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38" RAIL
7 ft. 8
BY SEPARATE PERMIT \
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in.
33 ft. 8 In.
POOL GATES
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ft
In �POOL EQUIPMENT
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LOT 7
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POOLGLIARD ALARMS
IN POOL & SPA
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UNE
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REVIEWED FOR
BAR
COMPLIANCE
CODE
ST. LUCIE COUNTY
BOCC
POOLDESIGN.NET
File Copy
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/R4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES',
1) PLANS DESIGNED PER 20178th EDITION RBA.RESIDENTIAL
CHAPTERS 42 & 46 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC'15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING&TESONG INC. REPORT DATED AUGUST 29M,
2019 IS ATTACHED, ALL RECOMMENDATIONS FOR SITE
PREPARATION SHALL BE FOLLOWED PER SOIL REPORT, IF
CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT.
3) ALL CONCRETE SHALL CONFORM TO AQ 1318-11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,G00
PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE!
SHOTCRETE)
4) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A.T.S.M.45. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS,
5) 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.SA C. POOL EQUIPMENT TO APPLY
TO F.B.C.
6) 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.
7) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680.28(C)
11111/1°°
M ANo I�F
68449
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11eN�%%
S. M. AKERS
F.E. 68449
SITE PLAN
TITLE
LOT 7 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4446 N. HWYAIA
FT. P RCE. FL.34949
Scale 1 in = 201t. OIn.
DATE 1 /21 /2020
PAGE 1 OF 5
NOTES:
IF WATER SOURCE IS A PRIVATE WELL- PRE -FILTER WATER TO FILL
SPA
ALL METALLIC ITEMS WITHIN 5-0" OF WATER'S EDGE OF SPA 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' MIN. AND 20' MAX. FROM SPA
IF ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE AROUND POOL
OR PROPERTY
GATES 1'D BE SELF CLOSING AND SELF LATCHING
PROVIDE DOOR AND WINDOW ALARMS AS REQUIRED
STEEL OVERLAP C 48 TIMES DIAMETER I
ESTABLISH THE LOCATION OF ALL UTILITIES AT SPA CONSTRU¢TION
SITE AND HOLD MINIMUM CLEARANCE
DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENOYY.
ALLOW MIN. 10 HORIZONTAL CLEARANCE
FROM OVERHEAD ELECTRIC LINES TO SPA WATER.
DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES
AND BE POSITIVELY SLOPED FOR
DRAINAGE
BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TOASSU
E 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 BEARIN
FOR THE DECK
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESS
RE PIPING AND MAIN DRAINPIPING MUST BE
PRESSURE TESTED PRIOR TO GUNITE (CONCRETE)
THIS IS NOT A DIVING POOL.
SWIMMING POOL FILL HOSE TO BE EQUIPPED WITH VACUUM BRED
KER
PROVIDE MIN. 42" BARRIER
BY OTHERS
PER PERMIT #1901-0540
LOT 7
POOLDESIGNNET
4�
3"Q• pjc
rw
1 ft. 6
Sit.
C
POOL DIMENSIONS
TAKEN AT WATERLINE
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
4542se /R4101,8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES,
1) PLANS DESIGNED PER 2017 eth EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSVAPSP 7,ANSIIAPSP/ICC 15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING & TESTING INC. REPORT DATED AUGUST 20th,
2019. IS ATTACHED. ALL RECOMMENDATIONS FOR SITE
PREPARATION SHALL BE FOLLOWED PER SOIL REPORT. IF
CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT.
3) ALL CONCRETE SHALL CONFORM TO AO1318-11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/
SHOTCRETE)
4) 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.
5) 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 TOCOMPLYWITH F.B.C. POOL EQUIPMENT TO APPLY
TO FS C.
8) 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 iNF.BO.
7) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 880.28(C)
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P.IE. 68449
LAYOUT PLAN
TITLE
LOT 7 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4446 N. HWY A1A
FT. PIERCE FL34949
Scale: 1/4" = V-0"
DATE 1/21/2020
PAGE 2 OF 5
Y SUN SHELF W/
SKIMMER
I
I I
I
'BUBBLER FOUNTAIN LINE I
=OUNTAINLIGHTCONDUIT— 0 •—•—•+•-----------•-----•—•---'
2" SKIMMER LINEG—
POOL LIGHT CONDUIT '---
�•_h_.—._._._._,._._._._._._._._._._._._._._._._._._.
2"VACUUM LINE
POOL LIGHT CONDUIT --•—• ------------------------------------------------
3" POOL MAIN DRAIN LINE
3" SPA MAIN DRAIN LINE 3
SPA LIGHT CONDUIT 0—•_._.----------- _._................ ................
2-1/2" RETURN LINE—��-------- ----- -------- --------------------------------------------------
�F POOL EQUIPMENT
LOCATION
TOP OF POOL
EQUIPMENT SLAB TO
BE INSTALLED AT
BASEFLOOD
ELEVATION+1'
(1 B.4 NA VD)
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND
ALL PRESSURE PIPING AND MAIN DRAIN PIPINGe
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 BACKFILLED W/
CLEAN SAND
WELL WATER: IF POOL IS TO BE FILLED WITH WELL WATER PROVIDE
PREFILTER WHEN FILLING POOL
POOLDESIGN NET
PIPING IS SHOWN
SPACED FOR CLARITY
CONNECT SPA AIR LINE
TO EACH THERAPY JET
--'F STEP
NOTE: LIGHTS MUST BE
3A, pEEP AMBER COLOR
AQUASTAR
32CDFUoo( VGB APPROVED
MAIN DRAINS I
MAXIMUM FLOOR SLOPE '
i R.IN3tt (4) 1-1/2" DIRECTIONAL
INLETS
HAYWARD W 4001-1/2" CLEANING
FITTING WICOVER
INSTALLED 6" TO 12"
BELOW WATER LINE 12V LED LIGHT
A Iw
R R
- --A --- r------------------------------------ ------
I I I
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-----------------------------------
I I
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-._._._--._.—.—._.—.—._._._._._._._._._._._._._._.�
POOL ALARMS ON DOORS AND WINDOWS LEADING TO POOL
AREA
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
454.2.6.8 IR4101.6.1 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 ANSWER 3, ANSUNSPI 5,
ANSUAPSP 7,ANSI/APSPACC 15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING& TESTING INC. REPORT DATED AUGUST 29th,
2019. IS ATTACHED. ALL RECOMMENDATIONS FOR SITE
PREPARATION SHALL BE FOLLOWED PER SOIL REPORT. IF
CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT,
3) ALL CONCRETE SHALL CONFORM TO A,0.1318.11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/
SHOTCRETE)
4) 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.
5) 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.0
6) 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.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680.28(C)
, 1
Afill.
t 0
I
*.• No 68449
00.
®✓�
0RtQ.
B. M. AKERS
P.E. 68449
PIPING PLAN
TITLE
LOT 7 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4446 N. HWYAIA
FT. PIERCE FL.34949
Scale: 1/4" = V-0"
DATE 1/21/2020
PAGE 3 OF 5
PANEL
G.F.1.
3 #121N
CONTROLLER
CHLORINATOR -L
GFI PUMP
BREAKERS
3 #121N 112"
CONDUIT
C22TO
1.5HP
AIR BLOWER
j 4.5A
"Jl BOX 4'MIN.
Ell
DECK BY OTHERS
1
#8 AWG INSULATED COPPER _
WIRE EPDXY COATED
I LIGHT CORD _f
(IN CONDUIT)
i_.._.._.._.. _..
I F #8 AWG INSULATED
COPPER
WIRE EPDXY
220V COATED
PUMP POOL PUMP
ROTOR
COMPLIES WITH
PILING POOL
SEE PILING PLAN
BOND CONNECTION
PROVED POTTING COMPOUND
12V UNDERWATER
ILL APPROVED LIGHT
12"O/C
- & VERTICAL
_ PLASTER
FINISH
12" FLOOR
3HP VS 403.9 FBC iz" o/c BorH WAYS
ALL ELECTRICAL PER PENTAIR r DOUBL T
2014 N.E.C. 16A
ALL EQUIPMENT TO BE INSTALLED PER
MANUFACTURER SPECIFICATIONS
ALL METALLIC ITEMS WITHIN 54" OF WATERS EDGE OF POOL TO BE BONDED WITH POOL STEEL OVERLAP @ 46 TIMES DIAMETER
#8 SOLID INSULATED WIRE (UL listed) FROM POOL STEEL, ALL GROUND WIRES STRUCTURAL DETAIL
CONNECTED TO STEEL WITH BRASS GROUND LUGS ...... G.F.L OUTLET 10' MIN. AND 20'
MAX. FROM POOL,
3HP PENTAIR 1-1/2 H.P.
VS PUMP RI nWF
MIN. CLEAR '� (
FORR FILTER
SOLFUTURE ��\\\\\\\\l
AR
Provide min.
IC40 CELL 4 times pipe
diam. clear
straight length
NOTE: WATERBOND FITTING TO BE G
BELOW WATERLINE AT ALL TIMES
ATER BOND
a
FITTING P62008
CHECK
z
�.
VALVE
4
Z
2.1/2" SPA
2-112" POOL RETURN
JETS
z
�r
U
Willi•��
LJ LBENI) PILING
STEEL INTO
POOL FLOOR
TYP,
POOL SECTION
Scale: nts
POOLDESIGNNET
24-8"
b 14,-UP
=� VGB APPROVED MAIN DRAIN GRATE
N SECURED IN PLACE SO TOOLS —
ARE REQUIRED FOR REMOVAL
MAXIMUM FLOOR SLOPE
1 ft. IN 7ft
1 12" FLOOR
WITH R5
0 12" 0/6 BOTH WAYS
I DOUBLE MAT
8
z
0
z
2
LEGEND:
OR -RETURN LINE
-ELEVATION
2-WAY VALVE
3-WAY VALVE
- CHECK VALVE
® -BUTTERFLY VALVE
p@�y✓q -SKIMMER
1� - VALVE ACTUATOR
NTS - NOT TO SCALE
AIR BLOWER TO BE
INSTALLED ABOVE
WATERLINE
GRADE BEAMS
WITH 8 #5 AND #3 HOOPS
@ 12" O/C
-ENTRAPMENT
1. TIME SWITCH MUST BE INSTALLED TO ALLOW POOL
OWNERS TO RUN THE POOL FILTRATION
PUMP ONLY DURING PEAK HOURS
Z AQUASTAR
2. POOL FILTRATION PIPING MUST BE SIZED SO THAT
MAIN DRAIN 32CDFL101
THE VELOCITY DOES NOT EXCEED SFPS IN THE
316GPM"39FPSRETURN
LINE AND SFPS IN THE SUCTION LINE.
jjF
LOORINSTALLATION
3. FILTER AREA BASED ON S HOUR TURN OVER
4. FILTER PUMPS -A MIN. OF 4 PIPE DIAMETERS SHALL
BE INSTALLED BEFORE PUMP.
5. INLET FITTINGS SHALL BE DIRECTIONAL.
� 32 -♦'
POOL/ SPA
MAIN DRAIN DETAIL
8" WALL WITH #4s
12" 0/0 BOTH WAYS
SPA SECTION
Scale: nts
S. PROVIDE A MIN. I In' OF HORIZONTAL OR VERTICAL
PIPE BETWEEN FILTER AND HEATER OR DEDICATED
SUCTION AND RETURN LINES SHALL BE INSTALLED TO
ALLOW FOR FUTURE ADDITION OF SOLAR HEATING
EQUIPMENT.
12" FLOOR /
WITH #5 _
@ 12" O/C BOTH WAYS
DOUBLE MAT
GRADEBEAMS
WITH 8 #5 AND #3 HOOPS
012" O/C
PILINGS
114' TAP CON BOLTS 3" _
LONG (4) LOCATIONS
'AP CON BOLTS -
114" TAP CON BOLTS-
4" THICK CONCRETE SLAB
ANCHORAGE DETAIL
l � I
i POOL i
;
PER 20141NEC (880.260 "EQUIPOTENTIAL BONDING GRID"):
0 AWG WIREg 18" TO 24" HORIZONTALLY BEYOND THE
#B AWO BARE SOL 0 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
PUMP
# 400 3/4" CLEVIS HANGERROD
#7 REBAR PIPE
'4 SUPPORTS 4O/C
318" THREADED STEEL ROD
#400 CLEVIS HANGERS
SIZE VARIES W/PIPE SIZE
RETURN LINE LOOP
1" PVC
UPPORT PIPING 4'4" O/C MAX.
WALL SECTION PIPING
NTS
I_1L11-•311I
ONE TYPE
^IZE
LOW (GPM) PS
MAIN DRAIN LINE
1 3"
1_ 130 5.9
LINE.���130
ETURN LINE.
2.1/2ETURN
8.58.5
HERAPYJ
2-1/2.
130
S/APSP- NE TYPE
ISI E
PLOW (GPM)
PS
AIN DRAIN ENE O L
3
1.83
PET LINE
36
2,36
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,Z a /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.8,C. RESIDENTIAL
CHAPTERS 42 & 45 And ANSI/NSPI 3, ANSI/NSPI 51
ANSI/APSP 7,ANSUAPSP/ICC 15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE j
ENGINEERING & TESTING INC. REPORT DATED AUGUST 29th,
2019. IS ATTACHED, ALL RECOMMENDATIONS FOR SITE
PREPARATION SHALL BE FOLLOWED PER SOIL REPORT. IF
CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT,
3) ALL CONCRETE SHALL CONFORM TO A.OI 31S41. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI FOR PNEUMATICALLY' PLACED CONCRETE (GUNREI
SHOTCRETE)
4) 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,
5) PIPING! ALL POOL PIPING SHALL BEAR THE N.&.F,-PW SEAL OF
APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL
PIPING TO COMPLY WITH IF.B.0 . POOL EQUIPMENT TO APPLY
TO F.B.C.
6) WATER SUPPLYAND 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.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680, 26(C)
i
I
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S� T opoi
rGNO
68449
�\�
0'• S)F,TE OF tV¢:
'ONA11111111111111
8. M. AKERS
P.E. 68449
DETAILS
TITLE
LOT 7 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4446 N. HWYAlA
FT. PIERCE FL.34949
Scale: 1/4" = V-0"
DATE 1/21/2020
PAGE 4 OF 5
POOLDESIGNNET
PILE GROUT MIN. 5000 PSI 0 28 DK
12"FLOOR
(13) 16"ROUND AUGER -CAST
WITH DOUBLE MAT
CONIC. PILINGS 35TON
#5sQ12"O/C BOTH WAYS
COMPRESSION CAPACITY
INSTALLED TO 39 BGL OR
REFUSAL
3ft,
(BY OTHERS)
111 8 # SIB) —
I
16" DIAM. AUGER
1 CAST PILE
PROVIDE SONO TUBE TO
EXTEND PILE ABOVE GRADE
TO POOL SLAB ELEVATION
ALL PILES TYP.
1113-8" X 8" HOOPS @ V O/C
0 TOP OF PILE
AND 10" O/C @ BALANCE
PILING&PADSECTION VIEW NTS
LOT 7
1S" DIAM. AUGER CAST P
#5 BARS Q 12" C/C BOTH
WAYS IN POOL FLOOR
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
45418.6 fR4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454,2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES
1) PLANS DESIGNED PER 20178th EDITION Fa C. RESIDENTIAL
CHAPTERS 42& 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC IS
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.CJ 31&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.SF-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.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680.26(C)
` ee
C'EN8F •, eee
No 68449 \
o'• OF :�
9: s1rTE
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.eeee�� A,C 0 R
""If
S /O N A„�
8. M. AKERS
P.E. 68449
PILING PAGE
TITLE
LOT 7 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4446 N. HWY A1A
FT. PIERCE FL.34949
Scale: 3/8" = 1'-0"
DATE 1/21/2020
PAGE 5 OF 5