EL-15-240Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
urc�
BY:
FBC 201p
BUILDING Master Permit No�� '" t J - 2M
PERMIT APPLICATION Sub Permit No. E�-- IS -2- q G
❑BUILDING [A ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
[-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: J --.> i "�4-L�z& L01 J
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#: ( '- � � ��i7j__ 009C)
Is the Building Historically Designated: Yes
NO i
Occupancy Type: Load:
Construction Type:
Flood Zone: BFE:
FFE:
OWNER: Name (Fee Simple Titleholder):
�� CJ`s
7.4ts'vPhone#:
Address:
s+
City: &Wk D�t4-T_"')zz-S
Tenant/Lessee Name:
Email: c
CONTRACTOR: Company Name:
Address: 9-; > \-7
City:
State:
State:
hone#:
Phone#:
-31�
Qualifier Name: Phone#:
State Certification or Registration #: Uig 4-1 !F�% Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#: -3 C35--� 1
Address: City: 1 a litA 1 State Zip: ")
Value of Work for this Permit: $Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
r j
Description of Work:
13 6'75
Specify color of color thru tile:
Submittal Fee
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised02/24/2014)
Permit Fee $ l�G3lJ� G' CCF $_
Radon Fee $ DBPR $
Training/Education Fee $
CO/CC $
Notary $
Double Fee $ _
Bond $
TOTAL FEE NOW DUE $ I • 20
OUTDOOR SWIMMING BARRIER
COMPLYING WITH R4101.17.1.1 THROUGH R4101.17.1.14.
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 13/4
INCHES (44 MM) IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS
WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT
EXCEED 13/4 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 13/4 INCHES (44 MM) IN
WIDTH.
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4
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 13/4 INCHES (44 MM).
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE
MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO
MORE THAN 13/4 INCHES (44 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND
SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1
THROUGH R4101.17.1.7 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.
`:'HERE A `"TALL OF A DWELLING SERVES AS PART OF THE BARRIER,
ONE OF THE FOLLOWING SHALL APPLY:
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). THE EXIT ALARM SHALL
PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS
SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE
DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE
HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO
MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED
AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF THE DOOR.
SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF
SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACTIS
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.
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.
WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER
OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,
AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE LADDER OR
STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR
REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE
SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF
SECTIONS R4101.17.1.1 THROUGH R4101.17.1.9 AND SECTIONS R4101.17.1.12
THROUGH R4101.17.1.14. WHEN THE LADDER OR STEPS ARE SECURED,
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE
PASSAGE OF A 4 -INCH -DIAMETER (102 MM) SPHERE.
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF
SECTION R4101.17 MAY BE UTILIZED AS PART OF OR ALL OF THE
"BARRIER" AND SHALL BE CONSIDERED A "NONDWELLING" WALL.
REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE BARRIER
NONREMOVABLE WITHOUT THE AID OF TOOLS.
THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL
AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE
SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR OTHER
ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF
THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE
BARRIER REQUIREMENTS OF THIS SECTION.
REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM
THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL
ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM
IMMEDIATELY FALLING INTO THE WATER. SUFFICIENTLY AWAY FROM THE
WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES (508 MM) FROM
THE BARRIER TO THE WATER'S EDGE. DWELLING OR NONDWELLING WALLS
INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART OR ALL OF THE
"BARRIER" AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS
CLOSE TO THE WATER'S EDGE AS PERMITTED BY THIS CODE.
A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT
DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE
DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL.
PROHIBITED LOCATIONS.
A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT
STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE
HOME TO THE SWIMMING POOL.
ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES
SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO
A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER
WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH
BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND
REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT
AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION
TO VERIFY, AT A MINIMUM, THE FOLLOWING:
1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR
ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION
AS THAT PROVIDED BY THE CODE.
2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO
THE SWIMMING POOL OR SPA,
PROVIDE ALARMS
ALL WINDOWS AND DOORS WITH ACCESS TO THE
POOL ON ANY WALLS OF THE HOUSE USED AS
PART OF THE BARRIER FBC R4101.17.1.9
D
NEW 4 FT CHAIN LINK FENCE
(UNDER SEPARATE PERMIT) —
NEW 48"- HEIGHT DOOR MIN.
WITH SELF CLOSERAND LOCK
DEVICE. ® 54"
(UNDER SEPARATE PERMIT)
LEGAL
M SHORES BAY PK ESTS PB 55-83 LOT 3 BLK 2.
LOT SIZE 99.600 X 113 OR 10321-1640 0279 1
OR 28279-3915 0912 11
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NEW 4 FT CHAIN LINK FEN
(UNDER SEPARATE PERMIT)
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OUTDOOR SWIMMING BARRIER
COMPLYING WITH 84101.11.1.1 THROUGH R4101.1-1.1.14.
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 5E7WEEN 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 13/4 INCHES (44 MM) IN WIDTH. WHERE THERE ARE
DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN
THE CUTOUTS SHALL NOT EXCEED 13/4 INCHES (44 MM) IN WIDTH.
WHERE THE BARRIER 15 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 13/4 INCHES (44
MM) IN WIDTH.
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 21/4
INCH SQUARE (51 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS
FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO
NO MORE THAN 13/4 INCHES (44 MM).
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE
MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE
NO MORE THAN 13/4 INCHES (44 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND
SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 84101.17.1.1
THROUGH 84101.17.1.7 AND SHALL BE EQUIPPED WITH A SELF -LATCHING
LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE
THE DEVICE RELEASE 15 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 (12.1 MM) WITHIN 18 INCHES
(451 MM) OF THE RELEASE MECHANISM.
WHERE A WALL OF A DWELLING SER'."_S AS PART OF THE
BARRIER, ONE OF THE FOLLOWING SHALL APPLY:
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE
HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM
COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE
RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL
PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS
SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER
THE DOOR 15 OPENED AND BE CAPABLE OF BEING HEARD
THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE
ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO
TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING_ SUCH
DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE
DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1312
MM) ABOVE THE THRESHOLD OF THE DOOR 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 (1061 MM) OR HIGHER WITH A COUNTER BENEATH.
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 (1312 MM) ABOVE THE THRESHOLD, WHICH 15
APPROVED BY THE AUTHORITY HAVING JURISDICTION.
WHERE AN ABOVEGROUND POOL STRUCTURE 15 USED AS A
BARRIER OR WHERE THE BARRIER 15 MOUNTED ON TOP OF THE POOL
STRUCTURE, AND THE MEANS OF ACCE55 IS A LADDER OR STEPS, THE
LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED,
LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR
STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE
REQUIREMENTS OF SECTIONS 84101.11.1.1 THROUGH 84101.11.1.9 AND
5ECTION5 84101.11.1.12 THROUGH 84101.11.1.14. WHEN THE LADDER OR
STEPS ARE SECURED, LOCKED OR REMOVED, ANY OPENING
CREATED SHALL NOT ALLOW THE PA55AGE OF A 4 -INCH -DIAMETER
(102 MM) SPHERE_
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF
SECTION 84101.11 MAY BE UTILIZED AS PART OF OR ALL OF THE
'BARRIER' AND SHALL BE CONSIDERED A 'NONDWELLING' WALL.
REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE
BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS.
THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE
POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER
ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR
OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE
PERIMETER OF THE POOL, 15 BEING USED AS PART OF THE BARRIER,
AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION.
REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY
FROM THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR
MEDICALLY FRAIL ELDERLY PERSON WHO MAY MANAGE TO
PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE
WATER SUFFICIENTLY AWAY FROM THE WATER'S EDGE SHALL MEAN NO
LESS THAN 20 INCHES (508 MM) FROM THE BARRIER TO THE WATER'S
EDGE. DWELLING OR NONDWELLING WALLS INCLUDING SCREEN
ENCLOSURES, WHEN USED AS PART OR ALL OF THE 'BARRIER' AND
MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS CLOSE TO
THE WATER'S EDGE AS PERMITTED BY TH15 CODE.
A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT
DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE
DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL.
PROHIBITED LOCATIONS.
A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT
STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE
HOME TO THE SWIMMING POOL.
ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE
FEATURES SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC.,
ADJACENT TO A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE
PERMITTED AS A BARRIER WHEN APPROVED BY THE AUTHORITY HAVING
JURISDICTION. WHEN EVALUATING SUCH BARRIER FEATURES, THE AUTHORITY MAY
PERFORM ON-SITE INSPECTIONS AND REVIEW EVIDENCE SUCH AS SURVEYS,
AERIAL PHOTOGRAPHS, WATER MANAGEMENT AGENCY STANDARDS AND
SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION TO VERIFY, AT A
MINIMUM, THE FOLLOWING:
1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR
ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF
PROTECTION AS THAT PROVIDED BY THE CODE.
2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS
TO THE SWIMMING POOL OR SPA.
PROVIDE ALARMS
ALL WINDOWS AND DOORS WITH ACCESS TO
THE POOL ON ANY WALLS OF THE HOUSE USED
AS PART OF THE BARRIER FBG 84101.11.1.9
�i
A_C' Uma ELECTRIC SERVICES
EX&T-IHG
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WITH SELF C,..OSERAND LOCK
DEVICE. 6 54'
LEGAL
M SHORES BAY PK EST5 PB 55-83 LOT3 BLK
2 LOT SIZE 99.800 X 113 OR 10321-1 40 0219 1
OR 28219-3915 0912 11
E-X'f5tfl9* 48'- HEIGHT DOU15L E
GATE WITH SELF CLOSERAND
LOCK DEVICE. s 541, CENTER
POST SET PERMANENTLY
CfJ EXISTING
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UB -PANEL 'P'
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EXSITING RESID
Fr -.E: 8.44'
/ R-69866' L- 8131'
N,E 101 STREET
�t"• �
Mi it to _ r
SITE PLAN
SCALE: 1"=20'-0"
r
EXI�Tl_ 1G
SEPTI, C TANK
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EXISTINGI I �r
�10 IELD
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1OF: 4
POOL DECK(BRICK ON SAND)
-y'
- -
�� —�� is
II��II iTr� l
SUBGRADE AS 1
1"X 6" WOOD DECK FLOOR
PROVIDE 2 1/2"
GALVANIZED SCREW® 6" O.C.
2"X 2" WOOD FURRING ® 12" O.0
- TIE TO POOL CONCRETE WITH
3-1/2" L. TAPCOM ® 24" O.0
4" CONC. SLAB W/ 6x6 #10/1OWWM
— 2500 PSI CONC. MIN.
FIBERMESH CONC. MAY BE USED IN LIEU
OF 6x6 #10/1OWM AS ALLOWED BY CODE
— 8" X 8" FOOTING WITH/ 1 # 5 CONT.
8„ CONC. MASONRY UNITS W/
# 5 BARS ® 32” O.C. INTO
CONC. FILLED CELLS &
HORIZ. JOINT REINFORCING AT
— EVERY 2nd COURSE (16" VERT.)
STANDARD No 9 LADDER TYPE.
PROV. DOWELS AT FOOTING
& EXTEND TOP OF BAR
INTO SLAB CONIC.
ABOVE PLUS 6" HOOK.
EXISTING GRADE
-11 = -I T _ II_
-1rrr�n m -m m m m- GF -11 r -m-r,-
I �m l l I rr g8 li i" m rf' I I I ImT I-
SUBGRTAADE �5�Tl<A=R��r�lr
SECTION E
SCALE:1 "= 1'-0"
POOL DECK(BRICK ON SAND)—
SET
AND)—SET BORDER WITH TIN SET OR MORTAR CEMENT —
8" X 8" FOOTING WITH/ 1 # 5 CONT.
8" CONC. MASONRY UNITS W/
# 5 BARS ® 32" O.C. INTO
CONC. FILLED CELLS &
HORIZ. JOINT REINFORCING AT
EVERY 2nd COURSE (16" VERT.)
STANDARD No 9 LADDER TYPE.
PROV. DOWELS AT FOOTING
& EXTEND TOP OF BAR
INTO SLAB CONC.
ABOVE PLUS 6" HOOK.
EXISTING GRADE
12" X 36" CONC. FOOTING
CONT. WITH 3 # 5 LONG.
& # 5 ® 16" TRANSVERSALS
POOL PLASTER
POOL PLASTER
#3®9"O.0
HORIZONTAL & VERT.
(MIN. SPLICE 18" )
12" X 36" CONC. FOOTING
CONT. WITH 3 # 5 LONG.
& # 5 ® 16" TRANSVERSALS
VALVES (OPTIONAL)
PNEUMATIC SWITCH
NOTE:
REFER TO MANUAL
INSTALLATION ATTACHED
X II, 4 HP PUMP.
g AIR REGULATOR -
" 4" MIN. CONCRETE SLAB
POOL WATER LEVEL
in VOLUMEN"
CONTROL KNOB CHECK VALVE 1/2" COND. FOR AIR SWITCH
��— DISCHARGE LINE 4"
I
PNEUMATIC BUTTON =
SUCTION LINE 4" PVC PIPE SCH 40 MAX. 30 FT W/ 4"
,v
POOL WALL NOTE: USE VALVE WHEN PUMP IS INSTALLED BELOW WATER LEVEL
BADU STREAM JET DETAIL
NO SCALE
NOTE: PROVIDE PIPE SLEEVES WHERE PIPING
PASSED THROUGH FLOOR SLAB OR CONCRETE WALL
PROVIDE SEALING OF THE ANNULAR SPACE
LI rr—� BETWEEN PIPE SLEEVES AND PIPING PASSING
TROUGH FLOOR SLAB OR WALL
33'-5"
I ,
\v 4/ 30, >
GRASS
�- 28 W /12V. „ /Y\ 2s W /12v.
-24 /SAVI LGT
I /SAVI LGT INFINITY EDGE
BRICK COLORS AND PATTERNS mm
TO BE SELECTED BY OWNER/ BUILDER
h w 4 ., ,•:,.r,.';jit•., ^.. xa ;;." 2„ FIR 2„ F/R
PROVIDE
WELL COMPACTED SUB BASE ,PPNTRASTING TILE
of
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- rel=, I � • ` ' ,
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-112
- r-rT
STEPS & BENCH EDGE
�TI��T�IIr
mLr
ll=1Ti=
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G7
1"X 6" WOOD DECK FLOOR
PROVIDE 2 1/2"
GALVANIZED SCREW® 6" O.C.
2"X 2" WOOD FURRING ® 12" O.0
- TIE TO POOL CONCRETE WITH
3-1/2" L. TAPCOM ® 24" O.0
4" CONC. SLAB W/ 6x6 #10/1OWWM
— 2500 PSI CONC. MIN.
FIBERMESH CONC. MAY BE USED IN LIEU
OF 6x6 #10/1OWM AS ALLOWED BY CODE
— 8" X 8" FOOTING WITH/ 1 # 5 CONT.
8„ CONC. MASONRY UNITS W/
# 5 BARS ® 32” O.C. INTO
CONC. FILLED CELLS &
HORIZ. JOINT REINFORCING AT
— EVERY 2nd COURSE (16" VERT.)
STANDARD No 9 LADDER TYPE.
PROV. DOWELS AT FOOTING
& EXTEND TOP OF BAR
INTO SLAB CONIC.
ABOVE PLUS 6" HOOK.
EXISTING GRADE
-11 = -I T _ II_
-1rrr�n m -m m m m- GF -11 r -m-r,-
I �m l l I rr g8 li i" m rf' I I I ImT I-
SUBGRTAADE �5�Tl<A=R��r�lr
SECTION E
SCALE:1 "= 1'-0"
POOL DECK(BRICK ON SAND)—
SET
AND)—SET BORDER WITH TIN SET OR MORTAR CEMENT —
8" X 8" FOOTING WITH/ 1 # 5 CONT.
8" CONC. MASONRY UNITS W/
# 5 BARS ® 32" O.C. INTO
CONC. FILLED CELLS &
HORIZ. JOINT REINFORCING AT
EVERY 2nd COURSE (16" VERT.)
STANDARD No 9 LADDER TYPE.
PROV. DOWELS AT FOOTING
& EXTEND TOP OF BAR
INTO SLAB CONC.
ABOVE PLUS 6" HOOK.
EXISTING GRADE
12" X 36" CONC. FOOTING
CONT. WITH 3 # 5 LONG.
& # 5 ® 16" TRANSVERSALS
POOL PLASTER
POOL PLASTER
#3®9"O.0
HORIZONTAL & VERT.
(MIN. SPLICE 18" )
12" X 36" CONC. FOOTING
CONT. WITH 3 # 5 LONG.
& # 5 ® 16" TRANSVERSALS
VALVES (OPTIONAL)
PNEUMATIC SWITCH
NOTE:
REFER TO MANUAL
INSTALLATION ATTACHED
X II, 4 HP PUMP.
g AIR REGULATOR -
" 4" MIN. CONCRETE SLAB
POOL WATER LEVEL
in VOLUMEN"
CONTROL KNOB CHECK VALVE 1/2" COND. FOR AIR SWITCH
��— DISCHARGE LINE 4"
I
PNEUMATIC BUTTON =
SUCTION LINE 4" PVC PIPE SCH 40 MAX. 30 FT W/ 4"
,v
POOL WALL NOTE: USE VALVE WHEN PUMP IS INSTALLED BELOW WATER LEVEL
BADU STREAM JET DETAIL
NO SCALE
NOTE: PROVIDE PIPE SLEEVES WHERE PIPING
PASSED THROUGH FLOOR SLAB OR CONCRETE WALL
PROVIDE SEALING OF THE ANNULAR SPACE
LI rr—� BETWEEN PIPE SLEEVES AND PIPING PASSING
TROUGH FLOOR SLAB OR WALL
33'-5"
I ,
\v 4/ 30, >
GRASS
�- 28 W /12V. „ /Y\ 2s W /12v.
-24 /SAVI LGT
I /SAVI LGT INFINITY EDGE
BRICK COLORS AND PATTERNS mm
TO BE SELECTED BY OWNER/ BUILDER
h w 4 ., ,•:,.r,.';jit•., ^.. xa ;;." 2„ FIR 2„ F/R
PROVIDE
WELL COMPACTED SUB BASE ,PPNTRASTING TILE
of
00
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00
M
-m=
71 i -i
=m
N
M
M
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—mom I I—I i-1
=m
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STEPS & BENCH EDGE
IL
NTI-
IMPERVIOUS, SLIP RESISTANT CONCRETE
W}
'
I-T
rrl�n�Ir-'i
II I r
=1I-
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6 6 6
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" r� 11�IT�T�1 Iii 1I 'I �`P
II
r� m I I- m ll I
fi=Tfi' Tft iTi-iTrrii 1Tf-iI-T
FILL. NO FILL
O
ll ii _I _
_ jj•gTl f1 -I . I I � I I"LI I11 I
•' '.. •
� I
r-�-�. - -iii (=11=1 I I=�- I1=I 11=1 � I=!ll=I 11=x -III -I i I -I � I-I�-�-I�-I
= _m— —III— _
�5'oi -m I= 8t COMPACTED I NTINC EMP- i
SECTION D-
SCALE:1"=
1'-0"
A
00
z�
00
M
W
M
M
00
O
w
STEPS & BENCH EDGE
p1�-3
IMPERVIOUS, SLIP RESISTANT CONCRETE
W}
G
'�
r-
PAVER DECK SLOPED
AWAY FROM POOL
2-4 PERCENT
" " "
6 6 6
BRICK COLORS AND PATTERNS
TO BE SELECTED BY OWNER/ BUILDER
W
NOTE USE EXCAVATED
FILL. NO FILL
O
�
cn
�
� I
DECK: BRICK ON SAND
SHALL BE IMPORTED
r-+
M
i
2" F/R
Z
I
WELL COMPACTED SUB BASE
2„
/R 2" F/R
N
00
2'
# 3 0 9" O.0
HORIZONTAL &VERT.
28 WI
28 W /12V.
(MIN. SPLICE 18" )
-_
/SAVI
LGT /SAVI LGT
n1 GRASS
\
VACUUM
FEW
, I \I'2"
-24
F R 2" /R 2„ F R 2" F R
28 W /12V. 28 W /12V.
/SAVI LGT /SA 1 LGT
28
W
12V.
/S
VI
LGT
aaaaaaaaaaa�'aa
a a aaa �aaaaaa,
-6
12" DEEP(WATER 12"
PROVIDE 3 1/2" X 1/4 " LONG TAPCON
SCREWS AT EACH PUMP & FILTER ORIFICE TO
SECURE AT 4 " CONCRETE SLAB
;LAB
POOL PUMP & FILTER
MOUNTING DETAIL,
VENT LINE LENGTH.
1 HP OR LESS PUMP: 30 FT
1 1 HP PUMP = 40 FT
2HPPUMP =55FT
2 j HP PUMPOR LARGER= 74 FT
VENT LINE DESIGNED TO PROVIDE
RELEASED IN 3 SECONDS OR LESS AT
A MAX. VACUUM OF 4.5" Hg.
NOTE: THE PIPING SHOWN IS A GRAPHIC REPRESENTATION i
OF PIPE ROUTE,ACTUAL ROUTING OF. PIPING AROUND POOL
AND TO POOL EQUIPMENT MAY DIFFER FROM THIS PLAN
REFER TO ISOMETRIC FOR PIPE SIZES
=� ------------=! ------ ''-------=�= -----------------------------------------
` OL EQUIPMENT
O
/SAVI LGT „ I i ----------------------------------------------�>?bo �� �� I
28 W /12 .
MAIN DRAIN /SAVI LG
N 4'-11" DEEP L -----
o) -
-6 6„
MAX. HEIGTH TO TOP WEATHERPROOF GFI
-6, OF POOL BEAM D-'� RECEPTACLE LOCATED 10-20
FEET FROM POOL WATER EDGE
DETAIL I-
SCALE:1"= 1'-0"
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUN REQUIREMENTS, EITHER BY OWNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED.
RESIDENCE
POOL. PLAN -
SCALE: 1 /4"= 1'-0"
,
4" BADUJET L NE
(SEE DETAIL /j j /j RESIDENCE
IN THIS PAGE
r
CONCRETE DECK WITH WOOD ON TOP
(REFER TO THIS PAGE FOR DETAIL)
I
32" CHANNEL DRAIN
THE AQUASTAR LINE OF SUCTION
OUTLET COVERS COMPLIANT WITH
THE NEW VIRGINIA GRAEME-BAKER
POOL AND SPA SAFETY ACT
(ASME/ANSI A112.19.BA-2008
j
-WARNIG: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE
.POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
REV.
DATE: 04/25/13
00
z�
00
M
M
M
00
O
w
U W
>
� o
o
IMPERVIOUS, SLIP RESISTANT CONCRETE
RIVER ROCK
G
'�
r-
PAVER DECK SLOPED
AWAY FROM POOL
2-4 PERCENT
" " "
6 6 6
BRICK COLORS AND PATTERNS
TO BE SELECTED BY OWNER/ BUILDER
W
NOTE USE EXCAVATED
FILL. NO FILL
O
�
cn
�
� I
DECK: BRICK ON SAND
SHALL BE IMPORTED
r-+
M
WELL COMPACTED SUB BASE
# 3 0 9" O.0
HORIZONTAL &VERT.
RESIDENCE
(MIN. SPLICE 18" )
DETAIL I-
SCALE:1"= 1'-0"
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUN REQUIREMENTS, EITHER BY OWNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED.
RESIDENCE
POOL. PLAN -
SCALE: 1 /4"= 1'-0"
,
4" BADUJET L NE
(SEE DETAIL /j j /j RESIDENCE
IN THIS PAGE
r
CONCRETE DECK WITH WOOD ON TOP
(REFER TO THIS PAGE FOR DETAIL)
I
32" CHANNEL DRAIN
THE AQUASTAR LINE OF SUCTION
OUTLET COVERS COMPLIANT WITH
THE NEW VIRGINIA GRAEME-BAKER
POOL AND SPA SAFETY ACT
(ASME/ANSI A112.19.BA-2008
j
-WARNIG: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE
.POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
REV.
DATE: 04/25/13
O
00
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00
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00
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P-2
SHEET NO:
L.20F: 4
PROVIDE 6" CONCRETE WALL
WITH 03 m 9" EACH WAY
EXISTING GRAD
PROVIDE 6" CONCRETE WALL
WITH *3 im 9' O.0 HORIZONTAL 4 VERT.
2' 12' 12'
8
PROVIDE
ol CONTRASTING TILE
ON STEPS EDGE
m
IS' TYP
PROVIDE 18" MIN. SPLICE
3" MIN. CONCRETE COVER
STRUCTURAL J O
ALL WORK SHALL COMPLY WITH THE F.B.G. CODE 2010 EDITION.
THE AMERICAN CONCRETE INSTITUTE ACI -318-10, ASCE-1-10
AND ALL OTHERS APPLICABLE CODES AND REGULATIONS.
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 FBI.
2. ALL REINFORCING STEEL 5HAL L HAVE A MINIMUM YIELD
STRENGTH OF 60.000 1=51.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRE551VE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BA5ED ON ACCEPTED ENGINEERING
F'RIN,4'IPAL5.
5. ALL REINFORCING STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE
APFNLICATION OF HEAT TO THE STEEL.
A VISUAL INSPECTION AT JOB SITE SHOWED A SOIL COMPOSED OF
SAND AND ROCK A BEARING CAPACITY OF 2000 P.5F. HAS BEEN
ASSUMED. FURTHER MORE, UPON BREAKING OF GROUND, A
LETTER SHALL BE 5U5MITED TO THE BUILDING OFFICIAL VERIFYING
AND ATTESTING THAT THE SITE CONDITIONS ARE SIMILAR
TO THOSE UPON THE DESIGN BASED.
P O "•I' LI1D'I � '�' �� � �� UPLIFT
I
EXIST. RESIDENCE FINISH FLOOR ELEVATION
8.44'
ELEV. TOP OF POOL WALL
8.25'
DEPTH OF POOL (FROM THE BOTTOM OF M/D)
50'
ELEV. FROM BOTTOM OF MAINDRAIN
3.25'
FLOOD CRITERIA
8.0'
ELEV. FROM BOTTOM OF MAINDRAIN
3.25'
POOL IN FLOOD CRITERIA
4.75'
LESS 2'.0' HYDROST VALVE
215'
BLAB THICKNESS REQUIRED
8"
CHART FOR POOL BOOT SLAB
WITH HYDROSTATIC UPLIFT
(POOL THICKNESS)
PNEUMATICALLY PLACED GONG.
WALL THICKNESS (o"
FLOOR THICKNESS 9"
SOIL BEARING CAPACITY 2000 PSF
/_ POOL WATER LINE
PROVIDE 6" CONCRETE SLAB
WITH 03 -s 9" EACH WAY
PROVIDE 6' CONCRETE WALL
WITH 03 a 6' O.0 HORIZONTAL 4 VERT.
PROVIDE 9' CONCRETE SLAB
WITH 03 m 6' EACH WAY
MAX. SLOPE 1':l'_0"
SECTION A
SCALE: 1/2'=I' -O'
PROVIDE 6" CONCRETE SLAB
WITH 03 's 9" EACH WAY
PROVIDE 18" MIN. SPLICE
3" MIN. CONCRETE COVER
0
°�a �°�a • °�a �°�a �
o� ;off ;off ;off ;o� ;off o
2" HIDROSTATIC
RELIEF VALVE
SET IN WASHED
BED ROCK
0
n
E a 3 9 ieo' EACH WAY
PROVIpE IS' MIN. SPL ICE
3' MIN. CONCRETE COVER
Sl"FE7CT1ON
SCALE: 1/2'=I' -O'
EX15TING
PROVIDE 6" CONCRETE
WITH 03 g 9' O.C. HORIZONTAL 4
PROVIDE " 3 10
Biel'
RETE WALL
ORIZONTAL 4 VERT.
PROVIDE 6' CONCRETE WALL
WITH 03 m 9' O.0 HORIZONTAL 4 VERT.
PROVIDE 18' MIN. SPLICE
3' MIN. CONCRETE COVER
T'IAIN *DRAIN W/
2' HIDROSTATIC
RELIEF VALVE
SET IN WASHED
BED ROCK
k
PROVIDE 9' CONCRETE SLAB
WITH "3 g 6' EACH WAY
SECTION C
5CALE:3/4'= I'-0'
U 00
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P-3
SHEET NO:
.30F:4
H
c N
M
00
kn
z -O
Z
M
N
W
P-3
SHEET NO:
.30F:4
H
c N
Rio
0-1 x C\
N
W
p- CIAO
C O
a
O N
M
P-3
SHEET NO:
.30F:4
2 "10
1 0 10 G.
1/2' GOND
2P-30 AMP.
GFI RECEPTACLE
6' MIN. 20' MAX.
FROM WATER LINE
2 * 12 THHN
IP 20 AMP.
1 * 12 THHN CU. GROUND.
1.5 HP
JET PUMP 2 " 12
230 V. 1 " 12 G. —
1/2' COND
(3) 2P-20 AMP.
4 HP Lp
BADUJET PUMP 3 HP
230 V. VARIABLE SPEED 2.0 HP
230 V. BLOWER 230 V
POOL PUMP WILL
COMPLY WITH 2010
FBC E 403.9.
PROVIDE GFCI
2P 20 AMP. BRAKER
FOR POOL PUMP.
ELECTRICAL NOTES:
3iFWATT
TRANSF 2 " 12
I"12G.
JB JB JB I/2' GOND
1P-20 AMP.
(10) 28 W 12 V
VAVI LIGHTS
I. ALLPOOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH 2010 FLORIDA RESIDENCE BUILDING CODE.
2ALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM
WITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'.0'
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
S.ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS AND RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
POOL DECK
I POOL COPING
POOL WAL
I ' PVC PIPE TO CONTRILLER
1 1/2' PVC PIPE
MIN. 16"
NOTE: PROVID
CONTINUOS SINGLE * 8 CC
BONDED IN FOUR POINT(3i
AROUND POOL 4 SPA
2AMIG TILE
T4��MINFROM ATER
BEVEL TO TOP OF LENS
INTERIOR POOL FINISH
(DIAMOND BRITE)
TYP-SAVI LIGHT DETAIL
NO SCALE
JANDY PDA POWER CONTROL CENTER
WITH NEW 100 AMP. SUB -PANEL 'P' EXIST.
(AT POOL EQUIPMENT AREA) 200 Al'
PANEL.
3 "3
10
1 cOND
(2) 1"xl0' GROUND RODS
W/(1) 6 (CU) IN 1/2" CONDUIT
6'
RISER DIAGRAM
TO POOL PUMP
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP
TO BE ENCASED IN DECK SLAB
OR CONCRETE BOX PROVIDING
MIN. 3' OF COVER AROUND CLAMP
MULTI SYSTEM BONDING
1 "4 Cu
3/4' CONE)
3 " 2/0 THW CU.
1 s 6 THNN CU. GRND.
IN 2' C.
EXISTING 200 AMP.
0 METER/COMBO
POOL FILTER WITH
SQFT. OF SURFACE
— CARTRIDGE
1AMP.
DIS00
SIrtGLE " 8 COOPER
FOU POINT(3( 0')
)OL 4:SPA
POOL DECK 5 PERIMETER FOOTING
'7PFL SERVICE
(2)5/8'7 x 10'
COPPER CLAD
GROUND
DRIVEN ROD6✓HLORINATOR
CWP (METAL)
STEEL FOUNDATION
POOL DATA
INFINITY
MAIN
POOL SPA BASIN
SURFACE AREA (SQ.FT.)
510
64
85
VOLUME (GALLONS)
12300
1100
2543
TURNOVER (HOURS)
1.3
0.12
0.28
PERIMETER (FEET)
86
32
114
DECK AREA l 5Q.FT)
602
�
.WHERE A CONCF;�F_TE DECK IS NOT PROVIDED, PROVIDED A " S BARE COF�F�ER F:�C^L.)
WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO PANEL.
WHERE A GONCR-rE SLAB IS PROVIDED , THE BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE 05 REINFORC-
ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED
FROM THE PERIMc .,ER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL.
PROVIDED SCREEN
MESH AT JOINT TOP OF POOL OR SPA
COPING, WHICHERVER HIGHER
VENT. DETAIL
NO SCALE
S
NOTE: BALL VALVES
MAY BE SUBSTITUTED
FOR MULTIPORT VALVE
32' CHANNEL DRAIN
THE AQUASTAR LINE OF SUCTION
OUTLET COVERS COMPLIANT WITH
THE NEW VIRGINIA GRAEME-BAKER
POOL AND SPA SAFETY ACT
(ASME/ANSI A112.19.5A-2008
32'
ANTI VORTEX
MANDRAIN COVERS
2' HYDROSTATIC RELIEF
TUBE . ONLY ONE REQUIRED
SALT SYSTEM
BADU JET PUMP
4- HP, 400 GPM AT 60' TDH
SELF PRIMING
SAME SIZE
AS PUMP
SUCTION
2 1/2" PUMP SUCTION
SPA MANDRAIN DETAIL
NO SCALE
RECIRCULATION PUMP
VARIABLE SPEED
30 HP, 150 GPM AT 60' TDH
SELF PRIMING
ISOMETRIC
p\�
1
2 HP BLOWER
5P P co?
G
SPA JET PUMP
1.5- HP, 10 GPM AT 60' TDH
SELF PRIMING
POOL EQUIPMENT ISOMETRIC
1
PLUMBING NOTES:
I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON -THREADED, NSF APPROVED SUPPORTED CONTINUOSLY
ON GROUND OR ON MAXIMUM 4'-0' CENTERS WITH CLEVIS HANGERS.
` 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL
BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED
WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE -PLUMBING SECTION 309 AS IT PERTAINS
TO BOUYANCY.
1. THE WATER VELOCITY.,O,UGH ALL 5UlTION PIPING SHALL BE LESS
THAN & FEEL `a"
5. THE WATER '+`LOC ITV THROUGHT ALL PRESSURE PIPINGfSHALL B ES
THAN 10 FEET" P SECOND. 7 +:,4,���"r
9. ALL �?IPINCi S ALL BE SUITABLE, FOR EXPOSGREU vIQLE 1
RADIAAND NORMAL OPERATING TEMPERATURE '
TEE
SAME SIZI
AS PUMP
SUCTION
101
too
3'-0' MINIMUM
1 1/2' HYDROSTATIC RELIEF
TUBE . ONLY ONE REQUIRED
POOL MANDRAIN DETAIL
NO SCALE
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