BRB21-0949POOL BARRIER NOTES
OUTDOOR SWIMMING POOL BARRIER SHALL COMPLY WITH FBC 7TH EDITION 2020 SECTIONS R4501.17.1.1
THROUGH R4501.17.1.14. `
a
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE, MEASURED ON THE SIDE
OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE
` BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF
THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE
IS ABOVE GRADE, THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE.
WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE
BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 EXISTING 6' H
MM). EXISTING 6' H
CHAIN LINK FENCE 7 5 . 0 ' WOOD FENCE
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL
COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB
OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE
REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A
4—INCH—DIAMETER (102 MM) SPHERE.
f V .
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS ^°
EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN — — — — - — �u
THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES (1143 MM), 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 (44 MM) IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN r I I
VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN WIDTH. PROPOSED
lfi'-10" SWIMMING POOL ! 2'-3
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN
THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL ! I
MEMBERS SHALL NOT EXCEED 4 INCHES '(102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN 31
VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN WIDTH. -
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4 INCH SQUARE (57 MM) UNLESS THE FENCE i9
IS PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE z i O -
THAN 1-3/4 INCHES (44 MM). N M! 1 °
X U NO ADDITIONAL DECK TO BE EXISTING RESIDENCE
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE INSTALLED UNDER THE ; #7720
DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-3/4 INCHES (44 MM). SCOPE OF THIS PERMIT i FFE _ +14.0' NGVD I
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF -CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS =- j
OF SECTIONS R4501.17.1.1 THROUGH R4501.17.1.7 AND SHALL BE EQUIPPED WITH A SELF -LATCHING LOCKING I
DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN _
54 INCHES 13 M ( 72 M) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAYBE LOCATED
ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE
TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE
SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL HAVE
NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE
MECHANISM. PROPOSED ELECTRIC I
POOL EQUIPMENT METER
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: N -
36" TALL 1 __ ..
SHRUBBERY SCREEN N s'
1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE AROUND
EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE EQUIPMENT r
RATING OF 85 DBA AT 10 FEET (3048 MM). ANY DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 I i
INCHES (1372 MM) ABOVE THE THRESHOLD OF THE ACCESS. SEPARATE ALARMS ARE NOT REQUIRED FOR �" �"`"w w
EACH DOOR OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT " — X — " — X — " —4— x w
ANY OPENING. EXCEPTIONS: EXISTING 6' H WATER
EXISTING 6' H
A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES (1219 MM) OR CHAIN LINK FENCE WOOD FENCE METER
MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL.
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C. SCREENED OR PROTECTED PASS -THROUGH KITCHEN WINDOWS 42 INCHES (1067 MM) OR HIGHER
WITH A COUNTER BENEATH.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A
SELF —CLOSING, SELF -LATCHING DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A
MINIMUM OF 54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY
HAVING JURISDICTION.
SITE PLAN
nDcKI eoCe rep rl 11 eTInKl Al
ALLOWABLEMAXIMUM • •
1'.
.1
MAX. IMPERVIOUS AREA ALLOWED (SF1
4f202
%
71 ..'.f
f
168
_ • 1 SF ® 1 SF
••'• r •39.68%
•. .••
•
COPINGSPACE
r,
6,350
NO ADDITIONAL DECK TO BE
INSTALLED UNDER THE
60.4S%
SCOPE OF THIS PERMIT
...
• . • •
GUESTIONS•
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••••• • •w• • •••• •
LEGAL DESCRIPTION
LOT: 15 AND THE NORTH % OF LOT 14
BLOCK: 3
SUBDIVISION: LARKIN PINES
PLAT BOOK: 24
PAGE: 20
COUNTY: MIAMI-DADE
FOLIO/PARCEL: 09-4036-027-0280
CONTRACTOR TO SECURE AND
PROTECT ALL MATERIAL
BROUGHT ON SITE.
CONTRACTOR TO RESTORE ALL
AREAS IMPACTED BY
PROPOSED WORK TO EXISTING
CONDITION OR BETTER.
VIYJ I nv%t 1 IVIY lnnLr% l'1nL 1
;MAIN AND TO BE PROTECT
TH 6' WOOD 04S BURIED
WITH ATTACHED V%6"X6"
;WIMMING POOL ALARM THAT, WHEN PLACED IN A POOL, SOUNDS AN
4RM UPON DETECTION OF AN ACCIDENTAL OR UNAUTHORIZED ENTRANT
'O THE WATER. SUCH POOL ALARM MUST MEET AND BE INDEPENDENTLY
ITIFIED TO ASTM STANDARD F2208, TITLED "STANDARD SAFETY
'CIFICATION FOR RESIDENTIAL POOL ALARMS;' WHICH INCLUDES SURFAC
)TION, PRESSURE, SONAR, LASER, AND INFRARED ALARMS. FOR PURPOSES
IS PARAGRAPH, THE TERM "SWIMMING POOL ALARM" DOES NOT INCLUD
Y SWIMMING PROTECTION ALARM DEVICE DESIGNED FOR INDIVIDUAL U.1
C'I-I AS AN Ai ARM ATTArwl: 1 TC) A rwil n THAT 4Znl IKIM IA/4JRN TWi: ('wn I
POOL CONTRACTOR
7-70
Eli-
TURLE'S
POOL
CPC052527 8785 SW 129 TERRACE 3 0 5. 2 5 2. 0 0 1 6
RAYMOND TUTTLE MIAMI, FL 33176
SHEET
INDEX
SITE PLAN
SP1.0
LAYOUT PLAN
SP2.0
PLUMBING PLAN
SP3.0
STRUCTURAL PLAN
SP4.0
ELECTRICAL PLAN
SP5.0
PLOT
. ,ATE 29 September
2021
POOL BARRIER NOTES
OUTDOOR SWIMMING POOL BARRIER SHALL COMPLY WITH FBC 7TH EDITION 2020 SECTIONS R4501.17.1.1
THROUGH R4501.17.1.14.
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE, MEASURED ON THE SIDE
OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE
BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF
THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE
IS ABOVE GRADE, THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE.
WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE
BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102
MM).
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL
COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB
OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE
REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A
4-INCH-DIAMETER (102 MM) SPHERE.
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS
EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
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 (1143 MM), 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 (44 MM) IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN
VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN WIDTH.
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN
THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL
MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN
VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN WIDTH.
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4 INCH SQUARE (57 MM) 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 (44 MM).
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE
DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-3/4 INCHES (44 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF -CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS
OF SECTIONS R4501.17.1.1 THROUGH R4501.17.1.7 AND SHALL BE EQUIPPED WITH A SELF -LATCHING LOCKING
DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN
54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED
ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE
TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE
SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL HAVE
NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE
MECHANISM.
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY:
1. 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 DBA AT 10 FEET (3048 MM). ANY DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54
INCHES (1372 MM) ABOVE THE THRESHOLD OF THE ACCESS. SEPARATE ALARMS ARE NOT REQUIRED FOR
EACH DOOR OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT
ANY OPENING. EXCEPTIONS:
A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES (1219 MM) OR
MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL.
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C. SCREENED OR PROTECTED PASS -THROUGH KITCHEN WINDOWS 42 INCHES (1067 MM) OR HIGHER
WITH A COUNTER BENEATH.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A
SELF -CLOSING, SELF -LATCHING DEVICE WITH POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A
MINIMUM OF 54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY
HAVING JURISDICTION.
SITE PLAN
OLIESTIONS?
• • •
•
t
CONCERNS?
- ..
•
• • .
•• •
I
Q
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• 4,
•
•
-
LEGAL DESCRIPTION
'•"•
' "'•'
LOT: 15 AND THE NORTH y OF LOT 14
BLOCK: 3
SUBDIVISION: LARKIN PINES
PLAT BOOK: 24
PAGE: 20
COUNTY: MIAMI-DADE
I
FOLIO/PARCEL: 09-4036-027-0280
-
i
W
1 I
W
I
i
I
I
P
_ to
I
P
CONTRACTOR TO SECURE AND
�
PROTECT ALL MATERIAL
BROUGHT ON SITE.
f
CONTRACTOR TO RESTORE ALL
I
3
AREAS IMPACTED BY
PROPOSED WORK TO EXISTING
1
I
CONDITION OR BETTER.
a
NOTE: ALL TREES IN THE
CONSTRUCTION AREA ARE TO
REMAIN AND TO BE PROTECTED
WITH 6' WOOD 4X4S BURIED 24"
WITH ATTACHED 6"X6"X6"
METAL WIRE MESHING
THOUGHOUT CONSTRUCTION
FLOATING BOUY ALARM / BARRIER NOTES
A SWIMMING POOL ALARM THAT, WHEN PLACED IN A POOL, SOUNDS AN
ALARM UPON DETECTION OF AN ACCIDENTALOR UNAUTHORIZED ENTRANCE
INTO THE WATER. SUCH POOL ALARM MUST MEET AND BE INDEPENDENTLY
CERTIFIED TO ASTM STANDARD F2208, TITLED"STANDARD SAFETY
SPECIFICATION FOR RESIDENTIAL POOL ALARMS," WHICH INCLUDES SURFACE
MOTION, PRESSURE, SONAR, LASER, AND INFRARED ALARMS. FOR PURPOSES OF.
THIS PARAGRAPH, THE TERM "SWIMMING POOL ALARM" DOES NOT INCLUDE
ANY SWIMMING PROTECTION ALARM DEVICE DESIGNED FOR INDIVIDUAL USE,
SUCH AS AN ALARM ATTACHED TO A CHILD THAT SOUNDS WHEN THE CHILD. `
EXCEEDS A CERTAIN DISTANCE OR BECOMES SUBMERGED IN WATER.
I
OPEN AREA CALCULATION
Ai
360 SF
10,505 SF
NEW POOL 346 SF 1,997 SF
TOTAL LOT AREA [SF) 10,505
TOTAL
(BELOW GRADE) EXIST. DECK EXIST.
IOUSE
EXISTING IMPERVIOUS AREA (SF) 3,697
.
<
`
SHEET
INDEX
EXISTING OPEN AREA (SF) 6,808
�.
SITE PLAN
SP1.0
EXISTING OPEN AREA PERCENTAGE 64.8%
360
F
LAYOUT PLAN
P2.0
NEW SWIMMING POOL (SF) (BELOW GRADE)
i
PLUMBING PLAN
SP3.0
NEW POOL DECK &EQUIP. SLAB (SF) 1,100
i
STRUCTURAL PLAN
SP4.0
r SUBTOTAL NEW IMPERVIOUS AREA 1,460
i
ELECTRICAL PLAN
SP5.0
PROPOSED TOTAL IMPERVIOUS AREA 5,157
,
f
5,348 SF
1,091
SF 9
F 17 SF
1,18 SF
Mimi
PROPOSED TOTAL OPEN AREA 5,348
OPEN/GREEN
NEW DECK NEW EQUIP. EXIST. SLAB
EXIST.
SPACE
SLAB
DRIVEWAY/
WALKWAY
TOTAL PROPOSED OPEN AREA PERCENTAGE 50.9%
9 September
PLOT DATE -
2021 ® o
RATING OF 85 DBA AT 10 FEET (3048 MM). ANY DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54
INCHES (1372 MM) ABOVE THE THRESHOLD OF THE ACCESS. SEPARATE ALARMS ARE NOT REQUIRED FOR — w w w w w-0
EACH DOOR OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT "� X — X — "— — "T
ANY OPENING. EXCEPTIONS: EXISTING & H WATER
EXISTING 6 H A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES (1219 MM) OR CHAIN LINK FENCE WOOD FENCE METER
MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL.
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C SCRE i
ENED OR PROTECTED PASS —THROUGH KITCHEN WINDOWS 42 INCHES (1067 MM) OR HIGHER i
WITH A COUNTER BENEATH:
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A I s
SELF —CLOSING, SELF —LATCHING DEVICEWITH -POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A:
MINIMUM OF 54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY'
HAVING JURISDICTION.
SITE PLAN
3/32"=1'-0"
I. SWIMMING POOL WAS DESIGNED ACCORDING TO ANSI/NSPI-8 AND ANSI/NSPI-5
2. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN
EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL
SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY,
POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS
PRIOR TO CONSTRUCTION.
3. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT
EXISTINGS STRUCTURES FROM FAILURE BY SHEATHING AND/OR SHORING, OR OTHER
METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE
SAFETY OF EXISTING STRUCTURES.
4. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE, MINIMUM
CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL
REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO POOL'S WATER EDGE.
S. DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS.
6. CONTRACTOR TO FOLLOW FLOATATION ANALYSIS AS INDICATED.
7. CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS AND CONDITIONS AT THE JOB SITE
AND REPORT ANY INCONSISTENCIES TO THE ENGINEER, IF ANY CHANGES ARE REQUIRED;
OTHERWISE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES
AND ANY REQUIRED REVISION TO THE.PLANS.
POOL DATA CHART
MAXIMUM WIDTH (FT) 12'-0
MAXIMUM LENGTH (FT) 30'-0"
SHALLOW END (FT) 3'-6"
DEEP END (FT) 5'-6"
AREA (SF) 360
PERIMETER (LF) 84'-0"
VOLUME (GAL) 12,118
TURNOVER RATE (HR) 6 HR
... .
.
.
. .
.
. .
. .
.
.
.
.
.....
....
.
.....
.
...
. ....
.
-
...
•••
low
0
POOL GENERAL NOTES
so ••• •A••
1.
SWIMMING POOL WAS DESIGNED ACCORDING TO ANSI/NSPI-8 AND ANSI/NSPI-5
. . . ® ••
.
2.
THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN
.. .
i / • •
EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL
SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR
•
-
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY,
',.
•••• •
POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS
0 0
f000
PRIOR TO CONSTRUCTION.
3.
IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT
EXISTINGS STRUCTURES FROM FAILURE BY SHEATHING AND/OR SHORING, OR OTHER
'
METHODS AS REQUIRED THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE
30.
10,, BEAM FOR
SAFETY OF EXISTING STRUCTURES.
2
-�
e
4.
CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE, MINIMUM
WIDENED COPING
M
v
CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL
I
REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO POOL'S WATER EDGE.
BENCH
-^
I
5.
DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS.
iv
I
6.
CONTRACTOR TO FOLLOW FLOATATION ANALYSIS AS INDICATED. -
7.
CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS AND CONDITIONS AT THE JOB SITE
f
AND REPORT ANY INCONSISTENCIES TO THE ENGINEER, IF ANY CHANGES ARE REQUIRED;
{
OTHERWISE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES ,
AND ANY REQUIRED REVISION TO THE PLANS.
5'-6" DEEP
3'-6" DEEP
POOL DATA CHART
-
N(CHELESS
MAXIMUM WIDTH (FT) 12'-0"
_
LED LIGHT
N
- BENCH
(TYP. OF 41
P
'
,
W/P G.F.I. SHALL BE
MAXIMUM LENGTH (FT) 30'-0•
I FROM 6' TO 20' AWAY
FROM FOOL
SHALLOW END (FT) 3,_6.,
2
�t
-
30'
F
DEEP END (FT) 5-6"
I
AREA (SF] 360
PERIMETER (LF) 84'-0"
•
e
VOLUME (GAL) 12,118
DECK BY OTHERS
UNDER SEPARATE PERMIT
TURNOVER RATE (HR) 6 HR
xP
WOO
000
79448 %
ft *o
Z*
8T T� OF t�I:
40000 .10
......
�i� ALE
� .r� � x �. =sa ,� ,_
�°
.
POOL
INSTALL VACUUM BREAKERh
EQUIP
ON EXISTING HOSE BIBB.
4
CONTRACTOR TO CONFIRM
LOCATION ON SITE
• / J
POOL LAYOUT
PLAN
1/41=1.
�r
e � a
1
PLOT DATE - 27 July 2021
s ® i
•• ••• •• •
• •
• • • • •
• • • • ® ® Y •
..•• •
• •
COPING � ADUSTABLE LID
WEIR CONCRETE
zm e l�
a
{
k
POOL WALL -
( t
BASKET MIN. r .�
75 SO. IN.) SKIMMER INLET
2" SUCTION LINE';
2" PLUGxr;:
SKIMMER DETAIL
NTS
2-1/2" SUCTION
PIPING
4' MIN.
ANTIVORTEX MAIN
1-1/2" HYDROSTATIC RELIEF
VALVE. IF REO'D, ONE AT
N POOL MAIN DRAIN
PUMP
MAIN DRAIN DETAIL
° WATER LINE
d a
PIPE SIZING SUCTION PIPING
1.5 INCH @ 10 FPS = 55 GPM 1.5 INCH @ 8 FPS = 44 GPM
2.0 INCH @ 10 FPS = 98 GPM 2.0 INCH @ 8 FPS = 78 GPM
2.5 INCH @ 10 FPS =152 GPM 2.5 INCH @ 8 FPS =122 GPM
PUMP RATING 1/2 3/4 1.0 1.5 2.0 2.5 3.0
PUMP CAPACITY (GPM) 30 47 55 75 102 126 150
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AVON
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ISECTION
§%6,
A
it
Ale
30'
3
„
o
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io
SECTION
6„
B
i
-St
MAX
1.7
#3 BARS @ 9"
w
#3 BARS @ g„
C/C, EACH WAY
C/C, EACH WAY
SECTION A
P
1/4 =1
b"
r
STRUCTURAL NOTES:
SOIL STATEMENT
1. ALL FLOOR & WALLS TO BE PNEUMATICALLY APPLIED CONC.
BASED UPON VISUAL INSPECTION OF THE SITE, SOIL
p
WITH A MIM. 28 DAY COMPRESSIVE 3,000 P.S.I.
CONDITIONS, LIMESTONE AND SAND, APPEAR ADEQUATE FOR
12
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2. ALL REINF. STEEL TO CONFIRM TO A.S.T.M. A615 GRADE 60 AND
THE DESIGN BEARING LOAD OF 2,000 PSF. AFTER EXCAVATION,
p"
2'
2� p
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SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI.
THE SITE SHALL BE INSPECTED TO DETERMINE THAT THE
0 4439
3. ALL REINFORCING SPLICES SHALL BE AT LEAST 18" IN LENGTH
PREVIOUSLY ASSUMED CONDITIONS EXIST THROUGHOUT THE
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UNLESS OTHERWISE NOTED ON THESE PLANS.
EXCAVATION OR THAT EXPOSED CONDITIONS ARE ADEQUATE
-
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4. MAINTAIN MIN. 3" CLEAR COVER FROM STEEL TO SOIL SIDE.
FOR THE PROPOSED SWIMMING POOL BEARING. A SIGNED
:� . 8T T
: ��
OF s
AND SEALED LETTER WILL BE PROVIDED TO THE BUILDING
6„
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* . A* t- •
OFFICIAL STATING THAT THE SOIL BEARING CONDITIONS ARE
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AS ASSUMED OR VISUALLY DETERMINED FROM THE
•
EXCAVATION TO BE ADEQUATE FOR THE DESIGN BEARING.
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#3 BARS @ 9"
_
#3 BARS @ g„
C/C, EACH WAY
`°
C/C, EACH WAY
SECTION
HYDROSTATIC UPLIFT ANALYSIS
i
WATER LEVEL (NGVD) 13.0
• - •
HYDROSTATIC VALVE IS OPTIONAL.
DEPTH OF POOL (FT) 5.5
MINIMUM 6" SLAB REQUIRED.
PER FBC R4501.21.4 IN AREAS OF ANTICIPATED
POOL BOTTOM ELEV. (NGVD) 7.5
WATER TABLE, AN APPROVED HYDROSTATIC
RELIEF DEVICE SHALL BE INSTALLED.
FLOOD CRITERIA (NGVD) 6.0
WARNING: TO EMPTY POOL AFTER
CONSTRUCTION FOR ANY REASON, THE
UPLIFT 0
HYDROSTATIC UPLIFT PRESSURES BENEATH THE
POOL MUST BE ELIMINATED TO PREVENT THE
POOL FROM FLOATING UPWARD. OWNER MUST
CONSULT A POOL CONTRACTOR EXPERIENCED
IN ELIMINATING UPLIFT PRESSURES.
:ITY OF SOU1 H MIAM_
• -
BUILDING DEPT.
STRUCTURAL SECTION
BY:
AM
PLOT DATE - 27 July 2021
s
-
-
00
• • •
NOTE: PRIOR TO ELECTRICAL ROUGH, ELECTRICAL CONTRACTOR
SHALL SUBMIT A REVISION TO THIS DRAWING SHOWING EXISTING
SERVICE WITH ADDITIONAL LOADS, CALCULATIONS, AND EXPECTED
AS BUILT CONFIGURATION, IF DIFFERENT FROM THIS DRAWING.
W/P G.F.I. SHALL BE FROM 6' TO
ELECTRICAL CONTRACTOR TO VERIFY ON FIELD CAPACITY AND
20' AWAY FROM POOL:
CONDITIONS OF EXISTING SERVICE, REPORTING TO THE ENGINEER
SEE SP2.0 FOR LOCATION.
ANY INCONSISTENCY AND/OR THE NECESSITY TO REPLACE ANY
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EXISTING ELECTRICAL COMPONENTS.
EXISTING
2 #12 THWN
2 #14 THWN
125A
1 #12 GND.
1 #12 GND:
I- 2P GFCI 20A
PANEL
IN 1/2" C.
IN 1/2" C.
1-1P 15A
1- 2P 50A
2 #8 THWN
TRANSFORMER
TO PANEL'MDP'
1 #10 GND.
50A
IN 112" C.
DISC.
3 #12 THWN
PANEL AND SERVICE HAVE SUFFICIENT
CAPACITY FOR ADDITIONAL LOADS EXISTING
IN 1/2" C.
(3) #4 THWN
(1) #6 GND
JUNCTION
IN 11/4" C.
o
BOX (TYP.)
SALT
CHLORINATOR
•
TO CONNECT TO 3HP POOL (4) 20W
130K BTU LOAD SIDE OF POOL RECIRCULATION NICHELESS
HEAT PUMP PUMP TIMER PUMP LED LIGHTS
ELECTRICAL SCHEMATIC
:. 4
O
- POOL EQUIPMENT
.ELECTRICAL _
_
0„MI
-
LOAD CALCULATION
JUNCTION
1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C.
BOX
NOTE: POOL GROUND WIRE PER
2020, 7TH EDITION AND ARTICLE 680 N.E.C. 2017 EDITION. ALL BOND WIRES
(4) NICHELESS LIGHTS 80 W
NEC 680.25.
SHALL BE PROTECTED WITH APPROVED MATERIAL: THE CONTRACTOR SHALL
GRADE
=
. . • °
INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND
WATER LEVEL
. •..
APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE
COPING
FBCRECIRCULATION PUMP 3,680 W
E360ON
CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A
AN EQUIPMENT GROUNDING CONDUCTOR AS DESCRIBED
NDI
TRANSFORMER BOX IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN
z
;
IN SECTION E3908 SHALL BE RUN WITH THE SUPPLY
ADDITION TO ALL METAL DOORS, WINDOWS, SREENED ENCLOSURES, OR
POOL WALL
SALT CHLORINATOR 300 W CONDUCTORS AND CONNECTED TO THE BUILDING OR
OTHER ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE
STRUCTURE DISCONNECTING MEANS AND TO THE
POOL WATERS EDGE SHALL ALSO BE GROUNDED.
GROUNDING ELECTRODE(S). THE EQUIPMENT GROUNDING
2. POOL EQUIPMENT TO BE GROUNDED TO COMMON BONDING GRID
` - •
HEAT PUMP 6,700 W CONDUCTOR SHALL BE USED FOR GROUNDING OR BONDING
CONSISTING OF 1 #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL
( )
-1 PVC COND, TO
OF EQUIPMENT STRUCTURES OR FRAMES REQUIRED TO BE
PERIMETER.
JUNC . BOX
GROUNDED OR BONDED. THEEQUIPMENT GROUNDING
- SUBTOTAL 10,760 W
3. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK
CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH SECTION
REINFORCING, POOL EQUIPMENT, AND PUMP MOTOR CASING, PER NEC
1-1/2" PVC PIPE
E3908.12. ANY INSTALLED GROUNDED CONDUCTOR SHALL
680.25.
MIN.16"
TOTAL DEMAND 10,760 / 240 NOT BE CONNECTED TO THE EQUIPMENT GROUNDING
4. PROVIDE GROUND WIRE SYSTEMS LOOP WITH #8 COOPER WIRE FOR THE
CONDUCTOR OR TO THE GROUNDING ELECTRODE(S).
POOL DECK WIRE MESH AND STRUCTURAL STEEL.
[ 2 5 0 . 3 2 ( B) AND TABLE 2 5 0 . 1 2 2 ]
TOTAL DEMAND 44.8A
5. ALL WIRING SHALL BE COPPER THWN
6. POOL PUMP REQUIRES OVERLOAD PROTECTION PER NEC 430.32
NICHELESS
LIGHT DETAIL
7. COMPLY WITH FBC E403:12 AND NEC 430.32
NTS
TUUCI S/S
HANDRAILS O UMBRELLA MOUNT
EQUIPOTENTIAL BONDING
DIVING
ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C. 2020 BOARDS DECK : DRAINS
EDITION AND ARTICLE 680 N.E.C. 2017 EDITION. JUNCTION LADDERS
BOXES (G) FORMING
THIS GRID SHALL FOLLOW THE CONTOUR OF THE POOL AND EXTEND UNDER SHELLS
PAVED WALKING AREAS AT LEAST 3 FEET HORIZONTALLY FROM THE INSIDE
EDGE OF THE POOL.
1 STR C
U TURAL REINFORCING STEEL WHERE REINFORCING RODS ARE BONDED
s,
TOGETHER BY THE USUAL STEEL TIE WIRES.
WATER
Y
2. THE WALL OF A BOLTED OR WELDED METAL POOL
CIRCULATING
FENCE METAL DOOR
- #8 BARE SOLID COPPER CONDUCTOR BONDED WITH APPROVED
EQUIPMENT
METAL FRAMES, <5'
POOL DECK • •
CONNECTIONS
FROM WATER EDGE
- THE GRID SHALL FOLLOW THE CONTOUR OF A POOL IN A 12"x 12" PATERN
BOND WIRE TO BE SECURED TO DECK STEEL WITH
BONDED AT ALL POINTS OF CROSSING
o
POOL COVER MOTOR
APPROVED CLAMP. TO BE ENCASED IN DECK SLAB OR
- THE GRID SHALL BE SECURED WITHIN OR UNDER THE POOL AND DECK MEDIA
-
CONCRETE BOX PROVIDING MIN: 3" OF OF COVER AROUND
NOTE: ALL METAL PARTS SHALL BE BONDED AS PER N.E.C. 680.26 B BONDING
�)
GROUND WATER
BAR HEATER
FIXED METAL, <=
5' FROM WATER
CLAMP
GRIDS ARE NOT REQUIRED:
EDGE
- UNDER NON -PAVED WALKING AREAS
- UNDER WOOD OR OTHER NON-CONDUCTIVE DECKING
-WHERE FENCES OR OTHER BARRIERS PREVENT ONE FROM STANDING ON THE
COMMON
BONDING
GRID
POOL BOND SCHEMATIC '
GROUND TOUCHING THE WATER WITHIN THE POOL
NTS
NTS
PLOT DATE - 27 July 2021