HomeMy WebLinkAboutSITE PLANREVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCK
POOLDESIGNNET
POOLDESIGN.NET
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
INCLUDNG 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 8th EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/IGC 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
AT S.M.-I 5. 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.U.C.
MIN. POOL PIPING TO COMPLY WITH F.B.C. POOL
EQUIPMENT TO APPLY TO F S.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE I$ 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)
68449I� �
•
9l STATE OF 1:&
•hyS SON Ais�p.`��
B. M. AKERS
P.E. 68449
SITE PLAN
TITLE
LOT 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY Al
PIERCE. 49
Scale: 1 in = 30ft. Oin.
DATE 7/10/2019
AG 1 OF 5
TOP OF POOL
EQUIPMENT SLAB TO
BE INSTALLED AT
BASE FLOOD
ELEVATION +1'
POOL EQUIPMENT
LOCATION l
Oft.
HL
PROVIDE MIN. 42" BARRIER
BY OTHERS
PER PERMIT #1901-0541
5' SUN SHELF W1
FOUNTAIN BUBBLER
TOP OF POOL EL. 23.5'
DEC-O-DRAIN
3 ft.
DIMENSIONS TAKEN @ WATERLINE
-111 -24"
9'*v
_ll I
SLOPE POOL DECK 118" PER V
AWAY FROM POOL
11 ft 4 in.
r 12V LED LIGHT
23 ft. 4 in.
LOT 2
C
N
ro
d
5 ft. 3 in.
PROVIDE MIN. 42" BARRIEF
BY OTHERS
PER PERMIT #1901-0541
A
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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 (u.I. Ilatetl) FROM POOL STEEL, ALL GROUND
WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS.,..,.G. F.I. OUTLET 10'
MIN. AND 20' MAX. FROM POOL
IF ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE AROUND POOL OR
PROPERTY
GATES TO BE SELF CLOSING AND SELF LATCHING
PROVIDE DOOR AND WINDOW ALARMS AS REQUIRED
STEEL OVERLAP @ 48 TIMES DIAMETER
ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION
SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL
REGULATORY AGENCY. ALLOW MIN. IT HORIZONTAL CLEARANCE FROM
OVERHEAD ELECTRIC LINES TO POOL WATER.
DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES AND BE
POSITIVELY SLOPED FOR DRAINAGE
PROVIDE WEEP HOLES AND DEWATERING PUMPS AND ANY OTHER METHODS
NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO
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
CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO
THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND
MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO GUNITE (CONCRETE)
THIS IS NOT A DIVING POOL.
SWIMMING POOL FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER
LOCATE POOL RETURNS DOWN 18" MIN. BELOW THE POOL BEAM
POOLDESIGN.NET
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
GENERALNOTES:
1) PLANS DESIGNED PER 2017 Sth EDITION F. B, C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 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 PI
13) 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.CJ 31 B-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: 1S. 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 F.B.C. 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 REOUIREMENTS IN F.B.C.
g) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION.680.26(C)
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STATE OF f-U
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B. M. AKERS
P.E. 68449
LAYOUT PLAN
TITLE
LOT 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY Al
FT. PIERCE FL.34949
Scale: 114" = 1LO"
DATE 7/10/2019
PAGE 2 OF 5
PIPING NOTES
ALL PIPING TO BE PVC SCHEDULE 40 N�. iMUM
AND ALL PRESSURE PIPING AND MAIN DRAIN
PIPING MUST BE PRESSURE TESTED PRIOR TO y
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 III WATER SUPPLY
WELL WATER: IF POOL IS TO BE FILLED WITH WELL WATER
PROVIDE PREFILTER WHEN FILLING POOL r—
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 NAVD) +jR
3" POOL
n
2" TROUI
3" SPA
POOLDESIGNNET I I
I
I
PIPING IS SHOWN j
SPACED FOR CLARITY j
CONNECT SPA AIR LINE I
TO EACH THERAPY JET j
I
I j 3n.
I i
I .-
LEVEL CONDUIT— .- ............
AUTOFILL LINEc
FOUNTAIN LINE— — -
LIGHT CONDUIT— ------------
2" VACUUM LINE-- LIGHT CONDUIT -------------------
MAIN
-24"
-0 -5, 0„
CRITICAL: PROVIDE PLUMB AND
ACCURATE LEVEL WATER LINE FOR
NEGATIVE EDGE
Hh 4x CEP
Y +0"
MAIN DRAIN
5' SUN SHELF W/
FOUNTAIN BUBBLER
NOTE: LIGHTS MUST BE
AMBER COLOR
12V LED LIGH),,
0v
—��------------------------- i----_-_-_-_--------•------------_.------
---------.._.----------------------------------------.----------_-------_-_-__----__-_-_--------
LEGEND:
O-RETURN LINE
-ELEVATION
-2-WAY VALVE
• 3-WAY VALVE
CHECKVALVE
-BUTTERFLY VALVE
SKIMMER
VALVE ACTUATOR
NTS NOT TO SCALE
0
OVERFLOW LINE
❑ CONCRETE DECK BY REVIEWED FOR
OTHERS CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
MIN. 18" CLEAR
FOR FUTURE ---
SOLAR
IC40 CELL
NOTE. WA FERBOND FITTING TO BE
BELOW WATERLINE AT ALL TIMES
ATER BOND
FITTING PB2008
2.1/2" POOL RETURN
1-1/2" BUBBLER
FILTER PAD DETAIL
3 HP PENTAIR 1.1/2 H.P. AIR
VS PUMP BLOWER
I
I
FILTERLU
d
N
F- O
'7 ¢
N CHECK
VALVE
Provide min.
4 times pipe
diam. clear
straight length
a
O
a
v
a
CHECK Z
VALVEo
o
p
2-1/2" SPA
Z
JETS
O
T
PENTAIR
1-1/2 H.P.V.S.
EDGEPUMP
w
O
O
a
O
J
a
a
y
I
I
I
i
I
I
I
I
I
I
I
POOLDESIGN.NET
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
454.2.6A /R4101..6,1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 20176th EDITION F, B. C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANS1/APSP/ICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 150C 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.131sl 1.
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.
8J 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 EQUIPMENTTO
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.
3) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 580,26(C)
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-0 STATE OF ?�
% A.
'•g O.�
F'•., O A ••'
B. M. AKERS
P.E. 68449
PIPING PLAN
TITLE
LOT 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY A1A
FT. PIERCE, FL.34949
Scale: 1/4" = V-0"
DATE 7/10/2019
PAGE 3 OF 5
G.F,1,
(NOTE BELOW)
-.111 , 3912 IN 12"
PANEL CONDUIT
CONTROLLER
HLORINATOR-
3#BTHHN
& 1 #101N 1" CON,
HEAT -
PUMP
GFI PUMP
BREAKER
3 0121N 12"
1.5HP
AIR BLOWER
4.5A
220V
MOTOR I i
PUMP I MPOOL PUMP
OTOR
COMPLIES WITH
SHIP VS 403.9 FBC
ALL ELECTRICAL PER PENTAIR
2014 N.E.C. 16A
ALL EQUIPMENT TO BE INSTALLED PER
MANUFACTURER SPECIFICATIONS
ALL METALLIC ITEMS WITHIN 5'-0" OF WATER'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./. OUTLET 10' MIN, AND 20'
AAAV CD(n&A Onni
OONCRETE
DECK
1Y OTHERS
4'
DECK BY OTHERS
iI
11
I
II
#8 AWG INSULATED COPPER
jl
I I
WIRE EPDXY COATED
12v TRANSFORMER
!----
- ---------------- --------1
LIGHT CORD
LIGHT
(IN CONDUIT)
#8 AWG INSULATED
COPPER WITH #4s @ 12" OYC
WIRE EPDXY HORIZONTAL & VERTICAL
COATED PLASTER
FINISH
12" FLOOR
WITH #5
12" O/C BOTH WAYS
'^ DOUBLE MAT
POOL STEEL OVERLAP @ 48 TIMES DIAMETER
STRUCTURAL DETAIL
ANTI -ENTRAPMENT
1. TIME SWITCH MUST BE INSTALLED TO ALLOW POOL
OWNERS TO RUN THE POOL FILTRATION
PUMP ONLY DURING PEAK HOURS
1O
Z AQUASTAR
THAT
2. POOL FILTRATION PIPING MUST BESIZEDIN
MAIN DRAIN 32CDFL101
THE VELOCITY DOES NOT EXCEED H
IN THE
316 GPM Q 3.9 FPS
RETURN LINE AND BFPS IN THE SUCTION LINE.
SUCTION
FLOOR INSTALLATION
•
. 3. FILTER AREA BASED ON 6 HOUR TURN OVER
PILING POOL
4. FILTER PUMPS -A MIN. OF 4 PIPE DIAMETERS SHALL
BE INSTALLED BEFORE PUMP.
SEE PILING PLAN
—
5. INLET FITTINGS SHALL BE DIRECTIOINAL.
—�.
6. PROVIDE A MIN. 18" OF HORIZONTAL OR VERTICAL
OAT BOND CONNECTION
POOL/ SPA
PIPE BETWEEN FILTER AND HEATER OR DEDICATED
W/ APPROVED POTTING COMPOUND
SUCTION AND RETURN LINES SHALL BE: INSTALLED TO
MAIN DRAIN DETAIL
ALLOW FOR FUTURE ADDITION OF SOU4R HEATING
12V UNDERWATER
EQUIPMENT,
UL APPROVED LIGHT
EXPANSION
#4s e
JOINT
O/C BOTH WAYS —
�S
(SEALED
DOUBLE MAT
2" OVERFLOW
TOSTORM
GRADEBEAMS
WITH 6 #5 AND #3 HOOPS
12"O/C
1" CONDUIT TO
LOOR
1H WAYS
WITH #5 BREAK AWAY
@ 12" O/C BOTH WAYS WALL $FOUNDATION
Ll
DOUBLE MAT BY OTHERS
PER PERMIT 41901-0541
PILINGS BY OTHERS
NEGATIVE EDGE SECTION
Scale: nts
BEND PILING
L STEEL INTO
POOLFLOOR
TYP.
POOL SECTION
Scale: nts
POOLDESIGNWNET
23'-4"
10'-6"
VGB APPROVED MAIN DRAIN GRATE
SECURED IN PLACE SO TOOLS —
ARE REQUIRED FOR REMOVAL
MAXIMUM FLOOR SLOPE
lft.IN7ft
12" FLOOR
WITH #5
0 12" O/C BOTH WAYS
DOUBLE MAT
GRADESEAMS
WITH 6 #5 AND #3 HOOPS
® 12" O/C
8" WALL WITH #4s
12" O/C BOTH WAYS
12" FLOOR
WITH #5
012" O/C BOTH WAYS
DOUBLE MAT
GRADESEAMS
WITH 8 #5 AND #3 HOOPS
12"O/C
PILINGS BY OTHERS
SPA SECTION
Scale: nts
114' TAP CON BOLTS 3"
LONG @ (4) LOCATIONS PUMP
1W TAP CON BOLTS
114' TAP CON BOLTS
4" THICK CONCRETES 13
EQUIPMENT
ANCHORAGE DETAIL
� I
I
POOL
' I
i I
. I
PER 2014 NEC (680.26C "EQUIPOTENTIAL BONDING GRID"):
#B AWG WIRE Is" TO 24" HORIZONTALLY BEYOND THE
ABAESDCWG ROIOPPER BONDING JUMPER SHALL BE INSTALLED IN
AT LEAST FOUR (4) LOCATIONS AROUND PERIMETER OF THE POOL OR
SPA AND ATTACHED TO DECK STEEL WI APPROVED GROUND LUGS.
EQUIPOTENTIAL BONDING GRID
# 400 3/4" CLEVIS HANGERROD
#7 REBAR PIPE
4
SUPPORTS 4' O/C
--
----- — 2"PVC
3/8" THREADED STEEL ROD
#400 CLEVIS HANGERS
SIZE VARIES W/PIPE SIZE
RETURN LINE LOOP
V I., PVC
PIPING 4'-0" O/C MAX.
WALL SECTION PIPING
NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
MRI/PSP.7
INE TYPE
ISIZE
LOW GPM
PS
AIN DRAIN LINE
3"
130
5.9
ETURN LINE
12-1/2"1
130
1 8.5
HERAPY JETS
1 2-1IZ'
1 130
1 8.5
POOL SPECIFICATIONS
LENGTH
23 ft. 4 in.
WIDTH
11 ft. 8 in.
MIN. DEPTH
3 ft.
MAX. DEPTH
4 ft. 6 in.
AREA
228 s.f.
PERIMETER
70ft
INLETS
(2) 1-1/2" DIRECTIONAL INLETS
LIGHT(S)
(1) 12V 5G LED AMBER COLOR - PENTAIR
PUMP (1) INTELLIFLO VARIABLE SPEED 011018 - PENTAIR
FILTER
PENTAIR CARTRIDGE CCP320 S.F.
MAIN DRAINS
POOL (3) AQUASTAR CHANNEL
CONTROLLER
(1) EASYTOUCH - PENTAIR
CHLORINE GENERATOR INTELLICHLOR IC-20 - PENTAIR
FEATURE
COLOR VISION LED BUBBLER - PENTAIR
SPA SPECIFICATIONS
+flmIn,
ILIGHT(S) (1) 12V 5G LED AMBER COLOR - PENTAIR
% POOLDESIGN.NET
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
464.2.8.8 IR4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES'.
1) PLANS DESIGNED PER 2017 681 EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSIINSPI 5,
ANSI/APSP 7,ANSI/APSPACC 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 GRADE 60 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.
6) PIPINGALL 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.S.O
7) WATER S1'-PLY 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 IN F.B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 880.26(C)
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#.' 88449_I1 l' 1
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,�;iI&1ONA�
� �0,
B. M. AKERS
P.E. 68449
DETAILS
TITLE
LOT 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY A1A
FT, PIERCE FL.34949
Scale: 1/4" = V-0"
DATE 7/10/2019
PAGE 4 OF 5
I� I
PILE GROUT MIN. 5000 PSI @ 28
(13) 16"ROUND AUGER -CAST
12'FLOOR
WITH DOUBLE MAT
CONC. PILINGS 35 TON
ass®1Z'Q/C BOTHWAYS
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
3
(BY OTHERS)
I I
I I
I I 6 #
16" DIAM. 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
PILING&PADSECTION VIEW NTS
POOLDESIGNNET
r.
__J L__J
16" DIAM, AUGER CAST PILE
#5 BARS @ 12" C/C BOTH _
WAYS IN POOL FLOOR
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954)941-1124
info@swimming 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 Al ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2,17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 8th EDITION F, B. C. RESIDENTIAL
CHAPTERS 42 & 46 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 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.
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 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.B.C.
g) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 68026(C)
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B. M. AKERS
P.E. 68449
PILING PAGE
TITLE
LOT 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY A1A
FT. PIERCE FL.34949
Scale: 3/8" = V-0"
DATE 7/10/2019
PAGE 5 OF 5