1605 Linkside Dr. POOL18-0046 dwgs 1Simplified
Total Dynamic Head Calculation
2.34
Distance from nearest edge of pool to pump in feet = 25
Pool Only
2.5"@
Determine Maximum System flow Rate:
Friction loss in return pipe
2rr @
10 fps inch pipe per one foot @
Swimming Pool Info: 180
3
to 5 to N,/A
Volume: 4300 gallons
( Surface Area
(Shallow)
(Deep) (Shallow)
13.6
Spa Info: N/A 0
0
20.3
Volume: 0 gallons
( Surface Area
(Depth)
4.6
6.8
3.1
11.4
13.6
4300 Total Volume
Preferred Turnover Time in Hours :
6
x 60 min. _ _360
(Hours)
(turnover tin ie in minutes)
3.1
Maxium Pool Flow Rate: 4300
divided by
360 12 gpm
0 = 12 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)
(jet flow)
16.0
18.2
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
Maximum Pool System Flow Rate:
52
4- Highest required flow rate between "Maximum Pool Flow
1 13.8
16.1
Rate" and "Spa Jets" and "Quick
Clean System"
Determine Pipe Sizes:
25.1
27.4
23.6
Pool/Spa: Branch piping to be:
3"
inch to keep velocity @ 6 fps.Max.at :
136 gpm. Maximum System Flow Rate
Trunk piping to be :
2.5rr
inch to keep velocity @ 8 fps.Max.at :
117 gpm. Maximum System Flow Rate
Return piping to be
2rr
inch to keep velocity @ 10 fps.Max.at :
103 gpm. Maximum System Flow Rate
Determine Simplfied TDH
(POOL):
2.34
Distance from nearest edge of pool to pump in feet = 25
Friction loss in suction pipe
2.5"@
8 fps inch pipe per one foot @
Friction loss in return pipe
2rr @
10 fps inch pipe per one foot @
Length of suction pipe
25 x
Ft. of head per one foot of pipe
Length of pressure pipe
25 x
Ft. of head per one foot of pipe
Other Loss in TDH
Main Drain
Returns 3/4"
Therapy Jet
Floor System
*Total
117 gpm ( from pipe flow/friction loss chart) = 0.09
103 gpm ( from pipe flow/friction loss chart) = 0.16
0.09 = 2.25 TDH in piping
0.16 = 4.00 TDH in piping
1 un m pipuig
Filter loss in TDH (from filter data sheet)
Heater loss in TDH (`rom heater data sheet)
*Total all other loss
Pool Total Dynarnk Head (TDH)
Pool Pump: Jandy FloPro VS -FHP 1 hp
52 Gallons Per Minute 14 Total Dynamic Head (TDH)
Pool Filter: Jandy CS100 Cartridge
Heater: JXi260P Jandy Pro Series (LF' as
Pool Nova 7-314rr Pool Drain
Main Drain: F?7ft0in._?]
Floor Installation @ 150 gpm max. flow
W.LJ
1.70 ( from filter data sheet)
0.00 (from heater data sheet)
9 RA
I -r
r
ft. of head #
2.34
2.34 1
3.30
3.30 1
0.00
27.72 0
0.00
19.65 0
5.64
0.0
117 gpm ( from pipe flow/friction loss chart) = 0.09
103 gpm ( from pipe flow/friction loss chart) = 0.16
0.09 = 2.25 TDH in piping
0.16 = 4.00 TDH in piping
1 un m pipuig
Filter loss in TDH (from filter data sheet)
Heater loss in TDH (`rom heater data sheet)
*Total all other loss
Pool Total Dynarnk Head (TDH)
Pool Pump: Jandy FloPro VS -FHP 1 hp
52 Gallons Per Minute 14 Total Dynamic Head (TDH)
Pool Filter: Jandy CS100 Cartridge
Heater: JXi260P Jandy Pro Series (LF' as
Pool Nova 7-314rr Pool Drain
Main Drain: F?7ft0in._?]
Floor Installation @ 150 gpm max. flow
W.LJ
1.70 ( from filter data sheet)
0.00 (from heater data sheet)
9 RA
I -r
r
Total Head in Feet Conversion Chart
_..
_
Inches Mercury (Vacuum Gauge)
2_.. 4 6 _.$ 10 12 _14 ....16.
18
,, 4_
0.0
2.3
4.5
6.8
3.0
11.3
13.6
15.8
18.1 1
20.3
1
2.3
4.6
6.8
3.1
11.4
13.6
15.3
18.1
20.4
22.7
4.6
6.3
3.1
11.4
13.7
15.8
18.2
20.4
22.7
25.0
^3
6.3
8.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
3.2
11.5
13.8
16.0
18.3
20.5
22.8
25.1
27.3
28.6
`S
11.6
1 13.8
16.1
18.3
20.6
22.3
25.1
27.4
23.6
31.3
6
13.3
16.1
18.4 1
20.6
22.3
25.2
27.4 1
28.7
31.3
34.2
`7
16.2
18.4
20.7
23.0
25.2
27.5
23.7
32.0
34.3
36.5
I!
8
18.5
20.7
23.0
25.3
27.5
23.8
32.0
34.3
36.6
38.8
9
20.8
23.1
25.3
27.6
23.8
32.1
34.4
36.6 1
38.3
41.1
!'. 10
23.1
25.4
27.6
23.3
32.1
34.4
36.7
38.3
41.2
43.4
11
25.4
27.7
23.3
32.2
34.5
36.7
33.0
41.2
43.5
45.8
12
27.7
1 30.0
32.2
34.5
1 36.8
33.0 1
41.3
43.5
45.8
48.1
L'Si
i 3
30.0
32.3
34.6
36.8
33.1
41.3
43.6
45.3
48.1
50.4
14
32.3
34.6
36.3 1
33.1
41.4
43.6
45.3
48.2
50.4
52.7
15
34.7
36.3
38.2
41.4
43.7
46.0
48.2
50.5
52.7
55.0
"16
37.0
33.2
41.5
43.7
46.0
48.3
50.5
52.8
55.0 1
57.3
-17
33.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
53.6
Vt
18
41.6
43.8
46.1
48.4
50.6
52.3
55.1
57.4
53.7
61.3
+IM
19
43.3
1 46.2
48.4
50.7
52.3
55.2
57.5
53.7
62.0
64.2
i_20
46.2
48.5
50.7
53.0
55.2
57.5
53.8
62.0
64.3
66.5
it
,+
21
48.5
50.8
53.0
55.3
57.6
53.8
62.1
64.3
66.6
68.3
j
22
50.8
53.1
55.3
57.6
53.3
62.1
64.4
66.6
68.3
71.2
23
53.1
55.4
57.7
53.3
62.2
64.4
66.7
63.0
71.2 1
73.5
24
55.4
57.7
60.0
62.2
64.5
66.7 1
63.0
71.3
73.5
75.8
25
57.8
60.0
62.3
64.5
66.8
63.1
71.3
73.6
75.8
78.1
26
60.1
62.3
64.6
66.8
63.1
71.4
73.6
75.3
78.1
80.4
27
62.4
64.6
66.3
63.2
71.4
73.7
75.3
78.2
80.5
82.7
28
64.7
66.3
63.2
71.5
73.7
76.0
78.2
80.5
82.8
85.0
29
67.0
63.3
71.5
73.8
76.0
78.3
80.6
$2.8
85.1
87.3
3d
68.3
71.6
73.8
76.1
78.3
80.6
82.8 1
85.1
87.4 1
83.6
',.
X31
71.6
73.3
76.1
78.4
80.7
82.3
85.2
87.4
83.7
32.0
32
73.3
76.2
78.4
80.7
83.0
85.2
87.5
83.7
32.0
34.3
'..
'.'....
.33
76.2
78.5
80.8
83.0
85.3
87.5
83.8
82.1
34.3
36.6
;. 34
785
80.8
83.1
85.3
87.6
83.8
32.1
34.4
36.6
38.3
'...
35
80.8
83.1
85.4
87.6
83.3
32.2
34.4
86.7
38.3
101.2
Design
Head'
Loss
(f head)
0 30 60 90 120
Flow Rate (gpml
Design
Pressure
2 WOW
(P$i)
*• CS150
1 CS200
- - CS250 i
CS100
0
4P
Pools • Spas • Service
Tracy & Carla Gerow
1605 Linkside Drive
Atlantic Beach 32233
11 12/20/2018
-� 3' 0" MINIMUM
3" TEE I
"PIP�E_ �PIPEED.
BUSHING
'
-2';2" TRUNK
TO EQ.
LEGEND
N N
r � N
N N N r r
3WAY
JVA
AQUA PURE 700
FLOW SWITCH
PUMP HEATER O
(FILTER
POOL W/ PROPANE HEATER FILTER
SCHEMATIC
PERMIT PLAN
POOL 15'-6" X 15'-0"
W/ STUB OUT FOR FUTURE
CLEANER AND 3 WALL RETURNS
12" SEGMENTED RETAINING WAI
NEW DECK TO RECEIVE
STANDARD PAVERS
NAPOLI, MEGA CAMBRIDGE
4
EXISTING DECK NOT TO RECEIVE FINISH
--_/ STUB OUT FOR
PREPLUMB i CLEANER
RETURN 12" BELOW BEAM
1 �
'6•
LE
V BEL
m�
Zn
s
1
DECO DRAIN 45 LN Fj
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCI PROTECTED.
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 Code 6`-'' Edition (2017) Residential
Conforms to Chapter 42
l]l
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE A1,",'AY FROM POOL
• VGB COMPLIANT MAIN DRAIN
DRAINAGE DETAIL— FINISH GRADE SLOPE A''<i1/AY FROM POOL.
• GROUNDING & BONDING DETAIL
= JANDY WHITE LED LIGHT
[D
= WALL RETURN
I
= SKIMMER
= STUB OUT FOR CLEANER
WIAUTOFILL
= THERAPY JET
J
OO =NOVA DRAIN
N N
r � N
N N N r r
3WAY
JVA
AQUA PURE 700
FLOW SWITCH
PUMP HEATER O
(FILTER
POOL W/ PROPANE HEATER FILTER
SCHEMATIC
PERMIT PLAN
POOL 15'-6" X 15'-0"
W/ STUB OUT FOR FUTURE
CLEANER AND 3 WALL RETURNS
12" SEGMENTED RETAINING WAI
NEW DECK TO RECEIVE
STANDARD PAVERS
NAPOLI, MEGA CAMBRIDGE
4
EXISTING DECK NOT TO RECEIVE FINISH
--_/ STUB OUT FOR
PREPLUMB i CLEANER
RETURN 12" BELOW BEAM
1 �
'6•
LE
V BEL
m�
Zn
s
1
DECO DRAIN 45 LN Fj
INSULATED #8 BOND WIRE IN
CONDUIT FROM LIGHT NICHES
THROUGH DECK BOX. LIGHT
GFCI PROTECTED.
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 Code 6`-'' Edition (2017) Residential
Conforms to Chapter 42
l]l
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE A1,",'AY FROM POOL
• VGB COMPLIANT MAIN DRAIN
DRAINAGE DETAIL— FINISH GRADE SLOPE A''<i1/AY FROM POOL.
• GROUNDING & BONDING DETAIL
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
SAFETY BARRIERS:
FENCE AND WATER ALARMS UP TO POOL
SAFETY CODE.
co
GRAVITY
I
OVERFLOW
LIGHT I I
WIAUTOFILL
BEAM �1 I
DEEP I
'
Y
I
1 '
'
I
I
�
N I
1 I
i
N
O
p
W
YZ)
LO
o
1
W W
p D
d
Y
Z
� m
W p
V3 :
d'
PLUMBING LINE FROM POOL
' I I
SKIMMER TO POOL EQUIPMENT
a Z
O O
C/) W
D_
Q LU
J
I DECK PDX:
N
I 1 - - - - I
TRANSFORMER
I BARE #8 BOND WIRE ATTACHED
-
1
TO POOL STEEL
1
U.1
LU
°
POOL EQUIPMENT
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
SAFETY BARRIERS:
FENCE AND WATER ALARMS UP TO POOL
SAFETY CODE.
co
co
N
06
Y 2
C)
�O
J
W
N
O
p
W
YZ)
LO
o
N
W W
p D
d
Y
Z
� m
W p
V3 :
d'
Z
O
LU
W
It 0
m to
(J)
p
a Z
O O
C/) W
D_
Q LU
J
M
N
w
U.1
LU
,,nn
V
CO
ryM
W
P I
=
11 C
W
W
U =
00 w
w
w
Q W
t- (L
o
p
Y
LU
z
I-
W
LU
LLI
Z
�r
w
�
U
Q
o
m z
w zC'�
z
W
z W
Lu
F-
z
a
z
a d
<
Q
U Q
O
M
(Y
W:)
(n a
U
0
a
0 cn
co
co
N
O
co
w
J
W
U_
a
J
O
W
C�
ti 06Z
M (�
00
p
W
YZ)
LO
o
U
Q
W
m
U
Z
Q
W W
p D
d
Y
Z
� m
W p
V3 :
d'
Z
O
LU
W
It 0
m to
(J)
p
O O
C/) W
D_
Q LU
J
0
Q
(!) N
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY TNF
POOL CONTRACTOR FOR EACH PROJECT. T! -IE POOL
CONTRACTOR -MUST USE TNF MAXIMUM PLOW CAPACITY
OF THE SELECTED PUMP AND PROVIDE HYDRAULIC
CALCULATIONS FOR TDN 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 TPE
CIRCULATION SYSTEM,
RECIRCULATION
CHLORINATC
POOL
FILTER
RETURN
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 PIF' -E 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
MAIN
MAIN DRAIN
DRAIN
RETURN LINE
(OPTION WALL RETURNS) ii
II Ij
`RETURN INLET
(OPTION WALL RETURNS)
RETURN INLET
UNDERWATER LIGHT (OPTION WALL RE
- -_-��MAIN
UCTION 1 i I 11
1 I
Ili
III
lil
l i
DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
III
_ _
II-----------------r-----__----
I€ llJ
II II �
I I ii >
/ Z i RETURN INLET
FLOOR RETURN
5 REOID,
LOW
PROFILE
JUNCTION
BOX
UL APPROVED
UNDERWATER LIGHT
POOL SHELL 3000 Psi PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
V'-1" IN VERTICAL WALLS (TYP)
G'-8" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SU65ITIUTED
FOR 3000 PSI CONCRETE
RETURN INLET
/-SKIMMER /(O
I i
I I
J I°I jl
X74'=-------------.--__= IJ II.
------ __----- -____J
RETURN LINE
(OPTION WALL RETURNS)
WATER LINE
DECK OVER
I
a I POUR OR
--I }-- rE3FAM
COPING
R CONT.
6" OF WATERICK BOND
LINE TILES
IINLET
WALL RETURNS)
TYPICAL SHIMMING FOOL
><3 BARS GRADE 40,12" O.C.
6.1X611
ERA VERTICAL AND
CERAMIC TILE HORIZONTAL (TYP)
WATER LINE
1/2" QUARTZ
FINISH
1 b�� bW/
'` o - MAIN DRAIN RELIEF PLUG. OR 2"
0000%p>a°n HYDROSTATIC RELIEF VALVE, IF REQ'D.
0 ob
o p0 O
DEEP END FLOOR AND ROCKBED
WALL REINFORCEMENT
TO SLOPE BREAK -
#3 BAR a 12" ON CENTER, EACH WAY t 8.0' DEEP
#3 BAR a G' ON CENTER, EACH WAY > 8.0' DEEP AND OVER.
k-411'"ING POOL SECTION
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
ALTERNATE BEAM
FINISH DETAIL
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
OR WIRE MESH
GENERAL NOTES:
L POOLI5 TO BE BUILT TO GOMPLY 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 51ZE 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.C. BOTH WAYS)
AND/ OR EXTRA HALL THICKNESS (8" TO 10')
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS 70 BE BONDED
TO POOL STEEL AND GROUND WIRE.
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
8. 501L CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
IO. 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.IJA.SME. A112.19; SM, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, 5PA5, HOT 7UB5, AND WHIRLPOOLS BATHTUB
ADPL I ANGES"
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 GTH EDITION,
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE, SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE(I) $18 AWG BARE SOLID COPPER
CONDUCTOR.
15, FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 1*3 REBAR 12" O.C.B.W. OVER 8'-O";
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
ANSI/APSP/ICG-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANS VAPEP/ICO-5 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN5I/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSVAPSFACC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
11. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR L005E.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, IS 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 ENTRAPt`i-ENT BY EITHER
AN APPROVED ANTI -VORTEX COV -ER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
COMPACTED SOIL UNDER FAR<ER i" iYNCNENSERG 4 ASSOC. INC
CONCRETE DECK
11 PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
112q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 6-17-6881 FAX (386) 6*71-2114
NOT VALID WITHOUT
EMBOSSED SEAL.
-
s
,���
'�- G
FEB
PARKER 1-1 PEN15EROP,E: X32645
TYFICAL
RESIDENTAL SN/POOL
DESIGN FOP,
SURF51 DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE OF0044080
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
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET I OF 5
/ Z i RETURN INLET
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IINLET
WALL RETURNS)
TYPICAL SHIMMING FOOL
><3 BARS GRADE 40,12" O.C.
6.1X611
ERA VERTICAL AND
CERAMIC TILE HORIZONTAL (TYP)
WATER LINE
1/2" QUARTZ
FINISH
1 b�� bW/
'` o - MAIN DRAIN RELIEF PLUG. OR 2"
0000%p>a°n HYDROSTATIC RELIEF VALVE, IF REQ'D.
0 ob
o p0 O
DEEP END FLOOR AND ROCKBED
WALL REINFORCEMENT
TO SLOPE BREAK -
#3 BAR a 12" ON CENTER, EACH WAY t 8.0' DEEP
#3 BAR a G' ON CENTER, EACH WAY > 8.0' DEEP AND OVER.
k-411'"ING POOL SECTION
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
ALTERNATE BEAM
FINISH DETAIL
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
OR WIRE MESH
GENERAL NOTES:
L POOLI5 TO BE BUILT TO GOMPLY 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 51ZE 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.C. BOTH WAYS)
AND/ OR EXTRA HALL THICKNESS (8" TO 10')
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS 70 BE BONDED
TO POOL STEEL AND GROUND WIRE.
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
8. 501L CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
IO. 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.IJA.SME. A112.19; SM, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, 5PA5, HOT 7UB5, AND WHIRLPOOLS BATHTUB
ADPL I ANGES"
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 GTH EDITION,
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE, SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE(I) $18 AWG BARE SOLID COPPER
CONDUCTOR.
15, FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 1*3 REBAR 12" O.C.B.W. OVER 8'-O";
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
ANSI/APSP/ICG-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANS VAPEP/ICO-5 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN5I/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSVAPSFACC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
11. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR L005E.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, IS 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 ENTRAPt`i-ENT BY EITHER
AN APPROVED ANTI -VORTEX COV -ER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
COMPACTED SOIL UNDER FAR<ER i" iYNCNENSERG 4 ASSOC. INC
CONCRETE DECK
11 PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
112q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 6-17-6881 FAX (386) 6*71-2114
NOT VALID WITHOUT
EMBOSSED SEAL.
-
s
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'�- G
FEB
PARKER 1-1 PEN15EROP,E: X32645
TYFICAL
RESIDENTAL SN/POOL
DESIGN FOP,
SURF51 DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE OF0044080
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
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET I OF 5