13-1200-002RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES (F.B.R.C.
2010, 424.2 CHAPTER 41 )
RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R4101.17.1 THROUGH R4101.17.1.8
THE TOP OF THE BARRIER SHALL BE AT LEAST48 INCHES 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 SE 2 INCHES 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.
OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4 -INCH DIAMETER 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, 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.
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 i-/4 INCHES IN WIDTH.
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A2-1/4 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.
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE
DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-N4 INCHES.
ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R4101.17.1 THROUGH R4101.17.1.iAND
SHALL BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE. PEDESTRIAN ACCESS GATES SHALL OPEN
OUTWARD AWAY FROM THE POOL AND SHALL BE SELF - CLOSING AND HAVE A SELF - LATCHING DEVICE.
GATES OTHER THAN PEDESTRIAN ACCESS GATES SHALL HAVE A SELF - LATCHING DEVICE. WHERE THE
RELEASE MECHANISM OF THE SELF-LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE
BOTTOM OF THE GATE, THE RELEASE MECHANISM SHALL- BE LOCATED ON THE POOL SIDE OF THE GATE AT
LEAST 3 INCHES BELOW THE TOP OF THE GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING
GREATER THAN 1/2 INCH WITHIN 18 INCHES 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 WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN
ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE
ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD
ACTIVITIES, THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. 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 A5OVE THE THRESHOLD OF THE DOOR.
2. OTHER MEANS OF PROTECTION, SUCH AS SELF - CLOSING DOORS WITH SELF-LATCHING DEVICES OR
DOORS WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE
THE THRESHOLD, WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY, SHALL BE ACCEPTED.
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 R4101.17.1.1 THROUGH R4101.17.1.10 WHEN THE LADDER OR STEPS ARE SECURED,
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIAMETER
SPHERE.
INDOOR SWIMMING POOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH
R4101.17.1.9
PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES,
EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS.
CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE
REPORTING ANY INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR TO ANY CHANGE REQUIERED,
OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY
REQUIERED REVISION TO THE PLAN.
POOL GENERAL NOTES.
i. SWIMMING POOL WAS DESIGNED ACCORDING TO 1 AND ANSVNSPI4, ANSVNSPI -5
2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A•615. GRADE 60
3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED.
4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL
5. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE
THAN ONE HOUR DISCHARGE.
6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS
CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM.
7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION LINE.
8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE
" AREA OF THE SUCTION LINE (4'DIA M;N.).
9. ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE
STRENGTH OF 3000 P.S.I.
10. ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS.
11. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING
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.
12, THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR
REQUIRED SETBACKAREAS. 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.
13. DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS.
14. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATERTEMPERATURE DOES NOT
EXCEED 102 DEGREES FAHRENHEIT.
ELECTRICAL NOTES.
1, INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICALSCHEMATIC DIAGRAM. INSTALL
DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50' OF FUSED SWITCH AT SERVICE POINT, ELECTRICAL
LIGHT CONNECTION TO COMPLY WITH NEC 660 -1575 ART. 680.
2. ALL METALLIC PARTS OF THE WATER STRUCTURE, INCLUDING CONDUITS, PIPING SYSTEM,
REINFORCING STEEL OF THE POOL SHELL, COPING STONES, DECK, FIXTURE HOUSING, LADDERS AND
THEIR SUPPORTS SHALL BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON
GROUND [680.26(C)I. BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN A#8 COPPER WIRE.
3. NO RECEPTACLES SHALL BE INSTALL WITHIN 10' OF DISTANCE OF WATER EDGE.
4. ALL DISCONNECTING MEANS [ARTICLE 4041 AND SWITCHES MUST BE LOCATED AT LEAST 5 FT.
HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID
FENCE, WALL, OR OTHER PERMANENT BARRIER [680.22(C)I.
SITE PREPARATION
1.EXCAVATION SHALL REMOVE ALL GRASS. WEEDS, ROOTS, AND ANY DEBRIS.,
2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL SE REMOVED AND REPLACED WITH
STRUCTURAL FILL.
3. SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS SACKFILL.
4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED, THE DEMUCKED SURFACE SHALL BE
COMPACTED.
5. FILL THEM IN LIFTS NOT EXEEDING 12 INCHES IN LOOSE THICKNESS.
6. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION
EQUIPMENT.
7. FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL. FILL MATERIAL SHALL
HAVE A MAXIMUM PARTICLE SIZE OF 3" AND NO MORE THAN 10 % PASSING THE No. 200
SIEVE.
SOIL STATEMENT:
FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD - BEARING
CAPACITY OF 2000 PSF. THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED
WITH SANDY MATERIAL. AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND HAS BEEN
BROKEN A LETTER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT A
REGISTER PROFESSIONAL ENGINEER OR ARCHITECT HAS OBSERVED THE SITE AND THE SOIL
CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN WAS BASED.
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LEGAL DESCRIPTION:
36 54 40 MAP OF LARKINS PINES PB 24 -20 LOT 18 & N1 /2 LOT 17
BLK 3 LOT SIZE 75.000 X 140 OR 27674 -1626 041101
ACCORDINGTO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK , PAGE OF THE PUBLIC RECORDS OF MIAMI DADE
COUNTY, FLORIDA.
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LEGAL DESCRIPTION:
36 54 40 MAP OF LARKINS PINES PB 24 -20 LOT 18 & N1 /2 LOT 17
BLK 3 LOT SIZE 75.000 X 140 OR 27674 -1626 041101
ACCORDINGTO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK , PAGE OF THE PUBLIC RECORDS OF MIAMI DADE
COUNTY, FLORIDA.
LEGEND DOPTH MIN. STEEL
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BARRIER SCHEDULE
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ALL WINDOWS AND DOORS
F.B.C.R4101.17.1 THROUGH R4101.17.1.
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TRANSF COLOR
EQUIPOTENTIAL BONDING GRID REQUIREMENTS
1 PHASE
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UNLESS THERE IS AN EXISTING FENCE OF THE 2010 EDITION N.E.C. 680.26 (C) 1#12THHN G • JB 75W
( COMPL KING WI TH F.B.R.C. 2010, 424.2 CHAPTER 41) 1 #21N VC IN vz" COND SPA COLOR
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NEW SWIMMING POOL & SPA ONNECTED TO BUILDING FOOTING • GFI RECEPTACLE WET NICHE
10' MIN 20' MAX. APPROVED FLEXIBLE
FPL SERVICE REINFORCING BAR BONDED TO • FROM WATER LINE CORD i (1)1N (G)
SET(3- #4/0 THWN Cu) A 3/4" COPPER WATER PIPE IN 1 coND
EXIST. 6' HIGH WALL 1SET(3- #1/0 THWN Cu) STUB -OUT
IN 2" C(UNDERGROUND)
EXISTING ELECTRICAL RISER DIAGRAM TYPICAL SCHEMATIC CONNECTION DETAIL
N.T.S.
A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC.
B. NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S
WATER EDGE UNLESS IT 18' OR HIGHER.
C. GROUND ALL BOXES, LIGTHS, MOTORS, LADDERS, ETC WITH #8 GROUND WIRE.
D. DECK AROUND POOL REQUIRE (4) EQUAL SIDES BONDED WITHIN T OF THE RIM.
E. ALL SWIMMING POOL PUMPS REQUIRE GFCI BREAKERS AS PER NEC 680.228
F. COMPLY WITH NEC 680.22
G. COMPLY WITH FBC E 403.E
PRESSURE GAUGE & CARTRIDGE FILTER
PRESSURE RELIEF VALVE 320 S.F. -
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