HomeMy WebLinkAboutSite PlansPOOL GATES
SELF -CLOSING AND
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on
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
454.2.8.8 /R4101.8.1 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,ANSI/APSP/ICC 115
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING B 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.C.131a-i 1. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF $,000
PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNTE/
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.P: 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.
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.
D EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680,28(C)
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SITE PLAN
TITLE
LOT 9 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4500 N. HWY Al
FT. PIERCE FL.34949
Scale: 1 in = 20ft. Oin,
DATE 1/21/2020
PAGE 1 OF 5
/
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18 ft. 10i,, 3ft.6in.
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SUN SHELF
22 4 in.
3-0" DEEP
6 ft. 4 in. 1 ft. 1 ft.
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+23.5 NAVID DOil
+24 NAVD
POOLDESIGN. NET
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PROVIDE i_ NC
AROUND OI
ABOVE ECG IP
36" HIGH C OT
@24'OC 11N
LENT +61' MIN.
File 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
454,2,8,8 /R4101.6.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
4542, 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,ANSI/APSPIICC 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,GI 318-11. 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 . 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 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 680.26(C)
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NO 68449\t*
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P.E. 68449
LAYOUT PLAN
TITLE
LOT 9 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4500N. HWYA1A
FT. PIERCE, FL.34949
Scale: 1/4" = 1'-0"
AATE
1/21l2020
PAGE 2 OF 5
5' SUN SHELF W/
FOUNTAINSUBBLER
+23.5 NAVD
+24 NAVD
/
/
/
(4) 1-1/7DIRECTIONAL
INLETS
NOTE: LIGHTS MUST BE
AMBER COLOR
AQUASTAR
32CDFLXXx VGB APPROVED —�
MAIN DRAINS
4'-G' DEEP
SUN SHELF I I I MAXIMUM FLOOR SLOPE
ft. IN aft
HAYWARD W 4001-1/2"CLEANING
FITTING W/COVER
INSTALLED e" TO 12"
I BELOW WATER LINE
i 3'-0" DEEP
SKIMMER
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PIPIrRESSURE
POOLGUARD ALARMS IN
+ ALL BE PVC SCHEDULE 40 MINIMUM AND POOL & SPA
ALL PIPING AND MAIN DRAIN PIPING
MUSSSURE TESTED PRIOR TO GUNITE
DE 5 PIPE DIAMETERS CLEAR LENGTH BEFORE PUMPS ON SUCTION SIDE
. ALL VALVES AND PIPES
3 TO BE INSTALLED 18" MIN BELOW GRADE AND TRENCHES TO BE BACKFILLED W/
ISAND
WATER: IF POOL IS TO BE FILLED WITH WELL WATER PROVIDE
LTER WHEN FILLING POOL
NF,T
PIPI ( IS SHOWN
SPA ED FOR CLARITY
CONI CT SPA AIR LINE
TO Cl-I THERAPY JET
21
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1-1
PROVIDE LANDSC,
AROUND POOL E(
ABOVE EQUIP
36" HIGH CROTON
@ 24" O.C. MIN
RETURN LINE
JL. MAIN DRAIN LINE
MAIN DRAIN LINE
AIR
JETS LINE
GHT CONDUIT
LIGHT CONDUIT
d MER LINE
UUM LINE
LIGHT CONDUIT
BUBBLER FOUNTAIN LINE
FAIN LIGHT CONDUIT
BARRIER
PMENT +6" MIN.
vile
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
454.2.8.8 /R4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 20178th EDITION F, 8. C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/I00 15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROSE
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.C.I 318-11. 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.0 POOL EQUIPMENT TO APPLY
TO F.B,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 IN F, B.C.
7) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 880.28(Q)
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P.E. 68449
PIPING PLAN
TITLE
LOT 9 VENETIAN ADMINISTRATION LL
DESCRIPTION
4500 N. HWY A1A
FT. PIERCE FL.34949
Scale: 1/4" = V-0"
DATE
1/21/2020
PAGE 3 OF 5
P
G.F.I. v"BOX 4'MIN.
na (NOTE BELOW) n
LECTRIC 3#121N 112" DECK BY OTHERS 10"
PANEL CONDUIT� ;l ,
--------------------------
CONTROLLER
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CHLORINATOR', PILING POOL
I�I#B AWGINSULATED COPPER/3#8 HHN I'�++' 'I I WIRE EPDXY COATED SEE PILING PLAN
& 1 #101N 1 ON — T;.-.--..-.-J :----.-.--..� I
12+TRANSFORMER `...... --- .... --""--"-----P`'
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LIGHT CORD
OAT BOND CONNECTION
GFI PUMP I IN CONDUIT)
W/APPROVED POTTING COMPOUND
BREAKERS
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UL APPROVED LIGHT
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COPPER
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RON L VERTICAL
4 5A 220V COATED
PLASTFINISHER
PUMP POOL PUMP
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COMPLIES WITH
WITH #5
3HP VS 403.9 FBC
@ 12' O/C BOTH WAYS
`n
ALL ELECTRI
AL PER PENTAIR
DOUBLE T
2014 N.E.C.
16A
ALL EQUIPMENT
TO BE INSTALLED PER
MANUFACTURER
SPECIFICATIONS
ALL METALLIC
ITEMS WITHIN 8'-0" OF WATER'S EDGE OF POOL TO BE BONDED WITH
POOL 'STEEL OVERLAP 48 TIMES DIAMETER
#8 SOLID INSULATED
WIRE (UL listed) FROM POOL STEEL. ALL GROUND WIRES
STRUCTURAL DETAIL
CONNI
TO STEEL WITH BRASS GROUND LUGS...... G.F.I. OUTLET 10' MIN. AND 20'
MAX. FROM
POOL
Aak 3 HP PENTAIR 1-1/2 H.P. AIR
VS PUMP BLOWER
MINAS CLEAR FILTER
FOR UTURE LU w
SOLAR N O
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Provide min.
IC40 CELL 4 times pipe
diam. clear
straight length
TE: WATERB ND FITTING TO BE
LOW WATER NE AT ALL TIMES
ATEBOND U z
FITTING PB2008 CHECK z_
1, VALVE 5d 1 z
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STEELINTO
POOL FLOOR
TYR
POOL SECTION
Scale: nts
VGB APPROVED MAIN DRAIN GRATE
SECURED IN PLACE SO TOOLS
ARE REQUIRED FOR REMOVAL
MAXIMUM FLOOR SLOPE
1 ft. IN 7ft
12" FLOOR
WITH #5
12" O/C BOTH WAYS
DOUBLE MAT GRADEBEAMS
WITH 6 #5 AND #3 HOOPS
@ 12" O/C
LEGEND:
G- RETURN LINE
.0 -ELEVATION
QX
-2-WAY VALVE
3-WAY VALVE
CHECK VALVE
BUTTERFLY VALVE
SKIMMER
•1�J,-, - VALVE ACTUATOR
NT3 • NOT TO SCALE
ANTI -ENTRAPMENT
1. TIME SWITCH M UST BE INSTALLED TO ALLOW POOL
OWNERS TO RUN THE POOL FILTRATION
PUMP ONLY DURING PEAK HOURS
z AQUASTAR
2CDFL101
2. POOL FILTRATION PIPING MUST BE SIZED SO THAT
THE VELOCITY DOES NOT EXCEED 8FPS IN THE
9 FPS
RETURN LINE AND 6FPS IN THE SUCTION LINE.
LATION
M
3. FILTER AREA BASED ON 6 HOUR TURN OVER
4. FILTER PUMPS -A MIN. OF 4 PIPE DIAMETER$ SHALL
BE INSTALLED BEFORE PUMP.
$, INLET FITTINGS SHALL BE DIRECTIONAL.
,....- 32' --g
S. PROVIDE A MIN. 18" OF HORIZONTAL OR VERTICAL
POOL/ SPA
PIPE BETWEEN FILTER AND HEATER OR OEDIOATED
SUCTION AND RETURN LINES SHALL BE INSTALLED TO
MAIN DRAIN DETAIL
ALLOWFORFUTURE ADDITION OFSOLAIR HEATING
8" WALL WITH #4s @
12" O/C BOTH WAYS
12" FLOOR
WITH #5
0 12" O/C BOTH WAYS
DOUBLE MAT
PILINGS BY OTHERS
SPA SECTION
Scale: nts
14' TAP CON BOLTS 3"
LONG 6 (4) LOCATIONS
114' TAP CON BOLTS
1/4" TAP CON BOLTS
4" THICK CONCRETE SLAB
ANCHORAGE DETAIL
201011
HOOPS
PER 2014 NEC (680.280 "EQUIPOTENTIAL BONDING GRID'): #"
WIRE BURIED IN SAND 6" DOWN & is TO 24" HORIZONTAL
BEYOND THE INSIDE WALLS OF POOL.
98 AWG BARE SOLID COPPER BONDING JUMPER SHALL49
INSTALLED IN AT LEAST FOUR (4) LOCATIONS AROUND PERIMETEF
OF THE POOL OR SPA.
# 400 3/4" CLEVIS HANGERROO
I
#7 REBAR PIPE
�—SUPPORTS 4' O/C
- 2"PVC
3/8" THREADED STEEL ROD
#4SIZE VARIES W/PIPE S1ZE
RETURN LINE LOOP
00 CLEVIS HANGERS
—1" PVC
UP RT PIPING 4'4" O/C MAX.
ANSIIAPSP-7
IN TYPE
2E LOW (GPM)
FPS
IN RAIN LINE
3" 130
5.8
T L
NE
2-1/2"
1
8.5
THERAPYJETS
2-1/2" I7
4
4ft. 6in.
258 e.f.
68 ft
LIGHT(S) (1) 12V 5 ED AMBER COLOR - PENTAIR
PU P (1) INTELLIFLO VARIME SPEED 011018- PENTAIR
-MAN
u�IV 1 rtr��crt ) 1) QnQ 7 1 vV�n - rcly I r,lrt
CHLORINE GENERATOR TELLICHLOR IC-20 - PENTAIR
FEATURE COLOR AISION LED BUBBLER - PENTAIR
DRAINS
12V
POOLDESIGN,NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
1nfo@lswimmingpool plan, com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 464.2
INCLUDING BUT NOT LIMITED TO
454.2.0 8 /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 & 46 and ANSI/NSPI 3, ANSIINSPI 5,
ANSUAPSP 7 ANSIIAPSP/ICC 15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING & TESTING INC. REPORT DATED AUGUST 2Sth,
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 AAJ 318.11, 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,$ 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.C.
8) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER c"PPLY OR WATER DISPOSAL SYSTEM AND SHALT.
MEET ALL REQUIREMENTS IN F.B.C.
7) EQUIPOTENTAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 880.2e(C)
5
NO 684Iro
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°° FS . 4 OR 1 �.
B. M. AKERS
P.E. 68449
DETAILS
TITLE
LOT 9 VENETIAN ADMINISTRATION LLI
DESCRIPTION
4500 N. HWY Al
FT. PIERCE FL.34949
Scale: 114" = V-0"
DATE 3/9/2020
PAGE 4 OF 5 -
AMBER COLOR - PENTAIR
File Coiw
I
12" FLOOR
WITH DOUBLE MAT
N59 17 O/C BOTH WAYS
3 ft. I
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16" DIAM. AU ER _
CAST PILE
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PILE GROUT MIN. 5000 PSI @ 28 DAY
(12) 16" ROUND AUGER -CAST
CONC. PILINGS 35 TON
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
(BY OTHERS)
iv
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PROVIDE BONO TUBE T®
EXTEND PILE ABOVE GRADE
I TO POOL SLAB ELEVAT15N
ALL PILES TYP,
#3.8" X 8" HOOPS @ 4" O/C
TOP OF PILE
AND10" O/C @ BALANCE
16" DIAM. AUGER CAST PILE
#5 BARS. G I Z' C/C BOTH _
WAYS IN POOL FLOOR
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6 ft. 5 In.
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.E S /R4101 8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES'.
1) PLANS DESIGNED PER 20178th EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSI/NSPI 3, ANSI/NSPI 5, '..
ANSIIAPSP 7,ANSI/APSP/1CC 15
2)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING & TESTING INC. REPORT DATED AUGUST 29th,
2019. 15 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 1 318-11. 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.SF: PW SEAL OF
APPROVAL AND SHALL BE SCHEDULE 40 P.VO.MIN. POOL
PIPING TO COMPLY WITH F.BO 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)
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D. M. AKERS
P.E. 68"9
PILING PAGE
TITLE
LOT 9 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4500 N. HWY A1A
FT. PIERCE FL.34949
Scale: 3/8" = 1'-0"
DATE 1/21/2020
r
PAGE 5 OF 5