23 CORAL ST POOL19-0007 DWGS 01Simplified Total Dynamic HllDad Calculation 43%
Pool Only a E'
Determine Maximum Svstem flow Rate:
Swimming Pool Info: 276
3.5
to
5 to N/A
2.5"
Volume: 7700 gallons
( Surface Area
(Shallow)
2"
(Deep) (Shallow)
lo fps inch pipe per one foot @
103 gpm ( from pipe flowlfriction loss chart) = 0.16
Spa Info: N/A 0
0
x
Ft. of head per one foot of pipe 0.09 =
3.15 TDH in piping
Volume: 0 gallons
( Surface Area
(Depth)
Ft. of head per one foot of pipe
0.16 =
5.60 TDH in piping
15.9
18.1
24.4
22.7
TDH in piping
$,75
7700 Total Volume
Preferred Turnover Time in Hours :
6
Filter loss in TDH (from filter
x 60 min. = 360_
1.00 ( from filter data sheet)
Main Drain 2.34
2.34
(Hours)
Heater loss in TDH (from
(turnover time in minutes)
0.00 (from heater data sheet)
Returns 3/4" 3.30
Maxium Pool Flow Rate: 7700
divided by
13.7
360 22
gpm
0 22 gpm
(gallons)
(turnover time in minutes) (flow rate pcol)
Pool Total Dynai'nk
(feature flow rate)
Spa Jets (#) NONE
x 13
gpm
per jet =
0
flow rate
(# of jets)
(jet flow)
25.1
27.3
29.6
',..
A&A Quik Clean System NONE
x 0
gpm
Cleaner Head0
18.3
flow rate
NONE
x 0
gpm
Cleaner Head
0
flow rate
NONE
x 0
gpm
Cleaner Head
0
flow rate
(# of heads)
(head flow)
29.7
31.3
0
Total Floor Heads flow rate
Maximum Pool System Flow Rate:
22
4"'
Highest required flow
rate between "Maximum Pool Flow
25.2
27.5
29.7
Rate" and "Spa J(
As" and "Quick
Clean System"
Determine Pipe Sizes:
7--Y--185
20.7
23.0
25.3
Pool/Spa: Branch piping to be:
3rr
32.0
inch to keep velocity @ 6 fps.Max.at :
136 gpm. Maximum System Flow Rate
Trunk piping to be :
2.5rr
9
inch to keep velocity @ 8
fps.Max.at:
117 gpm. Maximum System Flow Rate
Return piping to be
2 -
32.1
inch to keep velocity @ 1
D fps.Max.at :
103 gpm. Maximum System Flow Rate
Determine Simplfied TDH (POOL):
Distance from nearest edge of pool to pump in feet = 35
Total Head in Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
_.-.-- 68 10� -12� 14-16
1 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"
@
lo fps inch pipe per one foot @
103 gpm ( from pipe flowlfriction loss chart) = 0.16
Length of suction pipe
35
x
Ft. of head per one foot of pipe 0.09 =
3.15 TDH in piping
Length of pressure pipe
35
x
Ft. of head per one foot of pipe
0.16 =
5.60 TDH in piping
15.9
18.1
24.4
22.7
TDH in piping
$,75
Other Loss in TDH
ft. of head
#
Filter loss in TDH (from filter
data sheet)
1.00 ( from filter data sheet)
Main Drain 2.34
2.34
1
Heater loss in TDH (from
heater data sheet)
0.00 (from heater data sheet)
Returns 3/4" 3.30
3.30
1
13.7
'Total all other loss
5.64
Therapy Jet 0.00
27.72
0
Pool Total Dynai'nk
Head (TDH)
15
Floor System 0.00
19.65
0
16.0
18.3
24.5
`Total 5.64
25.1
27.3
29.6
',..
_5
Pool Pump: Jandu FloPro VS -FHP 1 hD
22 Gallons Per Minute 15 Total Dynamic Head (TDH)
Pool Filter: Jandu CS150 Cartridge
Heater: None
Pool A&A Single Channel Trench Drain
Main Drain: 0
Floor Installation @ 196 gpm max jlow
I
-
Total Head in Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
_.-.-- 68 10� -12� 14-16
1 18
I)
-'I
0.0
2.3
4.5
6.8
9.0
11.3
13.6
15.8
18.1
20.3
2.3
4.6
6.8
9.1
11.4
13.6
15.9
18.1
24.4
22.7
2
4.6
6.9
9.1
11.4
13.7
15.9
18.2
20.4
22.7
25.0
3
6.9
9.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
_4
9.2
11.5
13.$
16.0
18.3
24.5
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
23.6
31.9
6
13.3
16.1
18.4
20.6
22.9
25.2
27.4
29.7
31.3
34.2
7
16.2
18.4
20.7
23.0
25.2
27.5
29.7
32.0
34.3
36.5
7--Y--185
20.7
23.0
25.3
27.5
29.8
32.0
34.3
36.6
38.8
9
20.8
23.1
25.3
27.6
29.8
32.1
34.4
36.6
38.9
41.1
',
10
23.1
25.4
2T.6
29.9
32.1
34.4
36.7
38.9
41.2
43.4
':
11
25.4
27.7
29.9
32.2
34.5
36.7
39.0
41.2
43.5
45.8
12
27.7
30.0
32.2
34.5
36.8
39.0
41.3
43.5
45.8
48.1
L 13
30.0
32.3
34.6
36.8
39.11]5:
43.6
45.9
48.1
50.4
32.3
34.6
36.9
39.1
d1.4
48.2
50.4
52.7
15
34.7
36.9
39.2
41.4
43.7
50.5
52.7
55.0
[
1
37.0
39.2
41.5
43.7
46.0
0.5
52.8
55.0
57.3
17
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
59.6
1{p j
18
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
t
9jM
19
43.9
46.2
48.4
50.7
52.3
55.2
57.5
59.7
62.0
64.2
':.
20
46.2
48.5
50.7
53.0
55.2
57.5
59.8
62.0
64.3
66.5
21
48.5
50.8
53.4
55.3
5T.6
59.8
62.1
64.3
66.6
68.9
22
50.8
53.155.3
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
24
55.4
1 57.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
25
57.8
1 60 0
62.3
64.5
66.8
69.1
71.3
73.6
75.8
78.1
2660.1
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
69.2
71.4
73.7
75.9
78.2
80.5
82.7
28
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
f
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
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
34
78.5
80.8 1
83.1
85.3
87.6
89.8 1
92.1
94.4
96.6
38.9
35
80.9
83.1 1
85.4
87.6
89.3
92.2 1
94.4 1
96.7
9$.9
101.2
Design
Bead
Loss
(ft Dead)
JarfV CatUid a Fitter, CS Series
De ion
Preswe
Drop
(psi)
-^ CS160
05200 r
W- C 260
0 60 so 120
Flow Rate (gpm)
Pools • Spas o Service
Christopher & Jennifer Griffith
23 Coral Street
Atlantic Beach 32233
2/19/2019
MAP
SHOWING
SURVEY
OF
LOT 12, BLOCK 8, OCEAN GROVE, UNIT
No. 1, AS RECORDED IN PLAT BOOK
15, PAGE 82 OF THE
CURRENT PUBLIC RECORDS
OF DUVAL
COUNTY, FLORIDA
SETBACK MEASUREMENTS TAKEN
FROM EDGE OF WATER TO PROPERTY
LINE.
SAFETY BARRIERS:
FENCE & HOUSE ALARMS UP TO POOL
SAFETY CODE.
ALARMS TO MEET CODE UL2017.
10 20 40
SCALE: 1 " = 20'
LOT B
FOUNDIRpB P
C-
W
P
3
LOT 9
( 50.55' FIELD ) —
`rn.
-2-7' 6'.
4.
SCi2EFcNED
LANAI
f 15.5' rn
t
EQUIPMENT
2 STORY t
WOOD FRAME
Lyi RESIDENCE
I No. 23
BEP & ICV
b1 Al .4, ` 191
5.1 COVE
o�
O
'°
4 IRON � 508°LD
FOUND NO CAP CABLE ( Sd
PIPE,, 0 RISER
tyc3 SEviFrR
r
NEW IMPERVIOUS CALCULATIONS:
TOTAL LOT: 5,522 SQ. FT.
EXISTING IMPERVIOUS AREA: 2,665 SQ. FT.
CREDIT DRIVEIWALK PERVIOUS AREA: 512@45%: (230 SQ. FT)''
NEW POOL DECK & COPING: 245 SQ. FT.
TOTAL IMPERVIOUS: 2,680 SQ. FT.
ISR: 49%
LOT 10
(EXCEPT THE SOUTH
0
10.00 FEET)
54.40'
r�
n�
110-00SOUV
j
(TFEET OF LOT
ENT
r f
2
5 _ — w
440*
54.40
O
rUND�4iEo1LPE,
rii
NO CAP
n
Z
�I
q
-v
I co
r �Gn
O I
D,
r. LOT 11
0
Q U,
r�
n�
o
j
0 rn
•0
r f
2
m
VALYL -
VdOOD PO�'�-R POLE�Ci6LE n
RISER { STREET -- CENiFRLiNF.—
rR PAVED PUBLIC ROAD
-'�GHT of WAY
40 R IMPERVIOUS CALCULATIONS
NOTES -
1. THIS IS A BOUNDARY SURVEY.
2, NO BUILDING RESTRICTION LINES PER PLAT.
3. NIORTH ARROW PROTRACTED FROM PLAT.
4. IIITERIOR ANGLES PER FIELD SURVEY.
5. EASEMENT AS PER PLAT.
6. BUILDING TIES ARE TO FOUNDATION.
7. BFP DENOTES BACK FLOW PREVENTER.
8, ICV DENOTES IRRIGATION CONTROL VALVE.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS WELL AS CAN BE
DETERMINED FROM THE FLOOD INSURANCE RATE MAP
No. 112031CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
11 1 VALID WITHOUT THE SIGNATURE
APPROVED
NOT
AND THE ORIGINAL RAISED SEAL OF ADDED IMPERVIOUS AREA - FEB. 19, 2019
A FLORIDA LICENSED SURVEYOR FINAL - OCTOBER 23, 2017
ANDI MAPPER." REVISED CERTIFICATIONS - OCTOBER 11, 2016
CHECKED BY:
DRAWN BY- SWC
FILE: 2019-0274
;� (116-0987; 2017-1012
LOT AREA = 5,522 SQUARE FEET (SF)
BUILDING AREA = 1741 SF
FRONT WALK AND PORCH = 179 SF
DRIVE AND PAVER WALK = 512 SF
A/C PAD = 9 SF
LANAI = 224 SF
TOTAL IMPERVIOUS = 2665 SF
% IMPERVIOUS = 48.3%
THIS SURVEY WAS MADE FOR THE BENEFIT OF
CHRISTOPHER I. GRIFFITH and JENNIFER WAUGH
GRIFFITH.
DONN W. BOATWRIGHT, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
—1[BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
AUGUST 23, 2016
SHEET 1 OF 1
& WALK ARE PERVIOUS
RS 45%
A CREDITED
�
TSET
ERAGE FOR IMPERVIOUS
I
i
CULATIONS)
( 54.45' FIELD )
1
5-
FOUND 3/4' IRON
PIPE, NO CAP2"
IRON
PIPE, CAP LB3672
FIFE iil'vRANT
i
>rrAtE:R'�
i
VALYL -
VdOOD PO�'�-R POLE�Ci6LE n
RISER { STREET -- CENiFRLiNF.—
rR PAVED PUBLIC ROAD
-'�GHT of WAY
40 R IMPERVIOUS CALCULATIONS
NOTES -
1. THIS IS A BOUNDARY SURVEY.
2, NO BUILDING RESTRICTION LINES PER PLAT.
3. NIORTH ARROW PROTRACTED FROM PLAT.
4. IIITERIOR ANGLES PER FIELD SURVEY.
5. EASEMENT AS PER PLAT.
6. BUILDING TIES ARE TO FOUNDATION.
7. BFP DENOTES BACK FLOW PREVENTER.
8, ICV DENOTES IRRIGATION CONTROL VALVE.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS WELL AS CAN BE
DETERMINED FROM THE FLOOD INSURANCE RATE MAP
No. 112031CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
11 1 VALID WITHOUT THE SIGNATURE
APPROVED
NOT
AND THE ORIGINAL RAISED SEAL OF ADDED IMPERVIOUS AREA - FEB. 19, 2019
A FLORIDA LICENSED SURVEYOR FINAL - OCTOBER 23, 2017
ANDI MAPPER." REVISED CERTIFICATIONS - OCTOBER 11, 2016
CHECKED BY:
DRAWN BY- SWC
FILE: 2019-0274
;� (116-0987; 2017-1012
LOT AREA = 5,522 SQUARE FEET (SF)
BUILDING AREA = 1741 SF
FRONT WALK AND PORCH = 179 SF
DRIVE AND PAVER WALK = 512 SF
A/C PAD = 9 SF
LANAI = 224 SF
TOTAL IMPERVIOUS = 2665 SF
% IMPERVIOUS = 48.3%
THIS SURVEY WAS MADE FOR THE BENEFIT OF
CHRISTOPHER I. GRIFFITH and JENNIFER WAUGH
GRIFFITH.
DONN W. BOATWRIGHT, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
—1[BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
AUGUST 23, 2016
SHEET 1 OF 1
MAP SHOWING SURVEY OF
LOT 12, BLOCK 8, OCEAN GROVE, UNIT No. 1, AS RECORDED IN PLAT BOOK
15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
�10 20 40
LOT 10
SCALE: 1" = 20'
(EXCEPT THE SOUTH
10.00 FEET)
54.40'
IL FENCE
LCT 9 (THE SOUTH 10.00
FEET OF LOT 10) _ -
- -
W
LOT 8 o ENT_
3 UTILITY EASEM
FIELD) - ,.z' - a- - - 6- -- -� -
W
- -
Wo 00
50.55' - --
FOUND RESAR. O,q' ( - — 54.40_ _ -
NO_CAP 34" BON- - -
— x
rn
1 '
- — NO CAP
PIPE.
I
�
0
e9J3.
O
cp
-n
z I
W
Im . I
1
2
G I
Im C
D
C�t
I SLA AI
I .3' 15.5' o+ 10.2' I
n
0 rn
18.9' I
I
y
LOT 11
N
o I ❑ Fo p
t° �p�
of
LOT 13 �
2 STORY t.7' C) n
m
m
WOOD FRAME ODQ
r C)rn n, rn 0.a'
A
Z
m
G RESIDENCE
- - — - - No. 23
I
BFP & ICV o
w
pptw
❑ L 11.4' " J t s.2' 103,
5.1' - C -,VE EV
PO Fi
o_
B A�
o•z' v O ( 54.45' FIELD )
54.50'
o { A c 90y�2 --�—
4 IRON
FOUND 3/ "
�ryry ? . _ _
A SET 1 /2" IRON
PIPE. NO CAP
HYDRANT •
I
� PIPE. CAP L63672
5 0OLD
FIRE
WATER �
FOUND 3/4" IRON
CAP ( 50.08'
VALVE
PIPE. NO CALL
❑ D4 SEWER
WOOD POWER POLE tjCABLE VALVE r
RISER
T
ORALLL...___ CENTERLIN
� ROAD
PAVED PUBLIC
40 RIGHT OF WAY
NOTES:
1. THIS IS A BOUNDARY SURVEY.
2. NO BUILDING RESTRICTION LINES PER PLAT,
3. NORTH ARROW PROTRACTED FROM PLAT.
4. INTERIOR ANGLES PER FIELD SURVEY.
5. EASEMENT AS PER PLAT.
6. BUILDING TIES ARE TO FOUNDATION.
7. BFP DENOTES BACK FLOW PREVENTER.
8. ICV DENOTES IRRIGATION CONTROL VALVE.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS WELL AS CAN BE
DETERMINED FROM THE FLOOD INSURANCE RATE MAP
No. 1203'IC0409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF ADDED IMPERVIOUS AREA - FEB. 19, 2019
A FLORIDA LICENSED SURVEYOR FINAL - OCTOBER 23, 2017
AND MAPPER." REVISED CERTIFICATIONS - OCTOBER 11, 2016
IF
HECKED BY:
RAWN BY: swc
ILE. 2019-0274
ZEF: 2016-0987; 2017-1012
IMPERVIOUS CALCULATIONS
LOT AREA = 5,522 SQUARE FEET (SF)
BUILDING AREA = 1741 SF
FRONT WALK, DRIVE AND PORCH = 691 SF
A/C PAD = 9 SF
LANAI = 224 SF
TOTAL IMPERVIOUS = 2665 SF
% IMPERVIOUS = 48.3%
THIS SURVEY WAS MADE FOR THE BENEFIT OF
CHRISTOPHER I. GRIFFITH and JENNIFER WAUGH
GRIFFITH.
DONN W. BOATWRIGHT, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
AUGUST 23, 2016
SHEET 1 OF 1
MAIN DRAIN DETAIL
CHANNEL DRAIN
2-1/2" TO EQ.
2-1/2" 96
N
r
N
+uj r 3
WAY i E# WAY
POOL WITH POLARIS CLEANER
AND WALL RETURNS
FILTER SCHEMATIC
(NTS)
PERMIT PLAN
OFFI ,E COPY
POOL 23'X 12'
7,700 GALLONS
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCI PROTECTED.
SCREENED
LANAI
RESIDENCE
N
N
N
z 5'0"
n DEEP
x
C4
+uj r 3
WAY i E# WAY
POOL WITH POLARIS CLEANER
AND WALL RETURNS
FILTER SCHEMATIC
(NTS)
PERMIT PLAN
OFFI ,E COPY
POOL 23'X 12'
7,700 GALLONS
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCI PROTECTED.
SCREENED
LANAI
RESIDENCE
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.
Florida Building Cade 6" Edition (2017) Residential
Conforms top Chapter 42
Opt
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
1
1
1
1
1
1
1
N --_______PLUMBING LINE FROM POOL
1 SKIMMER TO POOL EQUIPMENT
1
1
1
1
1
1
t PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
' EQUIPMENT
1
m
m
z 5'0"
n DEEP
x
C4
a
r
J
m
♦
~
POOL 23'X 12'
7,700 GALLONS
o
z
N
L — — -- — —
1
—— J---�Y1---
1
I
I
i
II
I
1
t
1
�
Q
1
1
1
3'6"
DEEP
U_
1
1
1
I
i
v
rn
t
t
ui
1 1 1
1 1 1 1
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.
Florida Building Cade 6" Edition (2017) Residential
Conforms top Chapter 42
Opt
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
1
1
1
1
1
1
1
N --_______PLUMBING LINE FROM POOL
1 SKIMMER TO POOL EQUIPMENT
1
1
1
1
1
1
t PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
' EQUIPMENT
1
1
Co I 1 1
C4
a
r
J
m
x
~
y
o
z
N
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