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RECEIVED
JUL 18 2019
��a �@IB @Wmtys r#IrmIfEld�'
43 ft. 11 in.
437 ft. 0 in. PROPERTY LINE
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39 ft. 8 in. C
LOCATION r
424ft.5in. PROPERTYLINE
SCANNED
SLuclec
t.ounty
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
F f l FCOPV
POOLDESIGN.NET
op
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954)941-1124
info@swimm 1 ng pool plan, com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454, 2, 6,6 /R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 Sth EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSINSPI 3, ANSIINSPI 5,
ANSIIAPSP 7,ANSI/APSPIICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF,
3)THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS.
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318.11.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITEISHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A T.S.M.-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS.
g) PIPING'. ALL POOL PIPING SHALL BEAR THE N. S. F: PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P. V, C.
MIN. POOL PIPING TO COMPLY WITH F.8.0 C. POOL
EQUIPMENT TO APPLY TO F.8.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS IN F, B.C.
g) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 680, 25(C)
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S. M. AKERS
P.E. 68449
SITE PLAN — 1
TITLE
LOT 3 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4422 N. HWY Al
FT. PIERCE,FL.34949
Scale: 1 in = 30ft. Oin.
DATE 7/10/2019
PAGE 1 OF 5
IIN
POOLDESIGNNET
^m
TOP OF POOL
EQUIPMENT SLAB TO
BE INSTALLED AT
BASE FLOOD
ELEVATION +1'
loft.
E
PROVIDE MIN. 42" BARRIER
BY OTHERS
PER PERMIT #1901-0543
5' SUN
FOUNTAIN
TOP OF POOL EL.23,
DEC-O-DRAIN
DIMENSIONS TAKEN @ WATERLINE
i -24"
11 ft. 4 in.—'Ik 6 Tr
4-e 0
• POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954)941-1124
info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 /R41III,&I ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2W RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
PROVIDE MIN. 42" BARRIER
BY OTHERS REVISIONS
PER PERMIT #1901-0543
m
'0
1) PLANS DESIGNED PER 2017 8th EDITION F.B.C. RESIDENTIAL
e
CHAPTERS 42 8 45 and ANSUNSPI 3, ANSUNSPI 5,
ANSI/APBP 7,ANSI/APSPACC 15
°T
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PER
3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS.
=
dd
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
12V LED LIGHT
---��
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
r
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
3R. iR, 1 k.
1
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
�gP
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11.
1 I I
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNrrE/SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A.T.S. M: 15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.0 I. STANDARDS AND SPECIFICATIONS.
5 ft. 3 in.
i
PIPING' ALL POOL PIPING SHALL BEAR THE N.S.F-PW SEAL
23 ft. 4 In.
OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN.
POOL PIPING TO COMPLY WITH F. B.0 . POOL EQUIPMENT TO
APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
II +
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS iN F.S.C.
(I 'K
8) EQUIPOTENDAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 680.28(C)
SLOPE POOL DECK 1/8" PER
AWAY FROM POOL RE*IEWED
FOR
CODE
COMPLIANCE
ST. LUCIE
COUNTY
BOCCi�....__
NOTES:
IF WATER SOURCE IS A PRIVATE WELL PREFILTER WATER TO FILL POOL
ALL METALLIC ITEMS WITHIN 5'.0" OF WATERS EDGE OF POOL TO BE BONDED
WITH #8 SOLID INSULATED WIRE (W. listed) FROM POOL STEEL. ALL GROUND
WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS ,... G, F.I, OUTLET 10
•.
,� • N 5e��
• IIe��
� S844
=
MIN. AND 20' MAX. FROM POOL
e
IF
PROPERTY ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE AROUND POOL OR
�'
= e
Q i
GATES TO BE SELF CLOSING AND SELF LATCHING
�9: STATE OF
PROVIDE DOOR AND WINDOW ALARMS AS REQUIRED
STEEL OVERLAP@ 48 TIMES DIAMETER
100
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LOTS
ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTIONSITE
S •
AND HOLBY THE LOCAL
REGULATORYDAGENCMINIMUYt ALLOW CMININ10' CLEARANCE
811NA„tip
HORIZONTALI FROM
OVERHEAD ELECTRIC LINES TO POOL WATER,
DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES AND BE
B•M. AKERS
POSITIVELY SLOPED FOR DRAINAGE
P.E. 68449
PROVIDE WEEP HOLES AND DEWATERING PUMPS AND ANY OTHER METHODS
NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO
LAYOUT PLAN
HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY,
BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO
DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH
LOT 3 VENETIAN ADMINISTRATION LLC
CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO
DESCRIPTION
THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND
4422 N. HWY A1A
MAIN DRAIN PIPING MUST SE PRESSURE TESTED PRIOR TO GUNITE(CONCRETE)
FT. PIERCE FL.34949
Scale: 1/4"= l'-0"
THIS IS NOT A DIVING POOL.
SWIMMING POOL FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER
DATE
7/10/2019
LOCATE POOL RETURNS DOWN 18" MIN. BELOW THE POOL BEAM
PAGE I -- -
PIPING NOTES
ALL PIPING TO BE PVC SCHEDULE .r MINIMUM
AND ALL PRESSURE PIPING AND MAIN DRAIN
PIPING MUST BE PRESSURE TESTED PRIOR TO
GUNITE (CONCRETE)
PROVIDE 5 PIPE DIAMETERS CLEAR LENGTH BEFORE PUMPS ON SUCTION SIDE
LABEL ALL VALVES AND PIPES
PIPING TO BE INSTALLED 18" MIN BELOW GRADE AND TRENCHES TO BE CONDUIT FOR WATER LEVELOR TO
BACKFILLED W/ CLEAN SAND SOLENOID WATER SUPPLY
WELL WATER: IF POOL IS TO BE FILLED WITH WELL WATER
PROVIDE PREFILTER WHEN FILLING POOL
AUTOFILL SENSOR IS IN
TROUGH AND WATER IS
ADDED TO POOL
POOL EQUIPMENT
LOCATION
TOP OF POOL
EQUIPMENT SLAB TO
BE INSTALLED AT
BASEFLOOD
ELEVATION+1' ,
(16.4 NA VD)
POOLDESIGNNET
I
I
PIPING IS SHOWN j
SPACED FOR CLARITY
CONNECT SPA AIR LINE
TO EACH THERAPY JET i
I j sa.
I �
AUTO LEVEL CONDUIT :r-- —
3/4" AUTOFILL LINE��-
1-1/2" FOUNTAIN LINE G
FOUNTAIN LIGHT CONDUIT ----- — —
2" VACUUM LINE o ----- ;—
POOLLIGHTCONDUIT-- — — — — — —----------
3" POOL MAIN DRAIN LINE ( —
no, onn_c cl loot w I Info
2" T
To
M
MAIN DRAW t
.24-
-01
-5'-0"
OVERFLOW LINE
CRITICAL: PROVIDE PLUMB AND
ACCURATE LEVEL WATER LINE FOR
NEGATIVE EDGE 04
OAP
h +D„ 4.G
Y MAIN DRAIN
5' SUN SHELF W
FOUNTAINSUBBLER
NOTE: LIGHTS MUST BE '
AMBER COLOR
r
- 1n 12V LED LIG
),
1a.
eP
I I I
I I I
O I 1
I
v
1
------------------------- I............... '-----------------------i-------------------.I
Je — _... ______— ____ ___________1
❑ CONCRETE DECK BY
OTHERS
MIN. 18" CLEAR
FOR FUTURE - - -
SOLAR
IC40 CELL
LEGEND:
-RETURN LINE
• ELEVATION
NOTE: WATERBOND FITTING TO BE
BELOW WATERLINE AT ALL TIMES
-2-WAY VALVE
ATER BOND
FITTING PB2008
- 3-WAY VALVE
- CHECK VALVE
BUTTERFLY VALVE
2.1/3" POOL RETURN
-SKIMMER
pL�
ILL
- VALVE ACTUATOR
1-12" BUBBLER
FILTER PAD DETAIL
NTS
NOT TO SCALE
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC T
3 HP PENTAIR 1-1/2 H.P. AIR PENTAIR
VS PUMP BLOWER 1-1/2 H.P.V.S.
.ram EDGE PUMP
ro
L_
FILTER
d
0
H-
y
N
CHECK
VALVE
Provide min.
4 times pipe
z
diam. clear
straight length
0
U)
0
N
p
O
CHECK
z
w
z
VALVE
o
w
o
z
2-1/2" SPA
z
iv
JETS QzQ
M
--N
ri
R
POOLDESIGNAET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6/R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 6th EDITION F, B. C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSIINSPI 3, ANSI/NSPI 5,
ANSI/APSP TANSI/APSP/ICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PER
3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS,
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A,C.I 318-11.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3, 000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A. T.S.M.-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C, I. STANDARDS AND SPECIFICATIONS.
g) PIPING: ALL POOL PIPING SHALL BEAR THE N. S, F: PW SEAL
OF APPROVAL AND SHALL BE SCHEDULE 40 P. V, C. MIN.
POOL PIPING TO COMPLY WITH F.B.0 POOL EQUIPMENT TO
APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS IN F, S. C,
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 680, 26(C)
t of
J^, 3
I • R
1
WOO j ri
•9G �• STATE OF -014.
B. M. AKERS
P.E. 68449
PIPING PLAN
TITLE
LOT 3 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4422 N. HWY Al
FT. PIERCE, FL.34949
Scale: 1/4" = V-0"
DATE 7/10/2019
PAGE 3 OF 5
I
(NOT
�1 (NOTE BELOW)
L�J /
ELECTRIC
3 #121N 12"
PANEL CONDUIT
CONTROLLER
3#8THHN
& 1 #101N 1"CON
,
GFI PUMP
BREAKERS
3#121N 12"��
CONDUIT
220V
MOTOR
1.5HP
AIR BLOWER
4,5A
12v TRANSFORMER
DECK BY OTHERS
#8 AWG INSULATED COPPER _
WIRE EPDXY COATED
_____---- _____________
LIGHT CORD
(IN CONDUIT)
( #B AWG INSULATED
COPPER
WIRE EPDXY
COATED
PUMP I POOL PUMP
MOTOR
COMPLIES WITH
3HP VS 403.9 FBC
ALL ELECTRICAL PER PENTAIR
2014 N.E.C. 16A
ILL EQUIPMENT TO BE INSTALLED PER
✓IANUFACTURER SPECIFICATIONS
ALL METALLIC ITEMS WITHIN 54" OF WA TER'S EDGE OF POOL TO BE BONDED WITH
*8 SOLID INSULATED WIRE (UL listed) FROM POOL STEEL. ALL GROUND WIRES
CONNECTED TO STEEL WITH BRASS GROUND LUGS...... G.F.I. OUTLET 10' MIN. AND 20'
MAX PPl14A Pnnl
:ONCRETE
DECK
IYOTHERS
EXPANSION
JOINT
(SEALED
#4s @ 9"
O/C BOTH WAYS
DOUBLE MAT
WITH 6#5 AND #3 HOOPS
@ 12"O/C
12" FLOOR
WITH #5
@ 12" O/C BOTH WAYS
DOUBLE MAT
NEGATIVE EDGE SECTION
I Scale: nts
L-� LBEND PILING
STEEL INTO
POOL FLOOR
TYP.
POOL SECTION
Scale: nts
POOLDESIGN. NET
PILINGS By OTHERS
10'-6"
VGB APPROVED MAIN DRAIN GRATE
SECURED IN PLACE SO TOOLS —
ARE REQUIRED FOR REMOVAL
MAXIMUM FLOOR SLOPE
—_ Ift. IN 7ft
12" FLOOR
WITH #5
@ 12" O/C BOTH WAYS
DOUBLE MAT
PILING POOL
SEE PILING PLAN
COAT BOND CONNECTION
WI APPROVED POTTING COMPOUND
12V UNDERWATER
UL APPROVED LIGHT
10" WALLS
WITH #4s @ 12" O/C
HORIZONTAL & VERTICAL
PLASTER
FINISH
12" FLOOR
WITH #5
@ 12" O/C BOTH WAYS.
iD DOUBLE MAT
POOL STEEL OVERLAP 0 48 TIMES DIAMETER
STRUCTURAL DETAIL
2"SENSOR
SLEEVE
2"OVERFLOW
TO ORM
m
N
V CONDUIT TO
LEVOLOR
BREAK AWAY
WALL & FOUNDATION
BY OTHERS
PER PERMIT #1801-0543
GRADE BEAMS
WITH 6 #5 AND #3 HOOPS
@ 12" O/C
ANTI -ENTRAPMENT 1. TIME SWITCH MUST BE INSTALLED TO ALLOW POOL
OWNERS TO RUN THE POOL FIL
TRATION
PUMP ONLY DURING PEAK HOURS
z AOUASTAR 2. POOL FILTRATION PIPING MUST BE SIZED SO THAT
MAIN DRAIN 32COFL101 THE VELOCITY DOES NOT EXCEED 8FPS IN THE
-316 GPM @ 3S FPS RETURN LINE AND 6FP3 IN THE SUCTION LINE.
z FLOOR INSTALLATION
3. FILTER AREA BASED ON 6 HOUR TURN OVER
4. FILTER PUMPS - A MIN. OF 4 PIPE DIAMETERS SHALL
BE INSTALLED BEFORE PUMP.
5. INLET FITTINGS SHALL BE DIRECTIONAL.
.. 32 ' S. PROVIDE A MIN. IS" OF HORIZONTAL OR VERTICAL
POOL/ SPA PIPE BETWEEN FILTER AND HEATER OR DEDICATED
SUCTION AND RETURN LINES SHALL BE INSTALLED TO
MAIN DRAIN DETAIL ALLOW FOR FUTURE ADDITION OF SOLAR HEATING
EQUIPMENT.
8" WALL WITH #4s @
12" O/C BOTH WAYS
12'FLOOR
WITH #5
@ 12" 01C BOTH WAYS
DOUBLE MAT
WITH 6 #5 AND #3 HOOPS
@ 12" O/C
PILINGS BY OTHERS
SPA SECTION
Scale: nts
r
1/4" TAP CON BOLTS 3"
LONG @ (4) LOCATIONS
114' TAP CON BOLTS
1/4" TAP CON BOLTS
4" THICK CONCRETE SLAB
ANCHORAGE DETAIL
.---------,
PUMP
i
POOL
I
I
I
PER 2014 NEC (680.26C 'EQUIPOTENTIAL BONDING GRID")
98 AWG WIRE 18" TO 24" HORIZONTALLY BEYOND THE
088AWG BARE SOLID COPPER BONDING JUMPER SHALL BE INSTALLED IN
AT LEAST FOUR (4) LOCATIONS AROUND PERIMETER OF THE POOL OR
SPA AND ATTACHED TO DECK STEEL W/ APPROVED GROUND LUGS.
EQUIPOTENTIAL BONDING GRID
11
# 400 314" CLEVIS HANGERROD
.4 SUPPORTS
REBAR PIPE
SUPPORTS 4' O/C
------ — 2" PVC
3,18" THREADED STEEL ROD
0400 CLEVIS HANGERS
SIZE VARIES W/PIPE SIZE
RETURN LINE LOOP
11
" PVC
PIPING 4'-0" O/C MAX,
WALL SECTION PIPING
NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
WRI/APQP-7
INE TYPE
IZE
LOW GPM
PS
AIN DRAIN LINE
1 3"
1 130
5.9
ETURN LINE
2-1l2"1
130
8.5
11 HERAPY JETS
1 2-1/2"
1 130
8.5
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954)941-1124
info@swimmingpoolplan.com
OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.61R4101.6.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES,
1) PLANS DESIGNED PER 2017 6th EDITION RE C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND AND
ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSP
3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL
CONDITIONS IN THIS AREA HAVE BEEN BY PAST EXPERIENCE
CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR SIZE
AND DEPTH. IF CONDITIONS DIFFER FROM CONDITIONS
SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR
TO FURTHER CONSTRUCTION OF THIS PROJECT,
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/
SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS GRADE 60 OR NEW BILLET STEEL
CONFORMING TO A.T.S.M: 15. STEEL SHALL BE BENT
LAPPED, AND PLACED IN ACCORDANCE WITH A CJ
STANDARDS AND SPECIFICATIONS.
8) PIPING, ALL POOL PIPING SHALL BEAR THE N.S.F.-PW SEAL OF
APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN, POOL
PIPING TO COMPLY WITH F.B.0 . POOL EQUIPMENT TO APPLY TO
F.B.C.
7) WATER SI'OPLY AND DISPOSAL SHALL BE SO ARRANGED THAT
THERE IS NU CROSS CONNECTION WITH A DOMESTIC WATER
SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL
REQUIREMENTS iNF.SC.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 381
.• .•� ENs'••.
�;�
r •
0 684410
STATE OF S f
It i` ••
< 0 10
R
84A 111111111
S. M. AKERS
P.E. 68449
DETAILS
TITLE
LOT 3 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4422 N. HWY A1A
FT. PIERCE FL.34949
Scale: 1/4" = V-0"
DATE 7/10/2019
PAGE 4 OF 5
PILE GROUT MIN, 5000 PSI @ 28 DA)
(13) 16"ROUND AUGER -CAST
12"FLOOR
WITH DOUBLE MAT
CONC. PILINGS 35TON
ass @ 12' O/C BOTH WAYS
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
3k
(BY OTHERS)
I I
I I
I I 6 # 6(s) —
I
_I ___ _
18" QIAM. AUGER _
CAST PILE
PROVIDE SONG TUBE TO
EXTEND PILE ABOVE GRADE
TO POOL SLAB ELEVATION
ALL PILES TYP,
_#3-8" X 8" HOOPS @ 8" O/C
LENGTH OF PILE
1-ml 1=1
PILING& PADS ECTIO N VIEW NTS
POOLDESIGNNET
L —_J L_ —J
16" DIAM. AUGER CAST PILE
#5 BARS @ 12" C/C BOTH
WAYS IN POOL FLOOR
74
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
POOL.DESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA33060
(954)941-1124
info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 /R4101 S I ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 6th EDITION F:B.C. RESIDENTIAL
CHAPTERS 42 8 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSPIICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF.
3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS.
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT,
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
AT S. M: 15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS.
6) PIPING. ALL POOL PIPING SHALL BEAR THE N.S.F. -PW SEAL
OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN.
POOL PIPING TO COMPLY WITH PE C POOL EOUIPMENTTO
APPLY TO F, B, C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS IN F, B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 680.26(C)
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PILING PAGE
TITLE
LOT 3 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4422 N. HWY Al
FT. PIERCE FL34949
Scale: 3/8" = V-0"
DATE 7/10/2019
PAGE 5 OF 5