HomeMy WebLinkAboutAPPROVED, engineer plans, surveyEXISTING 6'
WOOD FENCE
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SELF -CLOSING,
SELF -LATCHING
GATE
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EXISTING 6'
WOOD FENCE
16 ft
82 ft. PROPERTY LINE
-----+- ---------------------i -----------------------------1-
6' PUBLIC UTILITY EASEMENT
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49 ft. 18 ft.
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2104-0174
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5' DEEP I /
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5ft. /2/t 6� /"� WOOD FENCE
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POOL ALARMS ON
DOORS AND WINDOWS
LEADING TO POOL
AREA
72 ft. PROPERTY LINE
c
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15 ft. 9 in.
ELECTRIC METER
150 AMP
SELF -CLOSING,
SELF -LATCHING
GATE
ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE HOME TO THE POOL SHALL BE
EQUIPPED WITH AN EXIT ALARM COMPLYING WITH
UL 2017 THAT HAS A MINIMUM SOUND PRESSURE
RATING OF 85 DB A AT 10 FEET (3048 MM). ANY
DEACTIVATION SWITCH SHALL BE LOCATED AT
LEAST 54 INCHES (1372 MM) ABOVE THE
THRESHOLD OF THE ACCESS.
FENCE/GATES DESIGN TO BE IN COMPLIANCE WITH POOL SAFETY
BARRIER REQUIREMENTS FBC R4501.17
R4501.17.1 A
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS LESS THAN 45 INCHES THE HORIZONTAL MEMBERS SHALL BE
LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING
BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1 3/4 INCHES IN
WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL
MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 3/4
INCHES IN WIDTH.
R4501.17.1.5
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS 45 INCHES OR MORE, SPACING BETWEEN VERTICAL
MEMBERS SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE
DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE
CUTOUTS SHALL NOT EXCEED 1 3/4 INCHES IN WIDTH.
R4501.17.1.6
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4 INCH
SQUARE UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE
TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 1 3/4
INCHES.
R4501.17.1.7
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE
MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO
MORE THAN 13/4 INCHES.
NOTES :
IF WATER SOURCE IS A PRIVATE WELL- PRE -FILTER WATER TO FILL
POOL
ALL METALLIC ITEMS WITHIN 5'-0" OF WATER'S 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' 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. 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 POOL PIPING
SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE
ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIR
PRESSURE TEST OF NOT LESS THAN 35 PSI (241 KPA) FOR 15 MINUTES.
THIS IS NOT 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.E /R4101.6.1 ENTRAPMENT PROTECTION FOR SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2020 7th EDITION F.B.C. RESIDENTIAL CHAPTERS
42 & 45 and ANSI/NSPI 3, ANSI/NSPI5,
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 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) REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE 60
WITH A MINIMUM YIELD STRESS OF 60 KSI, REINFORCING BARS SHALL
BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM OIL, SCALE OR
RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL CONFORM TO ACI
318-89,
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.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2017 NEC
SECTION 680.26(C)
Digitally signed
by Bradley Akers
: cn— ra ey
...... Akers
QO \CENg' .f
o=PoolDesign.n
* : No. 68449
= et, ou,
J,p�O� /STA�TEtOP email=info@swi
F'51 °R°° �5 , mmingpoolplan.
' SIO `
''�r�A� com, c=US
Date: 2021.02.25
11:32:03-05'00'
B. M. AKERS
P.E. 68449
POOL AREA PLAN
TITLE
ORTON RESIDENCE
DESCRIPTION
2421 TAMARIND DRIVE
FT. PIERCE FL. 34949
Scale: 1 in = 20ft. Oin.
DATE 2/25/2021
PAGE 1 OF 4
POOLDESIGN.NET
18 ft.
/R I
R 2'-0"
14 ft. 1 in.
SKIMMER
5' DEEP 0
32CDFL
AQUASTAR
MAIN DRAIN
Wa911111:1U
HAYWARD W 400 1-1/2" CLEANING
FITTING W/COVER
INSTALLED 6" TO 12"
BELOW WATER LINE
= 5 ft.
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RESIDENCE
POOLDESIGN. NET
12V LED
3' DEEP
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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
GENERAL NOTES:
1) PLANS DESIGNED PER 2020 7th EDITION F.B.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 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) REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE 60
WITH A MINIMUM YIELD STRESS OF 60 KSI. REINFORCING BARS
SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM OIL,
SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL
CONFORM TO ACI 318-89.
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
REQUIREMENTS iN F.B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2017 NEC
SECTION 680.26(C)
Digitally signe
by Bradley Ake
_
DN: cn=Bradle
\,,,,,I���II,,,,,
,,��y MITC. EIIz
Akers
••��CENSF•'��
o=PoolDesign.
* ; No. 68449 ;
* = et, ou,
F<oRtoPemail=info@s
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mmingpoolplal
com, c=US
Date: 2021.02.
11:32:30 -05'00
B. M. AKERS
P.E. 68449
LAYOUT PLAN
TITLE
ORTON RESIDENCE
DESCRIPTION
2421 TAMARIND DRIVE
FT. PIERCE, FL. 34949
Scale: 1/4" = 1'-0"
DATE 2/25/2021
FGE 2 OF 4
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%CUUM LINE I
VDUIT FOR POOL LIGHT j
;KIMMER LINE
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2" POOL MAIN DRAIN LINE j
ZETURN LINES
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-TOWN SPACED
DR CLARITY
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:LECTRIC METER
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50 AMP I
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EXISTING 6'
WOOD FENCE
POOLDESIGNMET
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 2020 7th EDITION F.B.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 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) REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE 60
WITH A MINIMUM YIELD STRESS OF 60 KSI. REINFORCING BARS
SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM OIL,
SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL
CONFORM TO ACI 318-89.
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
REQUIREMENTS iN F.B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2017 NEC
SECTION 680.26(C)
Digitally signed
by Bradley Akers
MIT CHEZ
��`�.•���E'NS �9�F,,, Akers,
�-
*� o=PoolDesign.n
No. 68449
* t, o U,
STATE OF email=info@swi
`� mmingpoolplan.
IONAL���,,.
om, C=US
Date: 2021.02.25
11:32:50-05'00'
B. M. AKERS
P.E. 68449
PIPING PLAN
TITLE
ORTON RESIDENCE
DESCRIPTION
2421 TAMARIND DRIVE
FT. PIERCE, FL. 34949
Scale: 1/4" = 1'-0"
DATE 2/25/2021
PAGE 3 OF 4
XISTING G.F.I. "J��gpX 4' MIN.
MAIN u o (NOTE BELOW)
PANEL -- 3 #12 IN 1/2" DECK DETAIL
CONDUIT PAVER
CEMENT
DECK 8"
EDGE
Q0O1 0 3- #3 CONT.
IIIIIIIfIA—
GFIIIIIII IN 8" X 8" BEAM
' ��IIIIIII®IIIIIIICONTROLLER i #8 AWG SOLIDCOPPER BONDINGCOAT BOND CONNECTION
JUMPERW/APPROVED POTTING
- - �'- - - - -' LIGHT CORDCOMPOUND
- - - T(IN CONDUIT);12v TRANSFORMER - - ---------
CHLORINATOR -----------' GFI PUMP 12V UNDERWATER
BREAKERS UL APPROVED LIGHT
3#12IN1/2" _ /-
CONDUIT --- / • • 6" WALLS W/ #3 STEEL
#8 AWG INSULATED @ 12" O/C HORIZONTAL
COPPER & VERTICAL
WIRE EPDXY
COATED
220V
POOL PUMP
O/C BOOTH WAYS STEEL @ 12"
PUMP
MOTOR
1.65 HP
VARIABLE
SPEED JANDY
COMPLIES WITH PLASTER
FINISH
403.9 FBC & NEC ►�
430.32 6„
SA
ALL ELECTRICAL PER 2017 N.E.C.
POOL STEEL OVERLAP @ 48 TIMES DIAMETER
ALL EQUIPMENT TO ALL METALLIC ITEMS WITHIN 5'-0" OF WATERS EDGE OF POOL TO BE BONDED
BE INSTALLED PER WITH #8 SOLID INSULATED WIRE (UL listed) FROM POOL STEEL. ALL GROUND
MANUFACTURER WIRES CONNECTED
TO STEEL WITH BRASS GROUND LUGS...... G.F.I. OUTLET 10'
ANTI -
ENTRAPMENT
AQUASTAR Z
VGB LL
APPROVED Z
MAIN DRAIN Z J
32CDFL101
32" �.
POOU SPA
MAIN DRAIN DET,
'-EGEND:
RETURN LINE
ELEVATION
2-WAY VALVE
3-WAY VALVE
CHECK VALVE
fBUTTERFLY
VAL
SKIMMER
VALVE ACTUAT(
NTS
NOT TO SCALE
TRANSFORMER
"J" BOX 12" MIN. ABOVE
WATE LINE 5 IN.
28'-3"
4' MIN.
30" 12" 12"
0 o MAXIMUM FLOOR SLOPE
r c� 1 ft. IN 7 ft
N VGB APPROVED MAIN DRAIN GRATE p
SECURED IN PLACE SO TOOLS
ARE REQUIRED FOR REMOVAL
HYDROSTATIC VALVE WITH WELLPOINT 5'-O"
POOL SECTION
Scale: nts
GRAVEL SUMP o...... .�������
POOLDESIGN. NET
AQUASTAR MAIN
DRAIN 32CDFL101 -
316 GPM @ 3.9 FPS
FLOOR
INSTALLATION
'------------- -= BOND GRID
PER 2017 NEC (680.26C "EQUIPOTENTIAL BONDING GRID"):
#8 AWG BARE SOLID COPPER BONDING JUMPER SHALL BE
INSTALLED IN AT LEAST FOUR (4) LOCATIONS AROUND
PERIMETER OF THE POOL OR SPA AND CONNECT POOL STEEL
TO DECK STEEL OR BOND GRID WITH APPROVED LUGS.
L
STING 00
RALTEELENT
BENCH DETAIL
SET SKIMMER
PLUMB & LEVEL
6„
0
COPING
M
MIN. 3"
CONCRETE
COVER
#3 BARS TYP.
SKIMMER SECTION
18" MIN. LAP
POOL BEAM
(2) #3 BARS
00
MIN. 3" CONCRETE
COVER
6
SKIMMER PLAN VIE
1. TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO
RUN THE POOL FILTRATION PUMP ONLY DURING PEAK HOURS
2. POOL FILTRATION PIPING MUST BE SIZED SO THAT THE VELOCITY
DOES NOT EXCEED 8FPS IN THE RETURN LINE AND 6FPS IN THE
SUCTION LINE.
3. FILTER AREA BASED ON 6 HOUR TURN OVER FLOW RATE
4. FILTER PUMPS - A MIN. OF 4 PIPE DIAMETERS SHALL BE INSTALLED
BEFORE PUMP.
5. INLET FITTINGS SHALL BE DIRECTIONAL
6. PROVIDE A MIN. 18" 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.
0-1 w PUMP
3" L. 1/4" TAP CON BOLTS
@4 CORNERS
4" THICK CONCRETE SLAB
EQUIPMENT
ANCHORAGE DETAIL
ANSI/APSP-7
LINE TYPE
IZE
IFLOW (GPM)
IFPS
MAIN DRAIN LINE POOL
1 2-1/2"
1 80
5.23
RETURN LINE
1 2"
1 80
8.17
ANSI/APSP-15
-INE TYPE
v1AIN DRAIN LINE POOL
RETURN LINE
POOL SPECIFICATIONS
LENGTH
WIDTH
MIN. DEPTH
MAX. DEPTH
AREA
PERIMETER
GALLONS
INLETS
LIGHT(S)
PUMP
FILTER
MAIN DRAINS
SKIMMER
IZE IFLOW (GPM) IFPS
2-1/2" 26.7 1.75
2" 26.7 2.73
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
GENERAL NOTES:
1) PLANS DESIGNED PER 2020 7th EDITION F.B.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 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 318-11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/SHOTCRETE)
5) REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE
60 WITH A MINIMUM YIELD STRESS OF 60 KSI. REINFORCING BARS
SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM
OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL
CONFORM TO ACI 318-89,
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
REQUIREMENTS iN F.B.C.
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2017
NEC SECTION 680.26(C)
Digitally signed
by Bradley Akers
,•�``y MIT CHf��'�%,,,
,�o��
—
: cn— ra ey
Akers,
.•\C'E'NsF•
��. ••ems
o=PoolDesign.n
* ; No. 68449 ;
* =
et, ou,
.p. STATE OF : ��
f0
email=info@swi
`0Rj0
mmingpoolplan.
com, c=US
Date: 2021.02.25
11:33:14-05'00'
28 ft. 3 in.
B. M. AKERS
P.E. 68449
18 ft. 0 in.
3 ft. 0 in.
5 ft. 0 in.
DETAILS
385 S.f
TITLE
ORTON RESIDENCE
83 ft
11,500
DESCRIPTION
2421 TAMARIND DRIVE
FT. PIERCE, FL. 34949
WALL 1-1/2" DIRECTIONAL INLETS
(1) LED 12V - PENTAIR
(1) 1.65 JANDY VARIABLE SPEED
CARTRIDGE CS 200 - JANDY
DATE
2/25/2021
AQUASTAR 32CDFL101
1
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