1605 LINKSIDE DR POOL18-0046Simplified Total Dynamic (Head Calculation
Pool Only
Determine Maximum System flow Rate:
3"
inch to keep velocity (lil
6 fps.Max.at :
Trunk piping to be :
2.5"
inch to keep velocity
Swimming Pool Info: 180
3
to
5 to NAI
10 fps.Max.at
Volume: 4300
gallons
( Surface Area
(Shallow)
Distance from nearest edge of pool to pump in feet =
(Deep) (Shallow)
2.3
Friction loss in suction pipe 2.5" @
8 fps
Spa Info: N/A 0
0
Friction loss in return pipe 2" @
10 fps
inch pipe per one foot @
Volume: 0
gallons
( Surface Area
(Depth)
Length of pressure pipe 25 x
Ft. of head per one foot of pipe
0.16
11.4
1 13.7
15.9
1 18.2
20.4 1
22.7
25.0
4300
Total Volume
Preferred Turnover Time in Hours :
6
11.5
x 60 min. = 360
16.0
18.2
20.5
22.8
(Hours)
27.3
(turnover time
in minutes)
9.2
11.5
Maxium Pool Flow Rate: 4300
divided by
18.3
360 111? gpm
0 =
12 gpm
(gallons)
(turnover time in
minutes) (flow rale pool)
(feature flow rate)
11.6
Spa Jets (#) 4 x
13
gpm
per jet =
52
flow rate
27.4
(# of jets)
(jet flow)
6
13.9
16.1
18.4
A&A Quik Clean System NONE x
0
gpm
Cleaner Head
0
flow rate
34.2
NONE x
0
gpm
Cleaner Head
0
flow rate
25.2
NONE x
0
gpm
Cleaner Head
0
flow rate
8
(# of heads)
(head flow)
23.0
25.3
0
Total Floor Heads flow rate
Maximum Pool System Flow Rate:
52
4-
Highest required ft
:)w rate between "Maximum Pool Flow
9
20.8
1 23.1
25.3 1
Rate" and "Spa
Jets" and "Quick Clean System"
32.1
Determine Pipe Sizes:
Pool/Spa: Branch piping to be:
3"
inch to keep velocity (lil
6 fps.Max.at :
Trunk piping to be :
2.5"
inch to keep velocity
@ 8 fps.Max.at :
Return piping to be
2"
inch to keep velocity
10 fps.Max.at
Determine Simplfied TDH (POOL);
0.00
19.65 0
'Total
Distance from nearest edge of pool to pump in feet =
25
2.3
Friction loss in suction pipe 2.5" @
8 fps
inch pipe per one foot @
117
Friction loss in return pipe 2" @
10 fps
inch pipe per one foot @
103
Length of suction pipe 25 x
Ft. of head per one foot of pipe
0.09
Length of pressure pipe 25 x
Ft. of head per one foot of pipe
0.16
Other Loss in TDH
ft. of head #
Main Drain
2.34
2.34 1
Returns 3/4"
3.30
3.30 1
Therapy Jet
0.00
27.72 0
Floor System
0.00
19.65 0
'Total
5.64
1
Filter loss in TDH (1
Heater loss in TDH
Pool Total D
136 gpm. Maximum System Flow Rate
117 gpm. Maximum System Flow Rate
103 gpm. Maximum System Flow Rate
gpm ( from pipe flow/friction loss chart) = 0.09
gpm ( from pipe flow/friction loss chart) = 0.16
= 2.25 TDH in piping
4.00 TDH in piping
C 7G
I - I III NiNu Ig
filter data sheet)
n heater data sheet)
"Total all other loss
3mic Head (TDH)
Pump: Jandu FloPro VS -FHP 1 hp
52 Gallons Per Minute 14 Total Dynamic Head (TDH)
Filter: Jandy CS100 Cartridqe
:r: JXi260P Jandv Pro Series (LP aas)
Pool ® Nova 7-314" Pcl of Dra,
Main Drain: 3ft.0
Floor Installation @ 150 gpm max. flow
7.1U ( from filter data sheet)
0.00 (from heater data sheet)
C&A
14
L
Total Heald in Feet Conversion Chart
Inches Mercury Vacuum Gauge)
. _ _4 6-1-6-
_. - $ 10 12 ,. � 1�4 11
- -J
18 -
--_t
0
4.4
2.3
4.5
6.8
9.0
11.3
13.6
15.8
18.1
20.3
1
2.3
1 4.6
1 6.8 1
9.1
11.4
13.6
iS.9
18.1
20.4
22.7
2
4.6
1 6.9
9.1 1
11.4
1 13.7
15.9
1 18.2
20.4 1
22.7
25.0
3
6.9
9.2
11.5
13.T
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
6
13.9
16.1
18.4
20.6
22.9
25.2
27.4
29.7
31.9
34.2
7
16.2
18.4
20.7
23.0
25.2
27.5
29.7
32.0
34.3
36.5
8
18.5
20.7
23.0
25.3
27.5
23.8
32.0
34.3
36.6
38.8
9
20.8
1 23.1
25.3 1
27.6 1
29.8
32.1
1 34.4
36.6 1
38.9
1 41.1
`. 10
23.1
25.4
2T.6
29.9
32.1
34.4
36.7
38.9
41.2
43.4
'I 11
25.4
27.T
29.9
32.2
345
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
13
30.0
32.3
34.6
36.8
39.1
41.3
43.6
45.9
48.1
50.4
14
32.3
34.6
36.9
39.1
41.4
43.6
45.9
48.2
50.4
52.7
Ills
15
34.7
36.9
39.2
41.4
43.7
46.0
48.2
50.5
52.7
-
55.0
16
37.0
39.2
41.5
43.7
46.0
48.3
50.5
52.8
55.0
57.3
L
'17
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.7 1
57.4
1 59.6
OA
18
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
4A
19
43.9
46.2
48.4
50.7
52.9
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
0-
21
48.5
50.8
53.0
55.3
57.6
59.8
62.1
64.3
66.6
68.9
V;
'.' 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
24
55.4
1 57.7
60.0
62.2 1
64.5
66.7
69.0 1
71.3
73.5
75.8
t'. 25
57.8
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 1
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
s 28
64.7
66.9
69.2
71.5
73.7
76.0
78.2
80.5
82.8
85.0
-' 29
6T.0
69.3
71.5
73.8
76.0
78.3
80.6
$2.8
85.1
87.3
30
69.3
71.6
T3.8
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
T6.2
78.4
80.7
63.0
85.2
87.5
89.7
92.0
94.3
33
76.2
1
T8.5
80.8
83.0
85.3 1
87.5
89.8
92.1
94.3
96.6
34
T8.5
80.8
83.1
85.3 1
87.6 1
89.8
92.1
94.4
96.6
98.9
35
80.3
83.1
85.4
87.6 1
89.9 1
92.2
94.4
96.7
98.9
101.2
JandyO Cartridge Filter, CS series
0 30 60 so
Flow Rete Wpm)
Pools * Spas o5r%ervice,
Tracy & Carla Gerow
1605 Linkside Drive
Atlantic Beach 32233
12/20/2018
3'0" MINIMUM
3" TEE
PIPE 3" PIPE
3" X 2,4" RED.
BUSHING
l
4 2, " TRUNK
Li TO EQ.
LEGEND
= JANDY WHITE LED LIGHT
= WALL RETURN
= SKIMMER
= STUB OUT FOR CLEANER
= THERAPY JET
O 0 =NOVA DRAIN
3WAY
JVA
AQUA PURE 700
FLOW SWITCH
PUMP HEATER O
(FILTER
POOL W/ PROPANE HEATER FILTER
SCHEMATIC
PERMIT PLAN
POOL 15'-6" X 15'-011
W/ STUB OUT FOR FUTURE
CLEANER AND 3 WALL RETURNS
1'
4
EXISTING DECK NOT TO RECEIVE FINISH
n
1
45 LN
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 12017) 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 POO.
• GROUNDING & BONDING DETAIL
STUB OUT FOR
CLEANER
12" BELOW BEAM
Y3''0"
PEEP
J,
GRAVITY
I OVERFLOW
LIGHT 1 1 W/AUTOFILL
BEAM 1
5'-0"
DEEP
I
1 1 �
1 N �
---.__1J
' J PLUMBING LINE FROM POOL
1 1 i SKIMMER TO POOL EQUIPMENT
I ,
1 DECK PDX:
TRANSFORMER V ---BARE #8 BOND WIRE ATTACHED
I TO POOL STEEL
1
POOL EQUIPMENT
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
SAFETY BARRIERS:
FENCE AND WATER ALARMS UP TO POOL
SAFETY CODE.
00 M
PREPLUMB
RETURN
________
TA
________ 12" SEGMENTED REINING WALL
_________________-_
-__--------------
__ _ _ _____NEW
3'
NEW DECK TO RECEIVE
6
04M
N
N
STANDARD PAVERS
O m
Q
z
NAPOLI, MEGA CAMBRIDGE
z
Lu
w
w
w
0
o
ra- ;
AtP
o
m
m
:E
cn —
5
U
Wm
"
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LU
Lu
�
1'
4
EXISTING DECK NOT TO RECEIVE FINISH
n
1
45 LN
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 12017) 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 POO.
• GROUNDING & BONDING DETAIL
STUB OUT FOR
CLEANER
12" BELOW BEAM
Y3''0"
PEEP
J,
GRAVITY
I OVERFLOW
LIGHT 1 1 W/AUTOFILL
BEAM 1
5'-0"
DEEP
I
1 1 �
1 N �
---.__1J
' J PLUMBING LINE FROM POOL
1 1 i SKIMMER TO POOL EQUIPMENT
I ,
1 DECK PDX:
TRANSFORMER V ---BARE #8 BOND WIRE ATTACHED
I TO POOL STEEL
1
POOL EQUIPMENT
PLUMBING LINE FROM POOL
MAIN DRAINS TO POOL
EQUIPMENT
SAFETY BARRIERS:
FENCE AND WATER ALARMS UP TO POOL
SAFETY CODE.
00 M
00CO
Y =
z
o
N
U F-
04M
N
N
O m
Q
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1...
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w
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cn —
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�
w
w
w
d w
<- a
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0
Y
00 M
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Cl)
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p
w
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ui
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C9 U
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00 d
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00 d
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On 4
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fn
JOB SPECIFIG PIPE SIZING, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED Bi TWE
POOL CONTRACTOR FOR EAGI-I PROJECT. TWE POOL
CONTRACTOR -MUST USE THE MAXIMUM FLOW CAPACITY'
CITY
OF TINE SELECTED PUMP AND PROVIDE HYDRAULIC
CALCULATIONS FOR TDI -4 TO DETERMINE PROPER
PUMP AND PIPING SIZING. TI -4E MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION
FOR PUMPS, FILTERS, HEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING THE
CIRCULATION SYSTEM,
RECIRCULATION
GHLORINATC
POOL
FILTER
li
1r
11 -
I
it
II
II
I€
If
Ii
MAIN DRAIN _SUCTION UN
THE RAIN DRAIN PIPE INVERT NEEDS TO BE 13 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 13
TIMES THE DIA. OF THE MAIN DRAIN PIPE,
2-"3 BARS -
1 -1/2 TIMES THE DIA, 1-1/2 TIMES THE DIA. DONT. IN
_ 8"X8" BOND
BEAM
MAIN
MAIN DRAIN
DRAIN
-------^-----------------RETURN _LINE
�F- (OPTION WALL RETURNS) --------'-------
II
`RETURN INLET
(OPTION WALL RETURNS)
TER LIGHT
(o
-------- -1 MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT_
<I G1ER SUCTION t l l I
Ili jl I� JG.�r__-_---------_--=r____ --_-_.
V
II
II lu
4 it 4
un]
I ti I FLOOR. RETURN
REQ'D,
:ETURN
I
F! IL RETURN INLET
II lol h
tt
.SKIMMER J q
RETURN LINE
(OPTION WALL RETURNS)
WATER LINE
DECK OVER
POUR OR
BRICK COPING
BAR CONT.
6" OF WATER IN 5' THICK BOND
LINE TILES BEAM
RETURN INLET
J jI
Zil
wl
I
f
j
U11l1
CY I I
J L it CFE O
INLET
WALL RETURNS)
GENERAL NOTES:
i. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN S 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 IS 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 WALL THICKNESS (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
-I. POOL ALARMS DO NOT NEED TO BE HARDWIRED
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE, SEE 680.26 f$)(21fb) FOR PERIMETER BONDING
U51NO AT LEAST ONE(I) 08 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'-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/100-5 2011 FOR RESIDENTIAL INGROUND POOLS,
AN51/APSPACC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/APSP/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSI/APSPACO-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
IZ. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.TYPIGAL5j/�I�I G FOOL
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC'
CLEANING SYSTEM, IS A VACUUM GLEANER SYSTEM NIHICH
LOW PAVER DECKING OR HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
PROFILE VARIES 4'" THICK CONCRETE DECK WHICH CAN BE ISOLATED I VALVES, THEN EACH SUCTION
JUNCTION W/ FIBER MIX 2500 PSI INLET SHALL .PROTECT AGAINST USER ENTRAPMENT BY EITHER
BOX�4.0' SWIM 03 BARS GRADE 40, 12" O.G. OR WIRE MESH AN APPROVED ANTI -VORTEX COVER, 12" X 12 GRATE OR LARGER,
MIN. OUT i3"X6" / OR OTHER APPROVED MEANS.
G;ERAMIC TILE VERTICAL AND 4,, f/
HORIZONTAL (TYP)
CONCRETED SOIL UNDER 1"iYNG1-E�1�lSi�G ASSC�G. INC.
3," O WATER LINE OI CONCRETE DECK
n PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
O m
1/2" QUARTZ 1729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32117
UL APPROVED O� FINISH (386) 677-6891 FAX 1386) 677-2114
UNDERWATER LIGHT
03 BARS 12" ON CENTER NOT VALID WITHOUT
EACH WAY (GRADE 40) EMBOSSED SEAL. TYPICAL
POOL SHELL 3000 FSI PklriP MIX. CONCRETE a 0+� ,i Rf=51 DENTAL SNIFOOL
PNEUMATICALLY APPLIED: °oy°oo ,�,°o°o° } „
6"-7" IN VERTICAL WALLS (TYP) o° o boo MAIN DRAIN W/ RELIEF PLUG OR 2" �S £ t"1�C (/^ /^1Q
6'-B" IN COVES AND FLOORS (TYP) 000°08 boo HYDROSTATIC RELIEF VALVE, IF REQ'D, v:'�' .� i 1L..// vJ t.7 OR
2500 MIN. GUNITE MAY BE SUBSITIUTED yoo N>o
FOR 3000 PSI CONCRETE DEEP END FLOOR ANC)oo ROGKBED ca '_ SUiRfS I DE FOOLS COLS
e /
WALL REINFOROEMENI' 313 BEACH BOULEVARD
TO SLOPE BREAK- u' JACKSONVILLE BEA01-4, IF -L. 32250
03 BAR a 12" ON GEN -ER, EACH WAY < 8.0' DEEP K c _ (904) 246-2666
03 BAR a 6" ON CENTER, EACH WAY > S.O" DEEP AND OVER. f r I STATE LICENSE OF0044080
` k4IM1" TING FOOL SECTION °
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
- r FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
p U�� YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
a, r
MAY BE RENDERED VOID.
PARKER MYN HENBERG P.E% X62645
SHEET I OF 5
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
ALTERNATE BEAM
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
FINISH DETAIL
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 sSPA 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.I./A.S.M.E. A112,19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS; NOT TUBS, AND WHIRLPOOL5 BATHTUB
APPLIANCES"
12. THE POOL DE51ON 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 680.26 f$)(21fb) FOR PERIMETER BONDING
U51NO AT LEAST ONE(I) 08 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'-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/100-5 2011 FOR RESIDENTIAL INGROUND POOLS,
AN51/APSPACC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/APSP/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND ANSI/APSPACO-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
IZ. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.TYPIGAL5j/�I�I G FOOL
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC'
CLEANING SYSTEM, IS A VACUUM GLEANER SYSTEM NIHICH
LOW PAVER DECKING OR HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
PROFILE VARIES 4'" THICK CONCRETE DECK WHICH CAN BE ISOLATED I VALVES, THEN EACH SUCTION
JUNCTION W/ FIBER MIX 2500 PSI INLET SHALL .PROTECT AGAINST USER ENTRAPMENT BY EITHER
BOX�4.0' SWIM 03 BARS GRADE 40, 12" O.G. OR WIRE MESH AN APPROVED ANTI -VORTEX COVER, 12" X 12 GRATE OR LARGER,
MIN. OUT i3"X6" / OR OTHER APPROVED MEANS.
G;ERAMIC TILE VERTICAL AND 4,, f/
HORIZONTAL (TYP)
CONCRETED SOIL UNDER 1"iYNG1-E�1�lSi�G ASSC�G. INC.
3," O WATER LINE OI CONCRETE DECK
n PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
O m
1/2" QUARTZ 1729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32117
UL APPROVED O� FINISH (386) 677-6891 FAX 1386) 677-2114
UNDERWATER LIGHT
03 BARS 12" ON CENTER NOT VALID WITHOUT
EACH WAY (GRADE 40) EMBOSSED SEAL. TYPICAL
POOL SHELL 3000 FSI PklriP MIX. CONCRETE a 0+� ,i Rf=51 DENTAL SNIFOOL
PNEUMATICALLY APPLIED: °oy°oo ,�,°o°o° } „
6"-7" IN VERTICAL WALLS (TYP) o° o boo MAIN DRAIN W/ RELIEF PLUG OR 2" �S £ t"1�C (/^ /^1Q
6'-B" IN COVES AND FLOORS (TYP) 000°08 boo HYDROSTATIC RELIEF VALVE, IF REQ'D, v:'�' .� i 1L..// vJ t.7 OR
2500 MIN. GUNITE MAY BE SUBSITIUTED yoo N>o
FOR 3000 PSI CONCRETE DEEP END FLOOR ANC)oo ROGKBED ca '_ SUiRfS I DE FOOLS COLS
e /
WALL REINFOROEMENI' 313 BEACH BOULEVARD
TO SLOPE BREAK- u' JACKSONVILLE BEA01-4, IF -L. 32250
03 BAR a 12" ON GEN -ER, EACH WAY < 8.0' DEEP K c _ (904) 246-2666
03 BAR a 6" ON CENTER, EACH WAY > S.O" DEEP AND OVER. f r I STATE LICENSE OF0044080
` k4IM1" TING FOOL SECTION °
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
- r FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
p U�� YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
a, r
MAY BE RENDERED VOID.
PARKER MYN HENBERG P.E% X62645
SHEET I OF 5
RECIRCULATION
CPLORINATO
POOL
FILTER
MAIN DRAIN (SUCTION)
---------------
RETURN LINE
THERAPY JET
RETURN LINE
11
IL--- ------------ -------------
L------------------------------
MAIN DRAINS MEET TIJr VIRGINIA GRAEHE
BAKER POOL AND SPA SAFETY ACT.
(SECOND MAIN DRAIN MAY BE ON 51DE WALL)
TYPICAL SPA POOL - i 2 MAIN DRAINS ON FLOOR
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
G" IN VERTICAL RALL5 (TYP)
ro" IN COVES AND FLOORS (TYPJ
2500 MIN. &UNITE MAY BE SUBSITIUTED
FOR 3000 PSI CONCRETE
1/2" QUARTZ
FINISH —\I VAR
UL APPROVED
UNDERWATER
LIGHT
I
COMPACTED 501L
UNDER CONCETE LL
DECK lYi
MAIN DPJ41N
SUCTION LINE
------------
A00
MAIN DRAIN W RELIEF
PLUG OR 2" . (30
HYDROSTATIC RELIEF 000
00;
VALVE, IF REOV, 0.0�
SECTION
LIGHT
3/4" BUILLN05E
TILE OPTIONAL
ON EDGE OF
STEP.
PAVER DECKING OR
4" THICK CONCRETE
DECK 14/ FIBERMIX
5000 P51
HATER
LINE
6"X6" CERAMIC TILE
LO
/PROFILE
JUNCTION
BOX
-JWEXTRA 03 BARS
L
CONTINUOUS
03 BARS 12" O.C.
0o 0 VERTICAL AND
oo.00 HORIZONTAL (TYF)
0-.00 (GRADE 40)
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 00MES 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
CAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-#5 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE -
DECK, AND TILE DETAIL
NOT VALID WITHOUT
EMBOSSED SEAL:`
"g-
' -`FEB
0 "6 2
PARKER MYNCHEN5ERG, F.E. 052645
ACRLYIC FINISH
PARKER MYNOWENBERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LAND50APE ARCHITECTS
1129 P-IDGEI-400D AVENUE HOLLY PILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RESIDENTAL 5H/FOOL
DESIGN FOR
SURFSIDE FOOLS
313 BEACH BOULEVARD
JAGK50NVILLE BEACH, FL. 32250
(0104) 246-2666
STATE LICENSE CPCO44080
TP15 SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER
FILE COPY . IT V41LL 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 DRAHING
MAY BE RENDERED VOID.
SWEET 2 OF 5
POOL BONDING NOTES:
1. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQiJIRES A
COPPER CONDUCTOR; MINIMUM #8 AWG BARE SOLID COFFER
CONDUCTOR HHICH FOLLOHS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS
OF THE POOL AND WHICH IS SECURED NITHIN OR UNDER THE
PERIMETER SURFACE 4" TO 6" BELCH SUBGRADE. THE PERIMETER
BONDING SHALL BE ATTACHED TO THE POOL REINFOROING SHELL
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHA -L BE BY LISTED MEANS
PER NEC, 250.8. BONDING GABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM
OF EXCAVATION.
WHEN REBAR IS UTILIZED FOR THIE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (HITPIN 5 FT), THIS REBAR SHALL BE BONDED USING
#8 ANG BARE "SOLID COPPER CONDUCTOR BY LISTED I✓IEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
50OHN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE
EXACT LOCATION. BONDING CONDUCTOR SHALL GONFOPM TO THE SHAPE OF THE POOL
HHILE 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" COFFER CLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOH FINISHED GRADE, MINIMUM, AND HHERE'
USED SHALL BE BONDED USING 08 AHG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO. VANISHING EDGE POOLS,
POOLS HITH PERIMETERS OF VARYING (VERTICAL) C6RADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING HALLS, AND ZERO -LOT LINES.
IN THESE GASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
HITH 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 HITH THE AHJ IN THE L)ETERMINATION OF ITFrYPIGAL
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTEMS
POOL
REINFORCING
STEEL
HEATER
TYPICAL POOL BONDING'
NOT TO SCALE
BOND JUMPER
NOTE ci
TYPICAL
8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINR7UM AT EACH SEPARATE BODY OF WATER, USING A #8 AHG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
a. GOPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THIP POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) USING 08 ANG BARE SOLID COPPER HIRE.
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 GRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE NITHIN B FT,
HORIZONTALLY OF THE IW:d DE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVI
THE MAXIMUM WATER LEVEL OF THE POOL USING 08 ANG BARE COPPER HIRE.
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, HHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NIOHES.
12. ELECTRICAL CONTRACTOR SHALL GALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER—UP OF THESE AREAS:
NOTES 2 AND 3 SE,
NOTE 3
BOND JUMPER
NOTE 10
TYPICAL
SHIMMING POOL LT FIXTURE
NOTE 11
TYPICAL
TYP I GAL POOL BONDING PLAN
TF!ANSFORMER
I NOT TO SCALE
M
JUNCTION BOX
�nr.lnir.�r; �;n�fnitr--rns�
NOTE I
BOND JUMPER
NOTE 8 MINIMUM 5/8" DIAMETER �FROM POOL REBAR OR
TYPICAL COPPER GROUND RDD BONDING CONDUCTOR
DRIVEN UNTIL MAXIMUM
RESISTANCE VALUE OF
25 OHMS IS REACHED NOTE 1
(IF USED)
TYPICAL BONDING TYPES
NOTES 1, 4, NOT TO SCALE
5 AND 8
NOTES:
I. SPLICES (HELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE HITH MANUFACTURERS REGOMMENDATIONS.
(IF USED) BONDING LEGEND
j7 • BOND CONNECTION, PER NEC 250.8
I A PARALLEL TAP CONNECTION, PER NEC 250E
UNDERGROUND BONDING CONDUCTOR, #8 AWG (MINIMUM)
POOL LIGHT NICHE
CONTROL PANELS)
TIC
SCHEMATIC NOTES:
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL F TTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE HITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
PARKER MYN'GNENBERG 4 A550C. ING
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEHOOD AVENUE HOLLY HILL FLORIDA 3211-7
(386) 611-6891 FAX (386) 611-2114
NOT V,1LID HITHOUT
TYPICAL
EMBOSSED EAI �
RESIDENTAL 51,-4/1=OOL
D1=510N EOP,
I=
SURF5IDE POOLS
I J _
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
`. I.
FILE COPY . IT HILL 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 DRAHING
MAY BE RENDERED VOID.
PARKER MTNOHENBERG. 32645
SHEET '3 OF 5
4"DECK
03 BAR AT 12" ON CENTER
BAR TO BE 5 FT LONG
TURN DOWN FOOTER DETAIL
PLAT � LOPEMO FOOTING
TYPE 1
(2) 03 REBAR CONT.
IFTIN
TO
I FT IN
MOTERATE SLOPE FOOTING
TYPE 2
BAR AT 12" ON CENTER
#4 BAR AT 12" ON CENTER
2 FT RETAINING WALL
RE'f AINING WALL 3000 P51 PUMP MIX CONCRETE
041 BAR AT 12" ON
04 BAR AT 12" ON CENTER
/
32
4 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
IFTIN6
OR
STEEPER
3) #3 REBAR CONT.
r X
STEEP SLOPE FOOTING
TYPE 2
SLAB -FOOTING DETAILS
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 3000 PSI CONCRETE
USE GXG 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS,
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 5HELL
ENCROACHES INTO THE
I TO 1 AREA.
EXISTING STRUCTURE
CONCRETE PAVER DECK
1-a3 BAR
BRICK PAVER
CONTINUOUS
POOL DECK
STEEL TEX FORM W/
m
�p
STRUCTURAL STEEL
QO
1-03 BAR VERTICALLY �'
IN PLACE TO BE
N
4 MIN
® 3G" ON CENTER---,-
�1
"
CONTINUOUS
5=1/2" X A
PAVER DECK
THE POOL SHELL WALL SHALL BE
TURNDOWN DETAIL
#4 BAR AT 12"
RIBBON FOOTING
ON CENTER
WI PAVER DECK
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
ca
PLAT � LOPEMO FOOTING
TYPE 1
(2) 03 REBAR CONT.
IFTIN
TO
I FT IN
MOTERATE SLOPE FOOTING
TYPE 2
BAR AT 12" ON CENTER
#4 BAR AT 12" ON CENTER
2 FT RETAINING WALL
RE'f AINING WALL 3000 P51 PUMP MIX CONCRETE
041 BAR AT 12" ON
04 BAR AT 12" ON CENTER
/
32
4 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
IFTIN6
OR
STEEPER
3) #3 REBAR CONT.
r X
STEEP SLOPE FOOTING
TYPE 2
SLAB -FOOTING DETAILS
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 3000 PSI CONCRETE
USE GXG 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS,
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 5HELL
ENCROACHES INTO THE
I TO 1 AREA.
EXISTING STRUCTURE
CONCRETE PAVER DECK
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
�p
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
12"
AWAY FROM SHORING.
3000 PSI CONCRETE W/ 2-#3 REBAR5
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G" THICKNESS,
RIBBON FOOTING
a 3 REBARS AT G" ON CENTER
WI PAVER DECK
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
04 BAR AT 12" ON CENTER
00/1
/ � N
24"
3 FT RETAINING WALL
RETAINING WALL 3000 P51 PUMP MIX CONCRETE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. q"
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
N 12"
3000 P51 CONCRETE W/ 2-#3 REBARS
RIBBON FOOTING
W/ PAVER DECK
SIDE WALLS
CONCRETE PAVER DECK
z _n
12"
3000 1-51 CONCRETE W/ 2 -*3 RE5AR5
RIBBON FOOTING
W/ PAVER DECK
FRONT WALL
NOT'V,ALID WITHOUT
EMBOSSED SEAL..
�t
4 `r
1frJ
FEB 0 6 2018
3'-G" MIN. DISTANCE
LESS THAN I ON I
45°
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCONS.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 IS NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCI-IENBE G 4 ,ASSOC. IMG
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEW00D AVENUE HOLLY HILL FLORIDA 32111
(386) G11-GS91 FAX (386) G11-2114
TYPICAL
fi2E5IDENTAL 5H/f=OOL
DESIGN POR
SURFSIDE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2GGG
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.
PARKER MYNCHENBERG, P.E. #32643 11
SWEET 4 OF 5
12 BRICK PAVER
MD SET POOL DECK ALUMINIUM:SCREEN UPRI(SWT
04 BAR CONTIN 5
$0.3 BAR AT 12" ON CENTER
X
05 BAR AT 40" ON CENTER
Q X POOL SWELL NITW CELL FILLED WITH CONCRETE
DECK DRAIN
STANDARD YARD 4" POOL DECK
X ELEVATION tv
A�11/ N X�
RISE\ E.
3ro" TURNDOWN
HALL 5000 P51 PUMP MIX CONCRETE
04 BAR AT 12" ON CENTER
BLOCK HALL DETAIL
WALL 3000 FBI PUMP MIX CONCRETE
ALUMINIUM SCREEN JPRIGWT
05 BAR CONITINIOUS
7\
x //>
x
X
io
ry
pz
Xw
<-j
STANDARD YARD T
ELEVATION
#5 BAR AT 40" ON ��ENTER
I-41TP CELL FILLED 1-41TP CONCRETE
DECK DRAIN
/ 4" POOL DECK
I
I \05 BAR AT 12" ON CENTER
BLOCK HALL DETAIL
HALL 3000 1`151 PUMP MIX CONCRETE
ro I=T RETAINING HALL
RETAINING WALL 3000 FSI FL"F MIX CONCRETE
4TER
PARER MYNGPENBERG_P�F-. *3`2645"
—F—
BOND BEAM HITI4
1 #5 BAR
DOWELS
#5 REBAR 24" MAX SPACING
USE #4 REBAR IF UNDER 6'-C"
05 REBAR 12" MAX SPACING
USE 04 REBAR IF UNDER el -o**
i 5
RETAINING WALL
N
A
B
C,
DOWELS TOP FOOTING
(O.Cj (OC)
I'-4"
10"
I' -S"
10'
05
48"
05
40"
2'-6"
10"
1'-8"
10",#5
48"
tS
40"
V-4"
12"
:2--0"
127
#5
48"
#5
40"
4'
12"
2'-0"
12"
#5
48"
$15
40"
4'-S"
IV
2 -6`
12"
05
48'
#5
40"
5'-4"
12"
3'-0"
12"
1 #5
48"
145
40"
45,
12"
3 -15" i
12"
1 #5
48"
#5
40"
TYP. RETAINING HALL DIMEN51ON5
FARKER MYNGPENBERG 4 A550C. INC,
PROFESSIONAL ENGINEERS LANDSCAPE AF-r—PITE075
112q RIE)GEV400D AVENUE HOLLY PILL FLORIDA 32117
(3865) 611-6891 FAX (586) 6-7-7-2114
7YFICAL
RfESIDEN7AL 51,-4/POOL
DSS IGN FOR
SURFSIDE FOOLS
31:3 BEACH BOULEVARD
JACKSONVILLE BEAC14, FL, 32250
(q04) 246-2666
STATE LICENSE OPCO44080
THIS SIGNED AND SEALED 5PEE7 15 TO BE USED AS A MASTER
FILE COPY . IT 1-41LL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/51/18, IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE TPAT DATE, THIS DRAI,^iINO
MAY BE RENDERED VOID.
SPEET 5 OF 5