BPP-8-13-1880_Plans OUTDOOR SWIMMING BARRIER
COMPLYING WITH R4101.17.1.1 THROUGH R4101.17.1.14. FILTER ° ` Q
PROHIBITED LOCATIONS � Q
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT - L_
ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE
AWAY FROM THE SWIMMING POOL THE MAXIMUM VERTICAL CLEARANCE HOME TO THE SWIMMING POOL.
BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES O
(51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY PUMP
FROM THE SWIMMING POOL WHERE THE TOP OF THE POOL STRUCTURE IS / O
O
ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON QZD TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP ADJACENT WATERWAYS.
PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES 0
OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO .4
THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF 111E BARRIER A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER
SHALL BE 4 INCHES (102 MM). WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH •", d4. . , a.•
BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND POOL 4
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT SELF-CLOSING/
PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION \ 4 CONCRETE
SLAB CLOSING/ SELF-LOCKING
YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE TO VERIFY, AT A MINIMUM, THE FOLLOWING: GATES REQUIRED CKIMG
BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD PROVIDE 3 1/2" X 1/4 LONG TAPCON FENCE: 4' HIGH
BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR SCREWS AT EACH PUMP & FILTER
ORIFICE TO IF AND NON-CLIMBABI�V
OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION " NEIGHBORS
SECURE AT 4 CONCRETE SLAB WALL
4-INCH-DIAMETER (102 MM) SPHERE. AS THAT PROVIDED BY THE CODE. REMOVE FENCE/
OWNER MUST REPLACE
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO WITH A 4' FENCE
ON
INDENTATIONS PROTRUSIONS OOD MASONRY JOINTS. NORMAL CONSTRUCTION THE SWIMMING POOL OR SPA. OWNER'S PROPERTY
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL POOL PUMP & FILTER
�-�--�---
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 MOUNTING D E TA I L
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 BRICK COLORS AND PATTERNS TO BE SELECTED BY OWNER/ BUILDER
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN " IMPERVIOUS, SUP RESISTANT CONCRETE w
VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE PROVIDE V X a CONCRETE FOOTING EDGE PAVER DECK SLOPED 2-4 PERCENT
THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING FOR ALL DECK PERIMETER AWAY FROM POOL M
WITHIN THE CUTOUTS SHALL NOT EXCEED 1 3/4 INCHES (44 MM) IN -� ,
WIDTH. \ p O w
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2 1/4 EXIST. GRADE
INCH SQUARE (57 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS 2' SAND BED M�M
FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO W
MORE THAN 1 3/4 INCHES (44 MM). ROCS B�SE� N.E. 9 2 STREET O
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE 6 +
cn
1
MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO - " 95R DENSITY COMPACTED SUB BASE
MORE THAN 1 3/4 INCHES (44 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND - -- --- -- ---- - ----- -- --
SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 WITH BRICK 0 N SAND DETAIL
THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED TH A SELF-LATCHING
LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE z F�
DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM NO SCALE
THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE 75.00'
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 I
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:_
EXISTING WATER SERVICES
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 Q �'
RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL
PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS ( EXISTING 48"- HEIGHT DOOR MIN.
SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE WITH SELF CLOSER AND LOCK
DOOR HOUSE I DURING NORMAL DBE HOUSEHOLD O ACTIVITIES.HEARD
THE ALARM SHAULL BE (� / 00 DEVICE. ® 54" DATE:
__7::�I-EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE EXISTING 48"- HEIGHT DOOR MIN.
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO
MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED WITH SELF CLOSER AND LOCK
AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF THE DOOR. DEVICE. ® 54" I EXISTING ONE STORY O
SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF RESIDENCE # 1130 I U
WH
SENSORS WIRED TO A CENTRAL ALARM SOUND EN CONTACTIS Z Z
BROKEN AT ANY OPENING. F.E.E=9.22' '.4
8 M M
00
N NEW 100 AMP. SUB-PANEL
EXCEPTIONS: 00 .-.
A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL I EXISTING I o W M V-' vT
HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM THE EXISTING METER AND DISC. 200 AMP. 1 POOL EQUIPMENT N Z
INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL PANEL Q cv PROVIDE 4 FT CBS WALL W 110 1�0
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. /I ,� ,� TO SCREEN POOL EQUIPMENT U W o
C. SCREENED OR PROTECTED PASS-THROUGH KITCHEN WINDOWS 42 1 8 4 �.
O � M
INCHES (1067 MM) OR HIGHER WITH A COUNTER BENEATH. EXISTING 4 FT CHAIN LINK FENCE 43'-6"
ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE
POOL MUST BE EQUIPPED WITH A SELF-CLOSING, SELF-LATCHING DEVICE r
WITH POSITIVE MECHANICAL LATCHINGAOCKING INSTALLED A MINIMUM OF
54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY / 5,- ) „ Imo+ EXISTING 4 FT CHAIN LINK FENCE W N
THE AUTHORITY HAVING JURISDICTION. N
WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER EXIST. O.H ELECTRIC SERVICES 3 _ ' 1 O� 0 M
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 2�-6» H U p
STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR `t
REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE '"� ^4 N
SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF M p
SECTIONS R4101.17.1.1 THROUGH R4101.17.1.9 AND SECTIONS R4101.17.1.12 1 O' /I a (V M
THROUGH R4101.17.1.14. WHEN THE LADDER OR STEPS ARE SECURED, 00 h
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PROVIDE ALARMS / z
PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. ALL WINDOWS AND DOORS WITH ACCESS TO THE d- 00
POOL ON ANY WALLS OF THE HOUSE USED AS
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENT'S OF PART OF THE BARRIER FBC LL R4101.17.1.9 75.00' O O
SECTION R4101.17 MAY BE UTILIZED AS PART OF OR A OF THE
"BARRIER" AND SHALL BE CONSIDERED A "NONDWEWNG" WALL EXIST. SEPTIC TANK M 4
REMOVABLE CHILD BARRIERS SHALL HAVE ONE END OF THE BARRIER O
NONREMOVABLE WITHOUT THE AID OF TOOLS. �— EXISTING 4 FT CHAIN LINK FENCE 't O
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, WALT., OR OTHER a' O
ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF N M
THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE d'
BARRIER REQUIREMENTS OF THIS SECTION. a 'tt
REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM LEGAL
O
I• THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICAY FRAIL
LL
ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM BAY LURE PB 44-63 LOT 4 BILK 3 LOT SIZE - r W N
IMMEDIATELY FALLING INTO THE WATER. SUFFICIENTLY AWAY FROM THE 75.000 X 125 OR 19960-0775 08 2001 4 COC
WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES (508 MM) FROM 26155-4643 01 2008 1 OR 28657-3942 0513 12 SITE PLAN
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 BF-��sars" SCALE:20-O = 1 -0 � SHEET:
CLOSE TO THE WATER'S EDGE AS PERMITTED BY THIS CODE.
DWELLING A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF ITa
DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE DATE:08/29/ 1 3 1 OF
DIRECT ACCESS FROM 111E HOME TO THE SWIMMING POOL...
OUTDOOR SWIMMING BARRIER FILTER Q
COMPLYING WITH R4101.17.1.1 THROUGH 84101.17.1.14. PROHIBITED LOCATIONS.
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT
G
ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER NMICH FACES STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE 0
AWAY FROM THE SWIMMING POOL THE MAXIMUM VERTICAL CLEARANCE HOME TO THE SWIMMING POOL. a
BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES
(51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY PUMP
FROM THE SWIMMING POOL WHERE THE TOP OF THE POOL STRUCTURE IS
ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON o
TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES
OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO
THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER
SHALL BE 4 INCHES (102 MM). WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH e. .. e.• \
BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON-SITE INSPECTIONS AND ~' d
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT 4' CONCRETE SLAB
PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION O
YOUNG CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE TO VERIFY, AT A MINIMUM, THE FOLLOWING:
BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD PROVIDE 3 1/2- X 1/4 LONG TAPCON
BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. 1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR SCREWS AT EACH PUMP & FILTER ORIFICE
TO
OPENINGS IN ANY BARRIER SHALL NOT ALLOW PASSAGE OF A ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION SECURE AT 4 " CONCRETE SLAB
4-INCH-DIAMETER (102 MM) SPHERE AS THAT PROVIDED BY THE CODE.
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN 2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO
INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION THE SWIMMING POOL OR SPA,
TOLERANCES AND TOOLED MASONRY JOINTS.
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL POOL PUMP & FILTER-
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS LESS THAN 45 INCHES (1143 MM), THE HORIZONTAL MOUNTING D E TA I L
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 BRICK COLORS AND PATTERNS TO BE SELECTED BY OWNER/ BUILDER coo
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL �..� m
MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN IMPERVIOUS, SUP RESISTANT CONCRETE Ix
VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE PROVIDE V X e CONCRETE FOOTING EDGE PAVER DECK SLOPED 2-4 PERCENT 0
O M
THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING FOR ALL DECK PERIMETER AWAY FROM POOL
WITHIN THE CUTOUTS SHALL NOT EXCEED 1 3/4 INCHES (44 MM) IN a
a
WIDTH. � O0/ (� w
"ST. GRADE O w ~
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2 1/4 a
INCH SQUARE (57 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS !o a - 2' SAND BED (7
N.E. 9 2 STREET
FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO ROCK BASE' O
MORE THAN 1 3/4 INCHES (44 MM). ¢ � &
> ,�/
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE 6" w cn
MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO - 95X DENSITY COMPACTED SUB BASE
MORE THAN 1 3/4 INCHES (44 MM).
cn
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND
SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 ~
THROUGH R4101.17.1J AND SHALL BE EQUIPPED WITH A SELF-LATCHING BRICK ON SAND DETAIL
LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE Fw�
DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM NO SCALE 75.00
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.
rrr+mr
MERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, EXISTING WATER SERVICES ONE OF THE FOLLOWING SHALL APPLY:
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE c
HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM
COMPLYING NTH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE EXISTING 48"- HEIGHT DOOR MIN. `
RATING OF 85 DB A AT 10 FEET (3048 MM). THE EXIT ALARM SHALL WITH SELF CLOSER AND LOCK
PRODUCE A CONTINUOUS AUDIBIF WARNING WHEN THE DOOR AND ITS DEVICE. 0 54"
SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE 00
DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE
HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EXISTING 48"- HEIGHT DOOR MIN. DATE:
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE WITH SELF CLOSER AND LOCK C
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO DEVICE. 0* 54"
MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED EXISTING ONE STORY
AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF THE DOOR. RESIDENCE # 1130 O it
SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF I F.E.E=9.22' U Z
1 Z
SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS
BROKEN AT ANY OPENING. NEW 100 AMP. SUB-PANEL d M
co
M .-•+
M
I I O N
EXCEPTIONS: ° 1 I I ° POOL EQUIPMENT W M Gi, 'n
A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL N Ln ( y., PROVIDE 4 FT CBS WALL cl M
Z �.;O
HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM THE TO SCREEN POOL EQUIPMENT N
INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. EXISTING 4 FT CHAIN LINK FENCE 43)-51v 3)
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 NTH A SELF—CLOSING, SELF-LATCHING DEVICE / , EXISTING 4 FT CHAIN LINK FENCE
WITH POSITIVE MECHANICAL LATCHINGAOCKING INSTALLED A MINIMUM OF
54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY EXIST. O.H ELECTRIC SERVICES 3 — " NW N
THE AUTHORITY HAVING JURISDICTION. `� U r-+
WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER 12'--6"
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 O
E-+ �v�
STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR ,
REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE NJ
M
SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF 9 -1 O
SECTIONS R4101.17.1.1 THROUGH R4101.17.1.9 AND SECTIONS R4101.17.1.12 PROVIDE ALARMS N M
THROUGH R4101.17.1.14. WHEN THE LADDER OR STEPS ARE SECURED, ALL WINDOWS AND DOORS WITH ACCESS TO THE / O tn
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE POOL ON ANY WALLS OF THE HOUSE USED AS 00
PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. 75.00' N
PART OF THE BARRIER FBC R4101.17.1.9
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF EXIST. SEPTIC TANK OO O O
SECTION R4101.17 MAY BE UTILIZED AS PART OF OR ALL OF THE O,
"BARRIER" AND SHALL BE CONSIDERED A "N WALL
REMOVABLE CHILD BARRIERS SHALL HAVE ONE E END END OF F T THE BARRIER � \� EXISTING 4 FT CHAIN LINK FENCE � � 00
NONREMOVABLE WITHOUT THE AID OF TOOLS.
d' � 1 O
MLWI-DADS COUNTY HEALTIH DEPARTMENT `t tx NO
THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL r O . ,
AND MUST BE SEPARATE FROM ANY FENCE. WALL, OR OTHER ENCLOSURE P£RM1T�:
IGa� l l I Jam?/ '� a tn O
SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR OTHER �}
ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF DATE:. (,lJ—�r Ol
THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE "'"°" It
BARRIER REQUIREMENTS OF THIS SECTION. LEGAL Z k�I� '-� c> J,
REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM BAY LURE PB 44-63 LOT 4 BLK 3 LOT SIZE
THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL 0775 08 2001 4 COC 19960-
ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM 75.000 X 125 OR Sl T E PLAN
V4 t__ C14
IMMEDIATELY FALLING INTO THE WATER. SUFFICIENTLY AWAY FROM THE 26155-4643 01 2008 1 OR 28657-3942 0513 12
WATER'S EDGE SHALL MEAN NO LESS THAN 20 INCHES (508 MM) FROM SCALE:20'-0"= 1'-0"
THE BARRIER TO THE WATER'S EDGE. DWELLING OR NONDWELLING WALLS
INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART OR ALL OF TH •'w''
"BARRIER" AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY Bt AS SHEET:
CLOSE TO THE WATER'S EDGE AS PERMITTED BY THIS CODE. a
A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT 1 OF 3
DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE
fl DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL
\� /� ao
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r�� \ �,o
n
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Y
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d Q n
NOTE: THIS DESK AN \ W
NOTE: PROVIDE G
CONTINUOS SINGLE # 8 COOPER ALTERNATIVE AND/OR EQUIVALENT
BONDED IN FOUR POINT(360-) - —\ TO COMPLIANCE WITH O
AROUND POOL & SPA N.E.0 2008 ART. 680.26 C.
VENT LINE LENGTH.
O L
1 HP OR LESS PUMP: 30 FT 0
i 1 1 HP PUMP = 40 FT
2 HP PUMP = 55 FT
NOTE: BOND WIRE # 8 TO BE SECURED I 2 1 HP PUMPOR LARGER= 74 FT d
TO STEEL WITH APPROVED CLAMP.
TO BE ENCASED IN POOL FOUNDATION TO POOL EQUIP. VENT LINE DESIGNED TO PROVIDE
MIN. 3' OF COVE POOL/SPA AROUND CLAMP \! RELEASED IN 3 SECONDS OR LESS AT
A MAX. VACUUM OF 4.5" Hg. r
I I
NAILS OR 2" X 4" X 8" 0 16" I
EXISTING COLUMN SCREWS 3 1/2"
4" CONCRETE
TAPCON SCREWS 0 16"
EXIST. F.F. /016" POOL BOND
\ 0
� SCHEMATIC-
CI�f I E M /�/-�TIC EXISTING RESIDENCE
-- [—
4 'X 8' X 3/4"
PLYWOOD
TA CONOSCREWS
WEATHERPROOF GFI
!'
RECEPTACLE LOCATED 6-20
EXISTING FOUNDATION ��,�;!���it��i��!i�!i��%i��; FEET FROM POOL WATER EDGE EXISTING WALL WHIT NO " a
�� ,� GLAZE OPENING WITHIN 60 W
\/may iA��j °1
WATER EDGE
iii ,
EXISTING RESIDENCE
X/
SHORING NOTES:
NT LINE
NOTE:PROVIDE SHORING WHEN POOL IS CLOSER /x� i � 4
' �i�i� �i�i�i��%��i��; I INLET KIMMER -�
THAN 5 FT FROM EXISTING FOUNDATION
�i��i �i��i �i�i �i �i�i�
SHORING NOT REQUIRED WHEN SOIL ;���i����i���T�i � i��i���i����i���i� � p pL filter
CONDITIONS EXHIBIT STABLE ROCK FORMATIONS. ������������������� �� � � �� /SA LGT V`��' 1f�
EQUIPMENT
�F P P1;0,I E E IC
HATCH DENOTE
#3 0 6" CENTERS _
SHORING DETAIL (WHERE POOL WALL M DATE:
� LOSER THAN 5 FT FROM
NO SCALE EXIST. FOUNDATION)
O
VACUUM NOTE: THE PIPING SHOWN IS A GRAPHIC U z
28 W /12V.. REPRESENTATION OF PIPE ROUTE,ACTUAL , •-�
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS /SAM LGT . INLET ROUTING OF PIPING AROUND POOL AND M M
I oho M
FROM PROPERTY LINES AND STRUCTURES PRIOR TO TO POOL EQUIPMENT MAY DIFFER FROM w �p
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THIS PLAN '. N
THE MINIMUN REQUIREMENTS, EITHER BY OWNER OR 12» MAX. HEIGHT
BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. FROM TOP OF z
CONTRASTING TILE COPING 18" W
ON STEPS & BENCH EDGE U W O
c
6
"
POOL WATER LINE-----,,
MAIN"DRAIN k JET JET AX 3 0 2013 I. w cq
IMPERVIOUS, SUP RESISTANT CONCRETE 5'-0" DEEP 1 I U M
-- - --- --- - l
3" 3" PAVER DECK SLOPED 1/8-X FT SLOPE .�...,. "
AWAY FROM POOL
#3 0 6" CENTERS 28 W /12V
JETS
I I .� I
(WHERE POOL WALL IS SAM LGT
CLOSER THAN 5 FT FROM I / � 00 ch
EXIST. FOUNDATION) (2)- `�
I INLET INLET SPA ELEV: 12" ABOVE � �
r 1 j JET JET ( POOL DECK N
0
BAR SPLICE
M
o SWIMOUT � C;20" MAX. BELOW s
o
WATER UNE
WALL SECTION A "
I N_ M
kA
NO SCALE !1 rN
v °o, �
1-1/2"
VENT LINE W N
-WARNIG: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE
.POOL MST BE U WARDUTHE OWNER MUST CONSULINTEAND POOL REPAIR CONTRACTOR POOL PLAN REV.
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. SCALE: 1/4"=1'-0" � SHEET:
2 of 3
DATE:08/2 9/ 1 3
POOL DECK POOL WATER LINE /� POOL DECK SALT SYSTEM.:
STRUCTURAL NOTES:
W
AIR RELIEF
ALL WORK SHALL COMPLY WITH THE F.B.C. CODE 2010 EDITION.
--��j o � " THE AMERICAN CONCRETE INSTITUTE ACI-318-10, ASCE-7-10 c�QP
P
I v . I' - AND ALL OTHERS APPLICABLE CODES AND REGULATIONS. CARTRIDGE
PROVIDE #3 ® 9" �� v 0j A POOL FILTER WITH 200 �Q�CV 0
" SQ FT. OF SURFACE AREA O
HOR. & VERT j MAX. SLOPE 1':T 'n \j/�
PROVIDE ® 9 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY n 4 �� + QO 4P�:
X, A/AA HOR. & VERT COMPRESSIVE STRENGTH OF 3000 PSI, rZ QQ.
ANTI VORTEX \\//\\ 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
MANINDRAIN V�/j��� STRENGTH OF 60.000 PSI. � OVA`
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) PC+ 0
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. TURBO CELL Z J \��`
YDROSTATIC 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A . S�
NOTE: PROVIVE 18" MIN. SPLICE °RELIEF VALVE RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING `L
AND 3" MIN. CONCRETE COVER PROVIDE SET IN WASHED PRINCIPALS.
3 ® 6" EACH WAY ROCK BED 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS
# TOP AND BOTTOM OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE
(MIN. SPLICE 18" ) APPUCA11ON OF HEAT TO THE STEEL
NOTE: BALL VALVES OL
TYP POOL SECTION SOIL STATEMENT MAY BE SUBSTITUTED S� RECIRCULATION PUMP
FOR MULTIPORT VALVES
NO SCALE A VISUAL INSPECTION AT JOB SITE SHOWED A SOIL COMPOSED OF `L VARIABLE SPEED "
3 # 2/0 THW CU. SAND AND ROCK. A BEARING CAPACITY OF 2000 P.S.F. HAS BEEN 1 ►
N 2 HP KITH 100 GPM AT 60 TDH �
ASSUMED. FURTHER MORE, UPON BREAKING OF GROUND, A JN
1 # 6 THNN CU. GRND. AND ATTESTING BTHATBTHE SITE CONDITIONS INAR OFFICIAL MILAR VERIFYING
IN 2 C. EXIST.
00 AMP. t0 THOSE UPON THE DESIGN BASED. ; ISOMETRIC
FPL SERVICE PANEL.
EXISTING
200 125
AMP. E AMP. NEW 125 AMP. y� 2. HP BLOWER I-r"i o0
DISC. DISC. SUB-PANEL. �I O W
POOL DECK 6 iv 12" 12" 12" �^ WATER LINE u, cM•�
� � W
TRANSFORMER O W W
w
E ST IN TIMER / PUMP & UGTH SWITCH PLUMBING NOTES:
a W ~
200 2 # 12 THHN COMB -vv�w�A��AV j co M
AMP (2) 2P 20 AMP. W
M TER 3 # 1/0 ( PUMP & BLOWER )� / 1 1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, � �/
1 # 6 G. 2# 12 THHN ` i v; 3 RISERS AT PVC-PW, NON-THREADED, NSF APPROVED SUPPORTED CONTINUOSLY F+� H
1-1/2" PVC COND 1 P 15 AMP.(UGTH) JB PROVIDE #3 0 9" �I 10" EACH ON GROUND OR ON MAXIMUM 4'-0" CENTERS WITH CLEVIS HANGERS. �
1 12 THHN CU. GROUND. SW HOR. & VERT ±-� 2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL N
# PRESSURE PIPING 1 1/2- DIAMETER UNLESS OTHERWISE NOTED. FFF ill (7-1 SALT SYSTEM / "?� cn
/ 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL
PROVIDE AHJ- GFCI 3/4 " x 2" BUILDING DEPARTMENT REQUIREMENTS. F--r
i,, 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED
BRAKER FOR POOL PUMP. 2 HP BLOWER BULLNOSE TILE ,
230 VOLT MATH TAMPERPROOF SCREWS. Z � M PROVIDE 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
F-7
3 ® 6" EACH WAY WITH THE FLORIDA BUILDING CODE.
# 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
POOL PUMP WILL (3) 28 W 12 V FLORIDA BUILDING CODE-PLUMBING SECTION 309 AS IT PERTAINS
RISER DIAGRAM FBC
COMPLY
E 403.9. 2010 VARIABLE RECIRC.PUMP
SPEED SAM LIGHTS TO BOUYA
7. THE WATER
VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS
NO SCALE THAN 8 FEET PER SECOND.
1.5 HP PUMP TYP STEP SECTION 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS
NO SCALE THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET . mom
RADIATION AND NORMAL OPERATING TEMPERATURES.
NOTE; PROVIDE #8 BARE COPPER BOND WIRE FROM LIGHT TO POOL POOL DECK POOL DECK� WA LINE
STEELWHERE A CONCRETE DECK IS NOT PROVIDED, PROVIDED A # 8 18" WATER LINE , TER "
BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE EQUIPMENT
TO PANEL PROVIDED SCREEN
.iii ? �- '�j��/;��v/�''i
WHERE A CONCRETE SLAB IS PROVIDED , THE BOND WIRE SHALL BE /`�%6"< ��� V/VViVA/VAi�A. MESH AT JOINT
CONNECTED FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS �� 6"
`� I TOP OF POOL OR SPA 3'-0* MIN{MUN
TO THE #5 REINFORC- LNG BAR IN THE PERIMETER SLAB FOOTING. A I�� � � I DATE:
BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL COPING, WHICHERVER HIGHER 1
TO THE EQUIPMENT TO THE ELECTRICAL PANEL 3" clear PROVIDE o v�
PROVIDE #3 ® 9" #HOR. & --� 6 3" MANDRRIEX O
+ MANDRAIN COVERS U
ELECTRICAL NOTES: HOR. & VERT c�`v a VERT G MI Z
s
1. ALLPOOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH 2010 i TEE 2 d M
FLORIDA RESIDENCE BUILDING CODE. �```���`� %,�, �`y�` �, SAME SIZE 2" fs. cn � w tn
2.ALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM WITH THE FLORIDA �' AS PUMP W tn
BUILDING CODE. " #3 0 6" EACH WAY 1 SUCTION
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10.0 OF POOL'S WATER EDGE, W/ 18 MIN. SPLICE PROVIDE W Ir
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, #3 ® 6- VENT. DETAIL U
A REVISED DRAWING SHALL BE SUB-MITTED AND APPROVED SHOWING EXPECTED AS NO SCALE
BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF EACH WAY JC'_\p1 vN > P1
NECESSARY. SWIMOUT SECTION S i 1/2" HYDROSTATIC RELIEF
5.ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL NO SCALE WALL SECTION JN`P �C��' TUBE . ONLY ONE REQUIRED
BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS AND NO SCALE " Q ''
U
RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR 1 12 W N
.112 � '-'
EXPOSURE TO THE ELEMENTS. `L cn
1 O c�
E-, U �n
POOL DATA MANDRAIN DETAIL 0 0 Cq
NO SCALE
POOL SPA O M
POOL DECK SURFACE AREA SQ.FT. 349 49
POOL COPING 9" 7 POOL COPING VOLUME GALLONS 9 800 950 p
j TURNOVER HOURS 1.6 0.15
FINISH PERIMETER FEE 89 28 H CA
20 (12" z �� DECK AREA ( SQ.FT) 600 Q O R;
POOL DECK 6 o_
POOL WALL CERAMIC TILE ,>� HYDROSTATIC UPLIFT
POOL WATER LINE o
1 PVC PIPE TO CONTRILLER\ N ELEV. TOP OF POOL WALL 9.10' ADJUSTABLE LID
4" MIN.FROM WATER DEPTH OF POOL 5.0' IR C1a p
, LEVEL TO TOP OF LENS
ELEV. TOP OF MAINDRAIN 4.10' WATER LEVE CONCTRETE 4 c•i
5" clear FLOOD CRITERIA 8.00
" �� ELEV. TOP OF MAINDRAIN 4.10 BASKET
PROVIDE #3 0 6 HOR. �� CERAMIC TIE ,
���`�� �� ���� �% PROVIDE ® 6" HOR. & VERT POOL IN FLOOD CRITERIA 3.9' THROAT MIN.75 SQ.IN.) W O
INTERIOR POOL FINISH & VERT /i ii i,�/ 7/�, " "
(DIAMOND BRITS) W/ 18" MIN. �� �i�ii.'�� v ? W/ 18 MIN. SPLICE(ONLY FOR ESS 2.0 HYDROST VALVE 1.9'
" / SPLICE(ONLY FOR RELIEF °I 9" SPA WALL) SLAB THICKNESS REQUIRED 9" POOL WA S T10N LINE W (4 t- N
1 1/2- PVC PIPE 9" SPA WALL
MIN. 16" - V ) NOT REQ'D.
R NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
PROVIDE / �'
" 6.7 FEET THEN THE FLOOR SLAB SHALL TAPER FROM SKIMMER DETAIL
#3 0 9 EACH WAY 6" AT THE SHALLOW END TO THAT INDICATED ABOVE NO scmz SHEET:
w/ 18 MIN. SPLICE PROVIDE AS SLAB THICKNESS REQUIRED.I ( N E X X U S) LIGHT DETAIL #3 ® 6 EACH WAY
3 OF 3
NO SCALE TYP SPA SECTION
APPROVED G,j13
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hl A:,A;-DA.DE COUNTY HEAL*M D EPARTMENT
PERMIT#:,, �
CATC-1 I cortvl o�3
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P.E dI '
t MIAM SHORES VILLAGE
C'SC ' -�
APPROVED BY DATE_
ZONING
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ELECTRICAL
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+ MECr110uIt"4:
csLCG.
SUBJECT TO COMPLLANCE WIT',, /t"G FE�EKAL
STATE AND COUNT( RULES AND
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