HomeMy WebLinkAboutPLANS43 ft. 11 in.
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39 ft. 8 in. (A
POOLDESIGACNET
437 ft. 0 in. PROPERTY LINE
424 ft. 5 in. PROPERTY LINE
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POOL EQUIPMENT
LOCATION
fn
7
I"107- a722
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info@swtmmingpoolplan,com
CERTIFICATE OF AUTHORIZATION N,
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454,2.66/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 TANSIIAPSPIICC 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 ANC 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.1318-11.
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 , 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.C. POOL
EQUIPMENT TO APPLY TO F.B.O.
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)
S
By
St. LUCleColmty
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S. M. AKERS
P.E. 68449
SITE PLAN
TITLE
LOT 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4410 N. HWY Al
FT PIERCE..3 949
Scale: 1 in = 30ft. Oin.
DATE 7/10/2019
PAGE 1 OF 5
_-M�
aft L
l
TOP OF POOL
EQUIPMENT SLAB TO
BE INSTALLED AT
BASE FLOOD
ELEVATION +1'
POOL
PROVIDE MIN, 42" BARRIER
BY OTHERS
PER PERMIT #1901-0540
5' SUN SHELF W/
TOP OF POOL EL23,5'
+0"
DIMENSIONS TAKEN @ WATERLINE
-24"
• I 1_
Ozz
10 IN
IN
300
SLOPE POOL DECK 1/8" PER 1'
AWAY FROM POOL
12V LED LIGHT
IIII
4
LOT 1
511. 3 in.
PROVIDE MIN. 42"BARRIER
BY OTHERS
ro F PER PERMIT #1901-0540
c
a
C
RE IEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
NOTES:
IF WATER SOURCE IS A PRIVATE WELL- PREFILTER WATER TO FILL POOL
ALL METALLIC ITEMS WITHIN 6-0" OF WATERS EDGE OF POOL TO BE BONDED
WITH #S SOLID INSULATED WIRE (u.I. listed) FROM POOL STEEL. ALL GROUND
WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS ,,....G, RI. OUTLET 1U
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 0 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. 10' 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
•
r-
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
454.2.15.E IR4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 Bth EDITION F.B.C. RESIDENTIAL
CHAPTERS 42845 and ANSVNSPI 3, ANSUNSPI S,
ANSI/APSP 7,ANSIIAPSPIICC 15
THE SITE MUST HAVE UNDISTURBED SAND, ROCK SAND
AND ROCK, WITH A MINIMUM SEARING VALUE OF 1500 PSR
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.CJ 31&11.
CONCRETE SHALL HAVE MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BAR$ OR NEW BILLET STEEL CONFORMING I 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 P.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 REQUIREMENTS IN F.B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 580.28(C)
�
rP�.It
66449
KO t
:Ium
:"O ; QF :4
1 STrTE
B. M. AKERS
P.E. 68449
LAYOUT PLAN
TITLE
LOT 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4410 N. HWY Al
FT. PIERCE FL.34949
Scale: 1/4" = l'-0"
DATE 7/10/2019
PAGE 2 OF 5
4,
Ib
f�
PIPING NOTES
ALL PIPING TO BE PVC SCHEDULE 4, .,IINIMUM
AND ALL PRESSURE PIPING AND MAIN DRAIN e>�
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 0 WATER SUPPLY
WELL WATER: IF POOL IS TO BE FILLED WITH WELL WATER
PROVIDE PREFILTER WHEN FILLING POOL
AUTOFILL SENSOR IS IN i
TROUGH AND WATER IS i
MAIN DRAIN -
r
CRITICAL: PROVIDE PLUMB AND
ACCURATE LEVEL WATER LINE FOR
I NEGATIVE EDGE �p
+D AJc
MAIN DRAIN
ADDED TO POOL PIPING IS SHOWN j IF SUN SHELF W/
FOUNTAINBUSSLER
POOL EQUIPMENT
LOCATION
TOP OF POOL
EQUIPMENT SLAB TO
BE INSTALLED AT
BASE FLOOD
ELEVATION+1'
(16.4 NAVD)
1-1/2'
0 1 FOUNTAIN
POOL
3" POOL P
2" ED
2" TROUG
_ 3" SPA P
61-':HIM
SPACED FOR CLARITY j ✓
j — --- —'8 NOTE: LIGHTS MUST BE
CONNECT SPA AIR LINE j I AMBER COLOR
OVERFLOW LINE
TO EACH THERAPY JET
12V LED LIG
i 3fL I
'
I
I j
LEVEL CONDUIT ------------ IE3 `A I
"AUTOFILLLINE n -_ - :
JIT—o-•---•-•---•-•-•I I
NE G
—
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NE 3I i
NE
NE
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NR_-0 ---- -- -- -- ----- — I
JIT—o------------------------- I --------------------------------------- ;....................
NE9------------------------------------ '--------- ------------------------------------------------
❑ CONCRETE DECK BY REVIEWED FOR
OTHERS CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
LEGEND:
RETURN LINE
-ELEVATION
- 2-WAY VALVE
- 3-WAY VALVE
CHECK VALVE
(� • BUTTERFLY VALVE
SKIMMER
- VALVE ACTUATOR
NTS NOT TO SCALE
MIN. 18" CLEAR
FOR FUTURE
SOLAR
IC40 CELL
NOTE: WATERSOND FITTING TO BE
BELOW WATERLINE AT ALL TIMES
rFTBOND
FITTING P82008
2-ItZ' POOL RETURN
1-If2" BUBBLER
FILTER PAD DETAIL
FILTER
3 HP PENTAIR 1-1/2 H.P. AIR
VS PUMP BLOWER
I
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0
O
K
a
CHECK
VALVE
Provide min.
4 times pipe
diam. clear
straight length
a
y
CHECK z
VALVE a4
2-1Y7' SPA z
JETS
i7
LY
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z
v
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9
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0
w
PENTAIR
1-1/2 H.P.V.S.
EDGE PUMP
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a
a
_ 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
454.28.8 /R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
464.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 20178M EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 8 45 and ANSIINSPI 3, ANSYNSPI 5,
ANSVAPSP 7,ANSUAPSP/ICC 15
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 S17E AND DEPTH. IF CONDMONS 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 318-11,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3.000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITEGHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A.T.S,M: 15. STEEL SHALL BE SENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C.I. 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.C. POOL EQUIPMENT TO
APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL 8E 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 680.28(C)
P
tf
0 884491
•
0
� * t •ij
Z. STATE Of 4:•�:,�
'4b,F8 *-.OR I'D •�?�.�' .
.-
B. M. AKERS
P.E. 68449
PIPING PLAN
TITLE
LOT 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4410 N. HWY A1A
FT. PIERCE, FL.34949
Scale: 114" = V-0"
DATE
7/10/2019
PAGE 3 OF 5
G.F.I. °VA 4' MIN.
MOTE BELOW) Q
]ERIC 3#12INIQ" DECK BY OTHERS
_ DGNDUrt
i
caN1RaLIeR I � I �
HLORINATOR • i I
9#BTHHN I I #B AWG INSULATED COPPER
S 1 #10IN 1"CON. WIRE EPDXY COATED
it ,
HEAT . • _h 1 I •_
PUMP 12vTRANSFORMER �.......................... •____._ 1_
GFI PUMP UGHT CORD
BREAKERS (IN CONDUfI)
3#121N la .—.. _.._
CONDUIT I �••_.. _.. _.. _..
220V I
MOTOR, If #8 AWG INSULATED
COPPER
1.511P WIRE EPDXY
AIR BLOWER PPOOL PUMP COATED
45A MOTOR
3HP VS COMPLIES WITH
ALL ELECTRICAL PER PENTAIR 403.9 FBC
2014 N.E.C. 16A
ALL EQUIPMENT TO BE INSTALLED PER
MANUFACTURER SPECIFICATIONS
ALL METALLIC ITEMS WITHIN 5L0" OF WATERS EDGE OF POOL TO BE BONDED WITH
#8 SOLID INSULATED WIRE (UL Wed) FROM POOL STEEL. ALL GROUND WIRES
CONNECTED TO STEEL WITH BRASS GROUND LUGS...... G.F.I. OUTLET 10' MIN. AND 20'
CONCRETE 10"
DECK
BYOTH RS-
EXPANSION #4s ®8"
JOINT O/C BOTH WAYS
(SEALED DOUBLE MAT
GRADE BEAMS
WITH B#5 AND#3 HOOPS
® 12"O/C
12'FLOOR
WITH #5
6 12' O/C BOTH WAYS
DOUBLE MAT
NEGATIVE EDGE SECTION
Scale. nts
f a t
L—J I BEND PILING
L STEEL INTO
POOLFLOOR
TYR
POOL SECTION
Scale: nts
PILINGS BY OTHERS
23'-4"
APPROVED MAIN DRAIN GRATE
SECURED IN PLACE SO TOOLS —
ARE REQUIRED FOR REMOVAL
MAXIMUM FLOOR SLOPE
1R. IN 7R
J 12" FLOOR
WITH #5
12" O/C BOTH WAYS
DOUBLE MAT
PILING POOL
SEE PILING PLAN
-ROVED POTTING COMPOUND
12V UNDERWATER
UL APPROVED LIGHT
IW WALLS
WITH #4S ®12" O/C
HORIZONTAL S VERTICAL
PLASTER
FINISH
2" FLOOR
WRH #5
'^ DOUBLE
BOTH WRVS
LE MAT
POOL STEEL OVERLAP @ 48 TIMES DIAMETER
STRUCTURAL DETAIL
0"
2 ft.
7'SENSOR
SLEEVE
2'OVERFLOW
TO STORM
c,
iv
r i"CONDUTTTO
LEVOLOR
BREAKAWAY
W ALL S FOUNDATION
BY OTHERS
PER PERM7
.10"
GRADEBEAMS
WITH 8 #5 AND #3 HOOPS
® 12"O/C
ANTI -ENTRAPMENT
1. TIME SWITCH MUST BE INSTALLED TO ALLOW POOL
OWNERS TO RUN THE POOL FILTRATION
PUMP ONLY DURING PEAK HOURS
z AQUASTAR
DRAIN 32COFL101
2, POOL FILTRATION PIPING MUST BE SIZED SO THAT
oMAIN
-318 GPM 03.9 FPS
THE VELOCITY DOES NOT EXCEED BFPS IN THE
Z FLOOR INSTALLATION
RETURN LINE AND 6FPS IN THE SUCTION LINE.
f
3. FILTER AREA BASED ON S HOUR TURN OVER
4. FILTER PUMPS • A MIN, OF PIPE DIAMETERS SHALL
BE INSTALLED BEFORE PUMP.
5. INLET FITTINGS SHALL BE DIRECTIONAL.
S. PROVIDE A MIN. 18" OF HORIZONTAL OR VERTICAL
POOUSPA
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" V
17,
1/4' TAP CON BOLTS 3"
LONG4) LOCATIONS
1/4" AP CON BOLTS
1/4" TAP CON BOLTS
4" THICK CONCRETE SLAB
ANCHORAGE DETAIL
PUMP
_ i I
i POOL
i
i
I
PER 2014 NEC 1660.26C "EQUIPOTENTIAL BONDING GRID"):
#B AWO WIRE 18" TO 24" HORIZONTALLY BEYOND THE
INSIDE WALLS OF POOL.
Be AWG 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 WI APPROVED GROUND LUGS.
EQUIPOTENTIAL BONDING GRID
400 3/4" CLEVIS HANGERROO
#7 REBAR PIPE
--- SUPPORTS 4' O/C
—2" PVC
3/8" THREADED STEEL ROD
#400 CLEVIS HANGERS
SIZE VARIES W/PIPE SIZE
RETURN LINE LOOP
1" PVC
4'-C' O/C MAX
WALL SECTION PIPING
NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ANSI/APSP-1 1 ETYPE 1112E
LOW (GPM PS
AIN DRAIN INE POOL 3" 38 1.83
ETURN LINE 2-12" 38 .35
POOL SPECIFICATIONS
LENGTH
23 ft. 4 in.
WIDTH
11 ft. 8 in,
MIN. DEPTH
3 ft. 0 in.
MAX. DEPTH
4 ft. 6 in.
AREA
228 s.f.
PERIMETER
70 e
INLETS
PUMP
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954)941-1124
info@svvimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 IR4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2, 17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
1) PUNS DESIGNED PER 2017 80 EDITION Re.C. RESIDENTIAL
CHAPTERS 42845 am! ANSI/NSPI 3, ANSI/NSPI 5,
ANSUAPSP 7,ANSIIAPSPACC 15
D THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND AND
ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF.
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 31 Si t. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
FOR PNEUMATICALLY PLACED CONCRETE (GUNITFI
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,
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 n '-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.
5) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION SW.28(C)
88449
S�r.7E OF
(2) 1-1/2" DIRECTIONAL INLETS V - O R I ID �:•� tti ���
(1) 12V 5G LED AMBER COLOR - PENTAIR �S;N...
� EN
(1) INTELLIFLO VARIABLE SPEED 011018 - PENTAIR e. M. gKERs
PENTAIR CARTRIDGE CCP320 S.F. P.E. 68"9
DRAINS POOL (3) AQUASTAR CHANNEL DETAILS
ROLLER (1) EASYTOUCH - PENTAIR
RINE GENERATOR INTELLICHLOR IC-20 -PENTAIR TITLE
JRE COLOR VISION LED BUBBLER - PENTAIR LOT 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
PECIFICATIONS 4410 N. HWY A1A
VI
Scale: 114" = V-0"
POOLDESIGN NET
Z
7/10/2019
4OF5
PILE GROUT MIN. 5000 PSI @ 26
17FLOOR
(13) 16"ROUND AUGER -CAST
WITH DOUBLE MAT
CONC. PILINGS 35TON
#5s@12"O/C BOTH WAYS
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
31t,
(BY OTHERS)
I I
I I
I
..I I
16" DIAM. AUGER _
CAST PILE
PROVIDE SONG TUBE TO
EXTEND PILE ABOVE GRADE
TO POOL SLAB ELEVATION
ALL PILES TIP.
#3-8" X 8" HOOPS 0 8" O/C
LENGTH OF PILE
PILING&PADSECTION VIEW NTS
POOLDESIGNNET
E
L__J L_ —J
16" DIAM. AUGER CAST PILE
#5 BARS @ 1T C/C BOTH _
WAYS IN POOL FLOOR
PILING PAD PLAN VIEW NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE/�COUNTY
BOCC
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
454.2.6.61R4101.8.1 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 E 45 and ANSVNSPI 3, AN$I/NSPI 5,
ANSVAPSP ],ANSI/APSP/ICC 15
THE SITE MUST HAVE UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSR
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.
$) 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 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 1 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4410 N. HWY A1A
FT, PIERCE FL.34949
Scale: 3/8" = 1'-0"
DATE 7/10/2019
PAGE 5 OF 5
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