3
41.5
43.8
46.1
48.3
50.6 1
52.8
55.1
57.4
59.6
{ry
18
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
ilY
19
43.9
46.2 1
48.4
50.7
52.9
55.2
57.5
59.7
62.0
64.2
j 20
46.2
485
50.7
53.4 1
55.2
57.5
59.8
62.0
64.3
66.5
0-
21
48.5
50.8
53.0
55.3
57.6
59.8
62.1
64.3
66.6
68.9
22
50.8
53.1
55.3
57.6
59.9
62.1
64.4
66.6 1
68.9
71.2
CL
1 23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69.0
71.2
73.5
`,... 24
55.4
57.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
'- 2S
5T.8
60.0
62.3
64.5
66.8
69.1 1
71.3
73.6
75.8
78.1
26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
27
62.4
64.6
66.9 1
69.2
71.4
73.7
75.9
78.2
80.5
82.7
28
64.7
66.8
69.2 1
71.5
73.7
76.0
78.2
80.5
82.8
55.0
20
67.0
69.3
71.5
73.8
76.0
78.3
80.6
82.8 1
85.1
87.3
30
69.3
71.6
73.8
76.1
78.3
80.6
82.9
85.1
87.4
89.6
9 31
71.6
73.9
76.1
78.4
80.7
82.9
85.2
87.4
89.7
92.0
=. 32
73.9
76.2
78.4
80.7
83.0
85.2
87.5
89.7
92.0
94.3
33
76.2
78.5
80.8
83.0
85.3
87.5
89.8
92.1
94.3
96.6
1 34
78.580.8
1
83.1
85.3
87.6
89.8
92.1
94.4
96.6
98.9
35
80.9
83.1 1
85.4
87.6
89.9
92.2
94.4
96.7
98.9
101.2
Nsign
Head
Loss
(ft heed
Jandy 1Yartridge Finer, Cs series
0 30 60 90
Flow Rate (gpm)
1291
Design
Pressure
Drop
(psi)
08150
CS200
CS250
CS100
Peals o Spas o Service
Robert & Laura Ebener
1330 Ocean Blvd.
Atlantic Beach 32233
12/20/2018
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY THE
POOL CONTRACTOR FOR EACH PROJECT. THE POOL
GONTRACTOR-MUST USE THE MAXIMUM FLOW CAPACITY
OF THE SELECTED PUMP AND PROVIDE HYDRAULIC
CALCULATIONS FOR TDH TO DETERMINE PROPER
PUMP AND PIPING SIZING. THE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION
FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING THE
CIRCULATION SYSTEM.
CPLORINATC
POOL
FILTER
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
2-a3 BARS -
1 -1/2 TIMES THE DIA. I -I/2 TIMES THE DIA. CONT. IN
_ 8'X8" BOND
BEAM
RAIN
MAIN DRAIN
DRAIN
RETURN LINE
______-r_____________________________
II Il (OPTION WALL RETURNS)
l
II
11
II
II
it RETURN INLET
j (OPTION WALL RETURNS) RETURN INLET"
II UNDERWATER LIGHT (OPTION WALL RETL
N DRAIN CTION /
------- -�� MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
SUCTION i i i i
III jl mf'E III
I� ___________
ill LL- J ll N
J— Il 1
lil �it >
(I I i I FLOOR RETURN
I I III l i 3 REQ'D.
I I
I RETURN
�L RETURN INLET FRET
I i %IR / tOPTI
I I //
I I
I I �FI'I II
Ill-------=iKIMMER Ij
---------------------------------
RETURN LINE
(OPTION WALL RETURNS)
LOW
PROFILE
JUNCTION 4.0' SWIM
BOX- mw OUT
UL APPROVED
UNDERWATER LIGHT
POOL SHELL 3000 F51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
0110
6"-l" IN VERTICAL WALL5 (TYPJ
oo,
V-8" IN COVES AND FLOOR5 ITYPJ
V
2500 MIN. GUNITE MAY BE SUBSITIUTED
°oo
(�D�EEPD
FOR 3000 PSI CONCRETE
FLOORINFORGEM
E BREAK -
03 BAR ® 12" ON C
03 BAR® G"ONG
/ IF ----=_ -
Zit RETURN INLET
N5) _
� II
iii
=�===JL lV
I INLET
WALL RETURN5)
TYPIGAL SJ-IIMMING POOL
03 BARS GRADE 40,12" O.G.
CERAMIC TILE VERTICAL AND
HORIZONTAL (TYP)
WATER LINE
1/2" QUARTZ
FINISH
---------------
AMAIN DRAIN W/ RELIEF PLUG OR 2"
HYDROSTATIC RELIEF VALVE, IF REQ'D.
ROCKBED
EACH WAY < 8.0' DEEP
EACH WAY > 8.0' DEEP AND OVER.
SV41MMING POOL SECTION
WATER LINE
ST
G" OF WATER
LINE TILES
DECK OVER
POUR OR
BRICK COPING
15.11 15"1
I-»3 BAR CONT.
IN 5" THICK BOND
BEAM
ALTERNATE BEAM
FINISH DETAIL
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 P51
OR WIRE MESH
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL THICKNESS (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
6. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE,
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.S.IJA.511.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE GTP EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
U51NO AT LEAST ONE(I) a8 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 03 REBAR 12" O.C.B W. OVER 8'-0";
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
AN51/AP5P/ICC-5 2011 FOR RESIDENTIAL INGROUND POOL5,
AN51/APSPACG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND ANSI/AP5P/IGC--I 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN51/APSPACG-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
IT DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
COMPACTED SOIL UNDER PARKER M YNCPENBERG 4 INC
CONCRETE DECK ASSOC.V VV
11 PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 677-6891 FAX (386) 677-2114
03 BAR5 12" ON CENTER NOT VALID WITHOUT
EACH WAY (GRADE 40) EMBOSSED SEAL.
ijRil�'aj li
a
,e f .
c ` :F,L- B
PARKER MYN HENB ERG, P;E " #32645
TYPICAL
RES 1 DENTAL SW/POOL
DESIGN FOR
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE OP0044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET I OF 5
REGIRGULATION fl"'""
GHLORINATC
POOL
FILTER
THERAPY JET
RETURN LINE
\ II
II
I!
it
II
I
Mil
I
MAIN DRAIN (SUCTION) i I
--------------- -
--- mZ
I � � I I
II I
€iE€!
II it
II II
RETURN LINE
------------------------�I
.--------------------._---�
II II
II II
IL-------------- ----- -- ---�I
L ------------------------- -----J
MAIN DRAINS MEET l HE VIRGINIA GRAEME
BAKER POOL AND VA SAFETY ACT.
(SECOND MAIN DRAIN MAY BE ON SIDE WALU
TYPICAL SPA POOL -• 2 MAIN DRAINS ON FLOOR
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
G" IN VERTICAL WALLS (TYP)
6" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 3000 PSI CONCRETE
1/2" QUARTZ
FINISH
VARIES
UL APPROVED
UNDERWATER
LIGHT
TED SOIL
UNDER I '
UNDER GONGETE
DECK
MAIN DRAIN
DECK W/ FIBERMIX
SUCTION LINE
-------------------------
-
WATER
LINE
0 0
6"X6" CERAMIC TILE
0
p 800 �
LOW
PROFILE
0600
MAIN DRAIN W/ RELIEF
000c
PLUG OR 2"
p00oa
HYDROSTATIC RELIEF
0 o
VALVE, IF REQV.
0.�oa
5ECTION
UNDERWATER LIGHT
3/4" BULLNOSE
TILE OPTIONAL
ON EDGE OF
STEP.
PAVER DECKING OR
4" THICK CONCRETE
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE,
1-1/2 TIMES THE DIA,
1-1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
GAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-03 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE —
DECK AND TILE DETAIL
NOT VALID WITHOUT
EMBOSSED SEAL'.'
• i � t`4 �j_ -
5J
E B a
.6 2018
PARKER MYNCHENBERG, P.E. 0326645
ACRLYIC FIN15H
PARKER MYNOPENSERG 4 A5500. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(586) 6"11-6891 FAX (386) 611-2114
TYPICAL
RE51 DENTAL 5W/POOL
DESIGN FOP,
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 2 OF 5
DECK W/ FIBERMIX
3000 PSI
WATER
LINE
6"X6" CERAMIC TILE
LOW
PROFILE
JUNCTION
BOX
MIN.
I
EXTRA 03 BARS
—
CONTINUOUS
#3 BARS 12" O.G.
00800°0
VERTICAL AND
0-.00
HORIZONTAL (TYP)
(GRADE 40)
DOoo
80000
000
,O
ROGKBED
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE,
1-1/2 TIMES THE DIA,
1-1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
GAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-03 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE —
DECK AND TILE DETAIL
NOT VALID WITHOUT
EMBOSSED SEAL'.'
• i � t`4 �j_ -
5J
E B a
.6 2018
PARKER MYNCHENBERG, P.E. 0326645
ACRLYIC FIN15H
PARKER MYNOPENSERG 4 A5500. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(586) 6"11-6891 FAX (386) 611-2114
TYPICAL
RE51 DENTAL 5W/POOL
DESIGN FOP,
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 2 OF 5
POOL BONDING NOTES:
1. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQU
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPE
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERI
SURFACE OF THE POOL FROM 18" TO 24' FROM THE IN51DI
OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER'
PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. THE PE
BONDING SHALL BE ATTACHED TO THE POOL REINFORCIt
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND'
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHA
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL
OF EXCAVATION.
3.
4.
5.
6.
1.
Il
WALLS
BE BY LISTED MEANS
PLACED AT THE BOTTOM
WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED USING
#8 AWG BARE "SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90' RADIUS SHALL BE PERMITTED.
RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS.
IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER CLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE
USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADE'S, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES.
IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL!_ BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE DE'T'ERMINATION OF IT!E�YPICAL
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTEM—
POOL
REINFORCING
STEEL
NEATER
III o Illf 1 0
TYPICAL POOL BONDING
NOT TO SCALE
SCHEMATIC NOTES:
I. TWE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL 5
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITI
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANO
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
BOND JUMPER
NOTE q
TYPICAL
JUNCTION BOX
(IF USED)
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, 1'11NIMUrl AT EACH SEPARATE BODY OF WATER, USING A #8 AWG
BARE SOLID COPPER CONDLI-;TOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE rZEQUIRED.
q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 68026 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE- METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAIL5 IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIF• ING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE IN5111f WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVI
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
II. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER OONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
NOTE I
NOTES 2 AND 3
NOTE 3 I / �� BOND JUMPER
I NOTE 8
TYPICAL
BOND JU
NOTE 10
TYPICAL
13 SWIMMING POOL LT FIXTURE YGLZI
NOTE Il NOTES I, 4,
13 TYPICAL 5 AND 8
TYPICAL POOL BONDING PLAN
NOT TO SCALE
POOL LIGHT NICHE
CONTROL PANEL(5)
TIC
PERIMETER 5URFACE5,
ELECTRICAL EQUIPMENT,
I NEC 68026. OR, AS
BONDING LEGEND
• BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM)
NOTE I
MINIMUM 5/8" DIAMETER
COPPER GROUND ROD
DRIVEN UNTIL MAXIMUM
RESISTANCE VALUE OF
25 OHMS IS REACHEDNOTE I
(IF USED) IN
TYPICAL BONDING TYPES
NOT TO SCALE
'OR
FROM POOL REBAR OR
BONDING CONDUCTOR
NOTES:
1. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
NOT V LID WITHOUT .
EMBO SETJ -,S/EAL.
ec' � '' '�9 I iA ,� s l ✓T s+' pi:
PARKER MYNCHENBERG P.E.0326 5 <
PAR ,ER MYNCHENBERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-68gl FAX (386) 611-2114
TYPICAL
RE51 DENTAL SW/POOL
DESIGN FOR
SURF5IDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE OPCO44080
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 3 OF 5
4" DECK
«3 BAR AT 12' ON CENTER
BAR TO BE 5 FT LONG
TURN DOWN FOOTER DETAIL
1-p3 BAR
BRICK PAVER /CONTINUOUS
POOL DECK
m
QO
1-03 BAR VERTICALLY 4! ry
® 36" ON CENTER r <
1-a3 BAR —
CONTINUOUS
PAVER DECK
TURNDOWN DETAIL
04 BAR AT 12" ON CENTER
MIN
B=1/2" X A
04 BAR AT 12" ON CENTER
wil
32"
4 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
uD
IFTIN
TO
IFTIN
(2) 03 REBAR CONT.
MOTERATE 5LOPE FOOTING
TYPE 2
BAR AT 12" ON CENTER
04 BAR AT 12" ON CENTER
�g" ,
FI 24"
2 I=T RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
#4 BAR AT 12" ON CENTER
i
#3 REBAR CONT.
a
IFT IN6 ry
OR
STEEPER �%% t✓. e, r ;»
STEEP SLOPE FOOTING
TYPE 2
SLAB -FOOTING DETAIL5
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 3000 P51 CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
12"
3000 P51 CONCRETE W/ 2-k3 REBARS
RIBBON FOOTING
W/ PAVER DECK
04 BAR AT 12" ON CENTER
l 24"
'l
5 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN G" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G" THICKNESS.
0 3 REBARS AT G" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REP05E
STRINGER MAY BE DRIVEN '
INTO GROUND MIN. q"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EX15TING FOUNDATION 15
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
CONCRETE PAVER DECK
12
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
SIDE WALLS tio-r 'VrLID WITWOUT
EMBO�ED SEAL.
7i
CONCRETE PAVER DECK
3000 F51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK FEB 0 6 7018
FRONT WALL
PARKER MYNCHENBERG, P.E. 032645
3'-6" MIN. D15TANCE
LE55 THAN I ON I
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCON5 TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
-USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCI-IfENBERG 4 ASSOC. INC
PROFE55IONAL ENGINEERS LANDSCAPE ARCWITEGT5
112q RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-68g1 FAX (386) 611-2114
TYPICAL
RES I DENTAL SW/POOL
DESIGN 1=OFI
SUR=SIDE POOLS
313 BEACW BOULEVARD
JACKSONVILLE BEACW, FL. 32250
(qO4) 246-2666
STATE LICENSE CP0044080
THIS SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, TWIS DRAWING
MAY BE RENDERED VOID.
SHEET 4 OF 5
03 BAR AT 12
05 BAR CONTINIOUS
STANDARD YARD
ELEVATION
36" TURNDOWN
WALL 3000 P51 PUMP MIX CONCRETE
ALUMINIUM SCREEN UPRIGHT
05 BAR AT 40" ON ;ENTER
WITH CELL FILLED k,JITH CONCRETE
BLOCK WALL DETAIL
WALL 3000 PSI PUMP MIX CONCRETE
BAR AT 12" ON CENTER
04 BAR CONTINIOU5
X
L
c0
4ELL `f
O
STANDARD YARD 'I
ELEVATION
ALUMINIUM SCREEN UPRIGHT
#5 BAR AT 40" ON CENTER
WITH CELL FILLED WITH CONCRETE
DECK DRAIN
,, 4" POOL DECK
I 16" ; \i
BLOCK WALL DETAIL
WALL 3000 PSI PUMP MIX CONCRETE
BAR AT 12" ON CENTER
6 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
TER
1
PARKER
O -NC , NBERG .F' >z #2645
BOND BEAM WITH
1 a5 BAR
DOWELS
05 REBAR 24" MAX SPACING
USE 04 REBAR IF UNDER 6'-O"
05 REBAR 12" MAX SPACING
USE 04 REBAR IF UNDER G' -O"
<
u
B
RETAINING WALL
H
A
B
C
DOWELS TOP FOOTING
(O.CJ (O.CJ
1'-4"
10"
I'-8"
10
15
48"
;5
40"
2'-8"
10
I'-8"
10
i5
48"
$5
40"
3'-4"
12"
2'-0"
—j27
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i5
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4'
12"
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a5
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12"
2'-6"
12"
#5
48"
05
40"
5'-4"
12" 1
3'-0"
6'
12"
3'-8" 1
12" 1
#5
48" 1
05
40"
TYR RETAINING WALL DIMENSIONS
PARKER MYNCPENBEzG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 671-6891 FAX (386) 611-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN EOi,
SUfi2E5IDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CP0044080
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, TP15 DRAWING
MAY BE RENDERED VOID.
SHEET 5 OF 5
7 i 'j, "I
73Tm-,
TOTAL LOT. 6,250'a
Nimm
SAFETY BARRIERS:
FENCE &HOUSE/�V.�*D,10—*--�-— -MS
III[ UP TO POOL SAFETY CODE.
7S-ET4.ACK MEASUREMENTS TAKEN
FROM EDGE OF WATER TO
PROPERTY LINE.
REVISED 4129/2019
ADDED 530 SQ. Fl, NEW IMPERVIOUS
AREA (ARTISTIC PAVER DECKING
AROUND POOL).
CD
L16
PROPOSED
LANAI/BALCONY_
XY
EXISTING 2 -STY
GONG EILK
RESIDENCE
50.0'
Ic
5' 5
THIS PLAN TO CORRELATE WITH
CD PERMIT SUBMITTED BY RJ
ld�
ATLANTIC BUILDERS INC.
OCEAN BLVD
COMMUNITY DEVELOPMENT
APPROVED
SITE PLAN
SCALE: = lj-C
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AA
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8
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POOL 30'X 17'
W/ 3 WALL RETURNS & I PRESSURE
CLEANER LINE
SPA 7' DIAMETER
W/ 4 THERAPY JETS
MAIN DRAIN DETAIL
3'0" MINIMUM
3" TEE
3" PIPE 3" PIPE
3 X
X 216." RED.
BUSHING
21/2" TRUNK
TO EQ.
2!N C4 r N 04
POOL/SPA WITH HEAT PUMP & GAS HEATER FILTER
SCHEMATIC
REVISED 4/29/2019
ADDED 530 SQ. FT NEW IMPERVIOUS AREA
(ARTISTIC PAVER DECKING AROUND POOL);
FINISH LANAI WITH ARTISTIC PAVERS (THIS AREA
ALREADY COUNTED TOWARD IMPERVIOUS IN
ORIGINAL PERMIT); ADDED DECK DRAIN; ADDED
PLANTER AREAS
PROPERTY LINE
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COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
GRADE, AND 19 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
CN RAISED BEAM WATERFALL W1
TWO 24" WATERFALLS
RAISED 12" - 24" -12"
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Florida Building Code 6''. Edition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
VGB COMPLIANT MAIN DRAIN
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GROUNDING & BONDING DETAIL
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Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL
GROUNDING & BONDING DETAIL
POOL EQUIPMENT
EXISTING RESIDENCE
1
LEGEND
JANDY NICHELESS LED
Q --WALL RETURN
0 0 =NOVA DRAINS
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THERAPY JETS
UMBRELLA ANCHOR
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THIS PLAN TO CORRELATE
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ATLANTIC BUILDERS INC;
EXISTING GARAGE IN POOL
AREA TO BE DEMOLISHED BY
GC.
SETBACK MEASUREMENTS
TAKEN FROM EDGE OF
WATER TO PROPERTY LINE.
SAFETY, BARRIERS:
FENCE & HOUSE / WINDOW
ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE
UL2017.
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ATLANTIC BUILDERS INC;
EXISTING GARAGE IN POOL
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GC.
SETBACK MEASUREMENTS
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SCHEMATIC
THIS PLAN TO CORRELATE TO PERMIT
SUBMITTED BY RJ ATLANTIC BUILDERS INC;
EXISTING GARAGE IN
BYPOOL AREA TO BE
DEMOLISHED GC.
—WWiT
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 SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THEWALL OF A SWIMMING POOL
OR SPA WILL BE USED.
(::� RAISED BEAM WATERFALL W1
TWO 24" WATERFALLS
RAISED 6" -12" - 6"
O
EXISTING RESIDENCE
Florida Building Code VEdition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOLAREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB- COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL— FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFGIPROTECTED.
I- "Al IIWQI'
W&ISINKful �Jghvfi
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
APPROVED
,
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DECK BY SURFSIDE.
SETBACK MEASUREMENTS
TAKEN FROM EDGE OF
WATER TO PROPERTY LINE.
SAFETY BARRIERS:
FENCE & HOUSE I WINDOW
ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE
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EXISTING RESIDENCE
Florida Building Code VEdition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOLAREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB- COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL— FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFGIPROTECTED.
I- "Al IIWQI'
W&ISINKful �Jghvfi
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TO POOL STEEL
APPROVED
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DECK BY SURFSIDE.
SETBACK MEASUREMENTS
TAKEN FROM EDGE OF
WATER TO PROPERTY LINE.
SAFETY BARRIERS:
FENCE & HOUSE I WINDOW
ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE
UL2017.
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POOL BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQ'
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COF
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PEF
SURFACE OF THE POOL FROM 18" TO 24" FROM THE IN51C
OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER
PERIMETER SURFACE 4" TO G" BELOW 5UBGRADE. THE PI
BONDING SHALL BE ATTACHED TO THE POOL REINFORG
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHAT
PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL
OF EXCAVATION.
3.
4.
5.
6.
A
SHELL
BE BY LISTED MEANS
PLACED AT THE BOTTOM
WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED USING
#8 AWG BARE -SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
S. COPPER BONDING CONDUCIOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A #8 AWG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR ANE) OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 68026 (VERIFY LOCATIONS) U51NO #8 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS; AND LADDER GRABRAIL5 IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE INSIF)E WALL OF THE POOL (5PA) AND 12 FT VERTICALLY ABOVI
THE MAXIMUM WATER LEVEL OF THE POOL USING 08 AWG BARE COPPER WIRE.
11. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
LOCATION OF COPPER TIC ONCONDUCTOR, BONDING JUMPERS, AND CONNECTIONS ELECTRICAL CONTRACTOR 5HALL CALL FOR THE INSPECTION OF THE BONDING OF
SHOWN ARE DIAGRAMMATIC ONLL Y. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE 12
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORtI TO THE SHAPE OF THE POOL THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
WHILE FIAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIUS SHALL BE PERMITTED.
RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEECh 25 OHMS
IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER GLAD STEEL, V LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE:, MINIMUM, AND WHERE
USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOL5,
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES.
IN THE5E CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALT_ BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF IT!E�YPICAL
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC,,
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTE
POOL
REINFORCING
STEEL
HEATER
°0° IIIA I o
TYPICAL POOL BONDING
NOT TO SCALE
BOND JUMPER
NOTE 9
TYPICAL
JUNCTION BOX
(IF USED)
NOTE5 2 AND 5N " (SPA jj -) I NOTE I
'OR
NOTE 3 BOND JUMPER
NOTE 8 MINIMUM 5/8" DIAMETER I\ FROM POOL REBAR OR
COPPER GROUND ROD
TYPICAL DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR
RESISTANCE VALUE OF
25 OHMS IS REACHED NOTE I
(IF U5ED)
BOND JUMPER
NOTE 10
TYPICAL
®SWIMMING POOL LT FIXTURE TYPICAL BONDING TYPES
NOTE II NOTES I, 4, NOT TO SCALE
E3 TYPICAL 5 AND 8
NOTES:
I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
TYPICAL POOL BONDING PLAN
NOT TO SCALE
POOL LIGHT NICHE
CONTROL PANEL(5)
TIC
SCHEMATIC NOTES:
1. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL 51-IELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAY5/CONDUIT5 SHALL BE IN ACCORDANCEi WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
BONDING LEGEND
• BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 2508
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM)
NOT V LID WITH
EMB O SEV tSJEAL
h
-FE8 Ti,
PARKER MYNCHENBERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RESIDENTAL SW/POOL
?' DESIGN EOR
SURFSIDE POOLS
,3 Ad 313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE OPCO44080
PARKER MYNCHENBERG. P.E. `#32645 ;
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MA5TER
FILE COPY. IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18, IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 3 OF 5
`J0.
OCEAN BLVD
S TE PLAN
SCALE:°= l' -O"
Rul
05. °�SY BS
list
HIN
c •�e:og�s�-;�6�
s
Ist♦w" BY AA
HEcnn EY:
(DATE: 1 12S/I:t
lJBF.RENGRI
I
DWG NO:
S1 8
u��
1
I
'
irl
��I
'
I
PROPOSED
2 -STY
GARAGE
iF 0'
I
1
I
�I
!p
0 o p
iI
PROPOSED
j I
I
I,ANAI/BAICONY �
1
1
I
1
1
1 0
1 LC
I
i
I
I �
EXISTING 2 -STY
I
-
CONC EILK
j
I
I,
I
i
"'
RESIDENCE
1
I
I
1
I
I
I
`J0.
OCEAN BLVD
S TE PLAN
SCALE:°= l' -O"
Rul
05. °�SY BS
list
HIN
c •�e:og�s�-;�6�
s
Ist♦w" BY AA
HEcnn EY:
(DATE: 1 12S/I:t
lJBF.RENGRI
I
DWG NO:
S1 8
u��
4" DECK
03 BAR AT 12" ON CENTER
LONG
FLAT
TURN DOWN FOOTER DETAIL TYPE
BRICK PAVER
POOL DECK
PAVER DECK
TURNDOWN DETAIL
04 BAR AT 12" ON
:ENTER
a
1-03 BAR VERTICALLY
J'
'
ENTER
® 36" ON CENTER-
1-05
1-03 BAR
CONTINUOUS
9"
PAVER DECK
TURNDOWN DETAIL
04 BAR AT 12" ON
:ENTER
3-1/2" TYP
ALL SLABS
FOOTING
(2) 03 REBAR CONT.
Y
I FT IN 6
OR
STEEPER
1 FT IN
TO
I FT IN
3) 03 REBAR CONT.
MOTERATE SLOPE FOOTING STEEP SLOPE FOOTING
TYPE 2 TYPE 2
BAR AT 12" ON CENTER
3AK
INUOUS 2N
sr
4 MIN 04 BAR AT 12" ON CENTER
�1
i�\
04 BAR AT 12" ON CENTER
<<
32"
4 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
24"
FT RETAINING WALL
AINING WALL 3000 P51 PUMP MIX CONCRETE
BAR AT 12" ON CENTER
5LA5-FOOTING DETAIL5
2500 MIN. GUNITE MAY BE SUB5ITIUTED
FOR 3000 PSI CONCRETE
USE 6X6 10/10 HW OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
GONGRETE PAVER DECK
z �
12"
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
5 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN G" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROAGHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SNORING.
THE POOL SHELL WALL SHALL BE —
CONSTRUCTED AT G" THICKNESS.
0 3 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 9"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION IS
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
— CONCRETE PAVER DECK
ON .;4: 1
12„
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W PAVER DECK
SIDE WALLS NOT `,XLID WITHOUT
EMBOSSED SEAL.
CONCRETE PAVER DECK
N
12"
i.)
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ FAVER DECK FEB 0 6 2018
FRONT WALL
3'-6" MIN. DISTANCE
LESS THAN 1 ON I
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCWOR NAILS OR TAPCONS TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
RWA
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLE5 AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE IS NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCNENBERG 4 A5500. INC
PROFE-55IONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RE5I DENTAL SW/POOL
DESIGN FOR
SURf=SIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
PARKER MYNCHENBERG, P.E. 032645 11 SHEET 4 OF 5
ffl
3-1/2" TYP
ALL SLABS
FOOTING
(2) 03 REBAR CONT.
Y
I FT IN 6
OR
STEEPER
1 FT IN
TO
I FT IN
3) 03 REBAR CONT.
MOTERATE SLOPE FOOTING STEEP SLOPE FOOTING
TYPE 2 TYPE 2
BAR AT 12" ON CENTER
3AK
INUOUS 2N
sr
4 MIN 04 BAR AT 12" ON CENTER
�1
i�\
04 BAR AT 12" ON CENTER
<<
32"
4 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
24"
FT RETAINING WALL
AINING WALL 3000 P51 PUMP MIX CONCRETE
BAR AT 12" ON CENTER
5LA5-FOOTING DETAIL5
2500 MIN. GUNITE MAY BE SUB5ITIUTED
FOR 3000 PSI CONCRETE
USE 6X6 10/10 HW OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
GONGRETE PAVER DECK
z �
12"
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK
5 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN G" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROAGHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SNORING.
THE POOL SHELL WALL SHALL BE —
CONSTRUCTED AT G" THICKNESS.
0 3 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 9"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION IS
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
— CONCRETE PAVER DECK
ON .;4: 1
12„
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W PAVER DECK
SIDE WALLS NOT `,XLID WITHOUT
EMBOSSED SEAL.
CONCRETE PAVER DECK
N
12"
i.)
3000 P51 CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ FAVER DECK FEB 0 6 2018
FRONT WALL
3'-6" MIN. DISTANCE
LESS THAN 1 ON I
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCWOR NAILS OR TAPCONS TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
RWA
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLE5 AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE IS NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCNENBERG 4 A5500. INC
PROFE-55IONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RE5I DENTAL SW/POOL
DESIGN FOR
SURf=SIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
PARKER MYNCHENBERG, P.E. 032645 11 SHEET 4 OF 5
1�2 I aFIG
L PAVER
MUD SET --I' ` OL DECK
03 BAR AT 12" ON CENTER
X �<
in
in
\
36" TURNDOWN
WALL 3000 F51 FUMP MIX
ALUMINIUM SCREEN UPRIGHT
04 BAR GONTINIOU5
OJ
ON
POOL SHELL `r
O
STANDARD YARD N
ELEVATION
ALUMINIUM 50REEI4 UPRIGHT
05 BAR GONTINIOU5 8
Al
X
Q
L
i
m
O
H
O
�D
xx
alln
�O
�— #5 BAR AT 40" ON CENTER
ya; WITH CELL FILLED WITH CONCRETE
Xw DECK DRAIN
STANDARD YARD W 4" POOL DECK
ELEVATION
BAR AT 12" ON CENTER
BLOCK WALL DETAIL
WALL 3000 PSI PUMP MIX CONCRETE
05 BAR AT 40" ON CENTER
WITH CELL FILLED WITH CONCRETE
DECK DRAIN
/ 4" POOL DECK
f t t
BLOCK WALL DETAIL
WALL 3000 PSI PUMP I`IIX CONCRETE
BAR AT 12" ON CENTER
6 FT RETAINING WALL
RETAINING WALL 3000 PSI PUMP MIX CONCRETE
ITER
N
PARKER
o'
FEB
1YNG1 ENBERG .PSE: #2645: R
s `a
BOND BEAM WITH
1 #5 BAR
DOWELS
05 REBAR 24" MAX SPACING
USE #4 REBAR IF UNDER 6'-O"
f-05 RE15AR 12" MAX USE 044 REBAR F UN DER G'—O"
RETAINING WALL
N
A
B
G
DOWELS TOP FOOTING
1'-4"
10"
I'-8"
10"
15
48"
05
40"
2'-8"
10"
1'-8"
10"
15
/I
05
40"
V-4"
12"
2'-0"
12"
#5
48"
B
40"
4'
RETAINING WALL
N
A
B
G
DOWELS TOP FOOTING
1'-4"
10"
I'-8"
10"
15
48"
05
40"
2'-8"
10"
1'-8"
10"
15
48"
05
40"
V-4"
12"
2'-0"
12"
#5
48"
#5
40"
4'
12"
2'-0"
12"
#5
48"
05
40"
4'-8"
12"
2'-6"
12"
#5
48" 1
#5
40"
5'-4"
12
3'-O"
12"
#5
48" 1#5
40to
6'
'- 1
V-8"
12"
1 #5
48" 1
#5
40"
TYF'. RETAINING WALL DIMENSIONS
PARKER MYNOPENSERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
112q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-68gl FAX (386) 611-2114
TYPICAL
RESIDENTAL SW (FOOL
DESIGN FOR
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(qO4) 246-2666
5TATE LICENSE CFC044080
THIS 51GNED AND 5EALED SPEET 15 TO BE U5ED A5 A MA5TER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18, IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
5HEET 5 OF 5
0 ji
WA 192"1
POOL 30'X 17'
W/ 3 WALL RETURNS & I PRESSURE
CLEANER LINE
SPA 7' DIAMETER
W/ 4 THERAPY JETS
3'0" MINIM��
3" TEE
3" PIPE Y PIPE
3'! X T/2" RED.
BUSHING
t ---Lr" TRUNK
_j TO EQ.
POOL/SPA WITH HEAT PUMP & GAS HEATER FILTER
SCHEMATIC
THIS PLAN TO CORRELATE TO PERMIT
SUBMITTED BY RJ ATLANTIC BUILDERS INC;
EXISTING GARAGE IN POOL AREA TO BE
DEMOLISHED BY GC.
[UU1111:24AC111111111111►I
AA 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 SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
0) RAISED BEAM WATERFALL W/
TWO 24" WATERFALLS
RAISED 6" -12" - 6"
C?
EXISTING RESIDENCE
Florida Building Code V, Edition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
—THROUGH DECK BOX. LIGHT
GFCIPROTECTED,
POOL SKIMMER TO
POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
COPING ONLY. NO
DECK BY SURFSIDE.
11141 1 z 19 _- f -AT -01 12, 2 Lvi I : r A: ill 120A: I ivi I: 10 1
M rn a 0 z I a -.101 j I a Illevzol
ITAT F_ K TO P KO P F_ A..' LVF1 F.
SAFETY BARRIERS:
FENCE & HOUSE / WINDOW
ALARMS UP TO POOL
SAFETY CODE.
00
00
co
LU
C14
o
6'0"
C14
r --
LU
DEEP
-
17'
04
W
CD
CO
POOL 30' 17'
2 SPA
C,4
w
w
11,900 GAL ONS
RAISED
12"
w
w
SPA VDIA ETER
z
53650
W
Z
CO
GALL NS
cl)
z
0
<
z
n w
w
LU
w
4
0
0
1
0
1 1%
W
LU
SPA SIDE I
LU
r- — — — — —
REMOTE
w
0
0
w
w
SUNSHEL
5' 10w--41
ca
15
0
3'0"
Cn U.1
DEEP
•
Z
UMBRELLA
z
z
w
ANCHOR
Cn
w
BUBBLER
0
w
w
w
0 (0
L--------- - — — — — _----
III 1
PROPOSED LANAIIII
1
III i
JUNCTION BOX
POOL EQUIPMENT_
EXISTING RESIDENCE
Florida Building Code V, Edition (2017) Residential
Conforms to Chapter 42
2014 National Electrical Code
NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
—THROUGH DECK BOX. LIGHT
GFCIPROTECTED,
POOL SKIMMER TO
POOL EQUIPMENT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
COPING ONLY. NO
DECK BY SURFSIDE.
11141 1 z 19 _- f -AT -01 12, 2 Lvi I : r A: ill 120A: I ivi I: 10 1
M rn a 0 z I a -.101 j I a Illevzol
ITAT F_ K TO P KO P F_ A..' LVF1 F.
SAFETY BARRIERS:
FENCE & HOUSE / WINDOW
ALARMS UP TO POOL
SAFETY CODE.
w
00
00
co
LU
C14
o
z
C14
r --
LU
C14
-
04
C-4
CO
(0
w
w
0
>
w
w
Uj
z
C�
Z
CO
Uj
>_
z
CO Od
<
z
n w
w
LU
w
(L
0
L)
0
z
W
LU
W
LU
0
w
0
0
w
w
Cn
ca
15
0
LU
Cn U.1
•
Z
W
z
z
w
z
Cn
w
0
w
w
w
0 (0
w
LU
C14
z
C14
LU
LU
LL
>
LLI
Z
CO
Uj
LU
z
CO Od
<
Ui
2
0
w
0
z
0
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0
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Cn
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Cn U.1
0.
Z
W
0
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0 (0
-61 8 11
IMPERVIOUS CALCULATIONS:50.0
r---------------
TOTAL LOT: 6,250 SQ IFT
I r I
frog°g6
5��eas.:o����
HOUSE/PATIO:
1,845 SQ FT j ?�; j5$I$€if5
GARAGE/STEPS:
PROPOSED oal
405 SQ FT j 2-STY o ��I 1
8g.o`5o3. §�.Jj
=a��ael$4
DRIVEWAY:
859 SQ FT GARAGE r a ¢
�:ea fiE
TOTAL IMPERVIOUS:
3,109 SQ FT
ISR: 50%
j 5' 19"
----- THIS PLAN TO CORRELATE WITH
I PROPOSED I PERMIT SUBMITTED BY RJ
SAFETY BARRIERS:
FENCE & HOUSE/WINDOW
ALARMS j LANAI/BALCONY , ,51511 ATLANTIC BUILDERS INC.
UP TO POOL SAFETY
CODE. i POOL,,'�►
II EQUIPMENT
ALARMS TO MEET CODE
UL2017.
a
Ln ji j Ln
N II I I N
j
POOL / SPA COPING ONLY,
NO DECKING BY SURFSIDE.
EXISTING 2-STY
I GONG BLK j
RESIDENCE
� I � I COMMUNITY
TAKEN j I
w
MEASUREMENTS MEASUREENTS
FROM EDGE OF WATER
TO I' I APPRo
C
PROPERTY LINE.
I I D
o
l0.]i
w c.,
- - -----------� SCALE: 1/20" = 1'
50.0
SITE PLAN
SCALE: d. - l'-O"
I
n:��
�
" n/?x/Ix
-------------------------
9
oe mumlim EBENER
OCEAN BLVD
71095
--i
Dwo NO:
S1 8
OF �EE,_
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY l'HE
POOL CONTRACTOR FOR EAGN PROJECT. TWE POOL
CONTRACTOR -MUST USE THE MAXIMUM FLOW CAPA-,ITY
OF TOE SELECTED PUMP AND PROVIDE HYDRAULIG
CALCULATIONS FOR TOW TO DETERMINE PROPER
PUMP AND PIPING SIZING. TWE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTHER DOGUMENITATION
FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING THE
CIRCULATION SYSTEM.
RECIRCULATION
GHLORINATC
POOL
FILTER
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 15 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 15
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA. 1-1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
RETURN LINE
r— _ __ __ ___ _ ------------
I � , F (OPTION WALL RETURNS)
I1 n
II n
II
11
II
RETURN INLET
(OPTION WALL RETURNS)
I RETURN INLET-'
11 UNDERWATER LIGHT (OPTION WALL RETL
N DRAIN SI�GTION
--------r MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
SUCTION 1 1 1 1 i __--
111 LI — li1 .—J1 JJr{{ ___ �i________________ r =_____-- —
111 --- —•- �� V II W
I I j 11 1j Q
ly
11 (ISI I i FLOOR RETURN
iii i � 3 REQ'D.
III II
II 12ETUKN III II
—RETURN INLET INLET �RE1
1 SKIMMER
I I
I I
n 11
l i SKIT IMER I I
I
y------------
-
-----------------------
RETURN LINE
(OPTION WALL RETURN5)
LOW
PROFILE
JUNCTION
BOX—
UL APPROVED
UNDERWATER LIGHT
POOL SHELL 3000 P51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
6"-1" IN VERTICAL WALLS (TTP)
6'-8" IN COVES AND FLOOR5 (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 P51 CONCRETE
I'-6"
4.0' SWIM
mim OUT
DEEP END FLOOR ANO
WALL REINFORCEMEN7
TO SLOPE 5REAK-
05 BAR ® 12" ON CENT
03 BAR ® G" ON GENT
WATER LINE
DECK OVER
POUR OR
BRICK COPING
c0
2—e BARS--/ ' 03 BAR CONT.
DONT. IN 6" OF WATER IN 5" THICK BOND
811XB" BOND LINE TILES BEAM
BEAM
1
Zig RETURN INLET
45)zi
I
I
wl
INLET
WALL RETURNS)
T` FICAL SWIMMING POOL
#3 BAR5 GRADE 40,12" O.G.
VERTICAL AND
ERAMIC TILE HORIZONTAL (TYP)
WATER LINE
1/2" QUARTZ
FINISH
`—MAIN DRAIN W/ RELIEF PLUG OR 2"
\ WYOR05TATIC RELIEF VALVE, IF REQ -D.
ROCKBED
EACH WAY < 8.0' DEEP
EACH WAY > 8.0' DEEP AND OVER.
POOL SECTION
4"
i»OI
03 BAR5 12" ON CENTER
EACH WAY (GRADE 40)
ALTERNATE SEAM
FINISH DETAIL
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 P51
OR WIRE MESH
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC GODE AND AS REQUIRED
BY LOCAL INSPECTOR.
B. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND SHAPE. IF FILL IS REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL THICKNESS (8" TO 10')
S. ALL PVC PIPE WILL BE SCHEDULE 40.
6. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10, ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.S.IJAS. M.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTER5 42 AND 45 OF
THE 2011 FLORIDA BUILDING CODE GTP EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
U51NO AT LEAST ONE() 08 AWG BARE 50LID COPPER
CONDUCTOR.
15. FOR RE51DE14TIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 03 REBAR 12" O.C.B.W. OVER 8'-0'
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-O" A SPECIAL DESIGN
WILL BE REQUIRED.
16, RESIDENTIAL POOLS SHALL COMPLY WITH THE
AN51/APSP/IGC-5 2011 FOR RESIDENTIAL INGROUND POOL5,
AN51/APSP/ICG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND ANSI/APSP/ICG-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN5I/APSP/ICG-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
Il. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM GLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
COMPACTED 501L UNDER PARKER MYNCNENBERG 4 A5500. INC
CONCRETE DECK
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
I129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
NOT VALID WITHOUT
EMBOSSED SEAL.
t
a c
amt
LB1 0 62,Oj_8.
PARKER MYN HENBERG, P,Ei' #32645
TYPICAL
RE5IDENTAL 5W/POOL
DESIGN FOR
SURES 1 DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE OF0044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, TH15 DRAWING
MAY BE RENDERED VOID.
SHEET I OF 5
K=CAKC.ULAI fUN
Cd!1WVNI a►.r_W.
POOL
FILTER
THERAPY JET
RETURN LINE
�� 11
11
11
I!
MAIN DRAIN (SUCTION)
--------------------
:::7LZZ7/7::
l'
II
ii
11
II
11
I i I I
11 11
I
11 II
RETURN LINE
- ------------ J
II II
11 11 II
IL ------------------------------JI
L---------------------------------
MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND 5PA SAFETY ACT.
(SECOND MAIN DRAIN MAY BE ON SIDE WALL)
TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
6" IN VERTICAL WALLS (TYP)
6" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UBSITIUTED
FOR 3000 P51 CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
COMPACTED SOIL
UNDER GONCETE
DECK
N
MAIN DRAIN
SUCTION LINE
-- ------�-�--
MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REQV.
5ECTI ON
UNDERWATER LIGHT
3/4" BULLN05E
TILE OPTIONAL
ON EDGE OF
STEP.
PAVER DECKING OR
4" THICK GONGRETE
DECK W/ FIBERMIX
3000 P51
WATER
LINE
6"X6" CERAMIC TILE
LOW
PROFILE
JUNCTION
BOX
MIN.
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
_— 1-1/2 TIMES THE DIA.
MA—IN
MAIN DRAIN
DRAIN
GAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-03 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE —
DECK AND TILE DETAIL
DEXTRA K3 BARS
NOT VALID WITHOUT
coNrlNUous
EMBOSSED SEAL.'
pa.
#3 BARS 12" O.G.
i�Ta i y
p 0 c
00
VERTICAL AND
HORIZONTAL HORIZONTAL (TYP)
yf y t >oa t. NCA4 9
*00
0
(GRADE 40)
-
p00
.00
'lam
000
ROGKBED
fib'.
aP
J
�018
PARKER MYNCHENBERG, P.E. #32645
AGRLYIC FINISH
PARKER MYNCHEENBERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32117
(386) 617-6891 FAX (386) 6-11-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOR
SURFSIDE POOLS
313 BEACH BOULEVARD'
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE GP0044080
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 2 OF 5
Simplified
Total Dynamic Head Calculation
18_.
Friction loss in suction pipe
Pool/Spa Combo
@
Determine Maximum System flow Rate:
117 gpm ( from pipe flow/friction loss chart) = 0.09
Friction loss in return pipe
2"
Swimming Pool Info: 373
3
to 6 to N/A _
Volume: 11900 gallons
( Surface Area
38
(Shallow)
3
(Deep) (Shallow)
Volume: 550 gallons
Spa Info:
45
x
Ft. of head per one foot of pipe 0.16 =
( Surface Area
(Depth)
18.1
20.4
TDH in piping
11.25
Other Loss in TDH
12450 Total Volume
Preferred Turnover Time in Hours :
6
x 60 min. = 3610
-
Main Drain 2.34
(Hours)
(turnover time in minutes)
1 Heater loss in TDH (from
Maxium Pool Flow Rate: 12450
divided by
360 35 gpm
48 = 83 gpm
(gallons)
(turnover
time in minutes) (flow rate pool)
(feature flow rate)
Spa Jets (#) 4 x
13
gpm per jet = 52
flow rate
(# of jets)
oet flow)
4
Floor System 0.00
A&A Quik Clean System NONE x
0
gpm Cleaner Head 0
flow rate
NONE x
0
gpm Cleaner Head 0
flow rate
NONE x
0
gpm Cleaner Head 0
flow rate
(# of heads)
(head flow)
0
Total Floor Heads flow rate
22.9
83
4- Highest required flov✓ rate between "Maximum Pool Flow
Maximum Pool System Flow Rate:
31.9
Rate" and "Spa .lets" and "Quick
Clean System"
Determine Pipe Sizes:
16.1
18.4
20.6 1
PoollSpa: Branch piping to be:
3"
inch to keep velocity @ 6 fps.Max.at :
136 gpm. Maximum System Flow Rate
Trunk piping to be :
2.5"
inch to keep velocity @ 8 fps.Max.at:
117 gpm. Maximum System Flow Rate
Return piping to be
2"
inch to keep velocity @ 10 fps.Max.at :
103 gpm. Maximum System Flow Rate
Determine Simplfied TDH (POOL);
Jandy Pro Series VS FloPro Series Pump
VS-FHP1.0 Perform- Curves
43
W
18_.
Friction loss in suction pipe
2.5"
@
8 fps inch pipe per one foot @
117 gpm ( from pipe flow/friction loss chart) = 0.09
Friction loss in return pipe
2"
@
10 fps inch pipe per one foot @
103 gpm ( from pipe flow/friction loss chart) = 0.16
Length of suction pipe
45
x
Ft. of head per one foot of pipe 0.09 =
4.05 TDH in piping
Length of pressure pipe
45
x
Ft. of head per one foot of pipe 0.16 =
7.20 TDH in piping
90
18.1
20.4
TDH in piping
11.25
Other Loss in TDH
ft. of head
#
Filter loss in TDH (fromfilter
data sheet)
-
Main Drain 2.34
2.34
20.4
1 Heater loss in TDH (from
heater data sheet)
0.00 (from heater data sheet)
Returns 3/4" 3.30
3.30
9.2
1
5.64
Therapy Jet 0.00
27.72
22.8
0 Pool Total Dynamic
Head (TDH)
20
4
Floor System 0.00
19.65
13.8
0
18.3
20.5
`Total 5.64
TT
27.3
29.6
5
11.6
13.8
8
18.3
20.6
22.9
25.1
27.4
29.6
31.9
F
13.8
16.1
18.4
20.6 1
22.9
25.2 1
27.4
29.7
31.9
34.2
3
18.4
20.7
23.0
25.2
27.5 1
29.7
32.0
34.3
36.5
18.5
20.7
23.0
25.3
27.5
29.8
32.0
34.3
36.6
°
1
i�
g
20.8
23.1
25.3
27.6
29.8
32.1
34.4
36.6
38.9
41.1
i 10
23.1
25.4
27.6
28.9
32.1
34.4
36.7
38.9
41.2
43.4
25.4
27.7
29.9
32.2
3a
R
39.0
41.2
43.5
45.8
27.7
30.0
32.2 1
34.5
36.8
3
41.3 1
43.5
45.8
48.1
t
' 13
30.0
32.3
34.6 1
36.8 1
39.1
41.3
43.6
45.9 1
48.1
50.4
`.
14
32.3
34.6
36.9 1
39.1
41.4
43.6 1
45.9
48.2
50.4
52.7
1
1,5
34.7
36.9
39.2
41.4
43.7
46.0
48.2
50.5
52.7
55.0
i-
1 3
37.0
39.2
:i 40
43.7
46.0
48.3
50.5
52.8
55.0
57.3
1 f
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
59.6
17 w
41.6
43.8
46.1
48.4
50.6
52.9
2
57.4
59.7
61.9
W
1 `9
43.9
46.2
48.4
50.7
52.9
55.2
57.5
59.7
62.0
S
3D_
M
23
46.2
48.5
50.7
53.0
55.2
_._
59.8
62.0
.......-...
66.5
_.....
1
..
.-_._.-
53.0
55.3
_
59.8
_ _..
13 a
66.6
68.9
=
22
50.8
53.1
55.3
57.6
59.9
62.1
64.4
66.6
68.9
71.2
23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69.0
71.2
73.5
ITIRP111
'I 24
55.4
S7.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
25
57.8
60.0
62.3
64.5
66.8
69.1
71.3
73.6
75.8
78.1
[
; 26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
'. 2T
62.4
64.6
66.9
69.2
;r
R
75.9
78.2
80.5
82.7
23
64.7
66.9
69.2
71.5
73.7
76.0
78.2
80.5
82.8
85.0
29
67.0
69.3
71.5
73.8
76.0
78.3
80.6
82.8
85.1
87.3
3 30
69.3
71.6
73.8
76.1
78.3
80.6
82.9
85.1
87.4
89.6
0 10 20 30 90 60 W 71W90 1W 110 120 130 190 150 100 170 130 190 2W
1. Rata, 04- P.r Mbm , (GPM)
Distance from nearest edge of pool to pump in feet = 45
Total Head in Feet Conversion Chart-,.,,
Inches Mercury (Vacuum Gauge)
4_.._----- 8. $11-�Q 12-1 94__-16
18_.
Friction loss in suction pipe
2.5"
@
8 fps inch pipe per one foot @
117 gpm ( from pipe flow/friction loss chart) = 0.09
Friction loss in return pipe
2"
@
10 fps inch pipe per one foot @
103 gpm ( from pipe flow/friction loss chart) = 0.16
Length of suction pipe
45
x
Ft. of head per one foot of pipe 0.09 =
4.05 TDH in piping
Length of pressure pipe
45
x
Ft. of head per one foot of pipe 0.16 =
7.20 TDH in piping
15.9
18.1
20.4
TDH in piping
11.25
Other Loss in TDH
ft. of head
#
Filter loss in TDH (fromfilter
data sheet)
3.60 ( from filter data sheet)
Main Drain 2.34
2.34
20.4
1 Heater loss in TDH (from
heater data sheet)
0.00 (from heater data sheet)
Returns 3/4" 3.30
3.30
9.2
1
'Total all other loss
5.64
Therapy Jet 0.00
27.72
22.8
0 Pool Total Dynamic
Head (TDH)
20
4
Floor System 0.00
19.65
13.8
0
18.3
20.5
`Total 5.64
25.1
27.3
29.6
5
Pool Pump: JandV FloPro VS -FHP 1 hp
83 Gallons Per Minute 20 Total Dynamic Head (TDH)
Pool Filter: Jandu CS150 Cartridge
Heater: JXi400P Jandy Pro Series (LP Ig as
Pool Nova 7-314" Pool Drain
Main Drain:
Floor Installation @ 150 gpm ma;ic. flow
-
_..
47--r,
Total Head in Feet Conversion Chart-,.,,
Inches Mercury (Vacuum Gauge)
4_.._----- 8. $11-�Q 12-1 94__-16
18_.
0.0
2.3
4.5
6.8
9.0
11.3
13.6
15.8
18.1
20.3
1
2.3
4.6
6.8
9.1
11.4
13.6
15.9
18.1
20.4
22.7
2
4.6
6.9
9.1
11.4
13.7
15.9
18.2
20.4
22.7
25.0
1
6.9
9.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
9.2
11.5
13.8
160
18.3
20.5
22.8
25.1
27.3
29.6
5
11.6
13.8
16.1 1
18.3
20.6
22.9
25.1
27.4
29.6
31.9
F
13.8
16.1
18.4
20.6 1
22.9
25.2 1
27.4
29.7
31.9
34.2
16.2
18.4
20.7
23.0
25.2
27.5 1
29.7
32.0
34.3
36.5
18.5
20.7
23.0
25.3
27.5
29.8
32.0
34.3
36.6
38.8
g
20.8
23.1
25.3
27.6
29.8
32.1
34.4
36.6
38.9
41.1
i 10
23.1
25.4
27.6
28.9
32.1
34.4
36.7
38.9
41.2
43.4
25.4
27.7
29.9
32.2
34.5
36.7
39.0
41.2
43.5
45.8
27.7
30.0
32.2 1
34.5
36.8
39.0
41.3 1
43.5
45.8
48.1
t
' 13
30.0
32.3
34.6 1
36.8 1
39.1
41.3
43.6
45.9 1
48.1
50.4
`.
14
32.3
34.6
36.9 1
39.1
41.4
43.6 1
45.9
48.2
50.4
52.7
1
1,5
34.7
36.9
39.2
41.4
43.7
46.0
48.2
50.5
52.7
55.0
i-
1 3
37.0
39.2
41.5
43.7
46.0
48.3
50.5
52.8
55.0
57.3
1 f
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
59.6
13
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
W
1 `9
43.9
46.2
48.4
50.7
52.9
55.2
57.5
59.7
62.0
64.2
{
23
46.2
48.5
50.7
53.0
55.2
57.5
59.8
62.0
64.3
66.5
I[
1
48.5
50.8
53.0
55.3
57.6
59.8
62.1
64.3
66.6
68.9
=
22
50.8
53.1
55.3
57.6
59.9
62.1
64.4
66.6
68.9
71.2
23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69.0
71.2
73.5
'I 24
55.4
S7.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
25
57.8
60.0
62.3
64.5
66.8
69.1
71.3
73.6
75.8
78.1
[
; 26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
'. 2T
62.4
64.6
66.9
69.2
71.4
73.7
75.9
78.2
80.5
82.7
23
64.7
66.9
69.2
71.5
73.7
76.0
78.2
80.5
82.8
85.0
29
67.0
69.3
71.5
73.8
76.0
78.3
80.6
82.8
85.1
87.3
3 30
69.3
71.6
73.8
76.1
78.3
80.6
82.9
85.1
87.4
89.6
'. 31
71.6
73.9
76.1
78.4
80.7
82.9
85.2
$7.4
89.7
92.0
32
73.9
76.2
78.4
80.7
83.0
85.2
87.5
89.7
92.0
94.3
33
76.2
78.5
80.8
83.0
85.3
87.5
89.8
92.1
94.3
96.6
34
78.5
80.8
83.1
85.3
$7.6
89.8
92.1
94.4
96.6
.98.9
1
36
80.9
83.1
85.4
1 87.6
1 89.9
1 92.2
94.4
96.7
98.9
101.2
1
Design
Head
LOSS
(ft head)
ci IJV'. 60 so 120
Flown (tate (gpm)
3
Design
Pressure
2 DfO?
(gel)
Tom'* G$150
1 05200
t
--- CS250
CS100 i
0
Robert & Laura Ebener
1330 Ocean Blvd.
Atlantic Beach 32233
12/20/2018