11-1201-002SITE PREPARATION
1 1/24 VENT IN
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RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH 84101,17.1 THROUGH 84101.17.1.8
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY
WVMLL N I i I _
SECTION — ----------- - ------------- BURIAL
SEE PLAN SEE PLAN �'SEE WALL SECTION
FROM THE SWIMMING POOL, THEM AXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2
POOL. WHERE THE TOP OF THE POOL
# -777
INCHES MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING
WA ER L NE
WA ER
L
8 SOLID C�U.
STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THEE
THE TOP OF THE POOL
LINE
36" FROM
POOL
A POOL
A SPLIT BOLD A
BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN
SLIP-RESISTANT CONTOUR OF
STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES.
SPHERE.
R X-C' '(MAX.)
B STEEL B
STEEL
CONTRASTING POOL 360
IREBAR
APPROVED
OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4-INCH DIAMETER
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL
C'4
-7,: TILE NOSING ON DEGREES WITH 4
EQUAL BONDING
CLAU,P
CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
7 ul
LEADING EDGE
POINTS TO THE
L---
STEEL
DISTANCE BETWEEN THE TOPS OF THE
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE D
POOL STEEL 6" B
HORIZONTAL MEMBERS IS LESS THAN 45 INCHES, THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE
3
FOR REINFORCEMENT DEPTH MIN.
FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL. NOT EXCEED 1-3/4 INCHES IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS
SEE TYPICAL WALL
4 8
1 B
WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CU TOUTS SHALL NOT EXCEED 1-314 INCHES IN WIDTH.
SECTION
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL M EMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE
THIS POOL IS NOT INTENDED FOR DIVING
CL
A # 8 C�U�
HORIZONTAL MEMBERS IS 45 INCHES OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES, WHERE THERE
SEE
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,-SOLID
ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH,
SAME LEVEL
MAXIMUM MESH SIZE FOR CHAIN /.INK FENCES SHALL BE A 2-1/4 INCH SQUARE UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED
TYPICAL POOL SECTION
DOUBLE MAIN DRAIN L
7_ & TRENCH AS SURLY '
POOL
AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 1-314 INCHES.
"-
SCALE 1/4 V-0"
DETAIL
& RETURN WATER PIPE
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE
TO PUMP
SWIMOUT DETAIL
NO MORE THAN 1-314 INCHES,
ACCESS GATES SHALL, COMPLY WITH THE REQUIREMENTS OF 84101,17,1 THROUGH 84101.17.1,8 AND SHALL BE EQUIPPED TO
SCALE 3/4" 1 °-f}'® EOUIPOTENTIAL BONDING GRID DETAIL
ACCOMMODATE A LOCKING DEVICE. PEDESTRIAN ACCESS GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE
JUNCTIO
UNCTIO11—
SELF-CLOSING AND HAVE A SELF-LATCHING DEVICE, GATES OTHER THAN PEDESTRIAN ACCESS GATES SHALL HAVE A SELF-LATCHING
OX
BOX
TO COMPLY 2008 NEC 680,26 (6) & (C)
DEVICE, WHERE THE RELEASE MECHANISM OF THE SELF-LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF
ANTI-VORTEX GRATE i 112 MAIN
FOR SLAB REINFORCEMENT I
E GATE AT LEAST 3 INCHES BELOW THE TOP O= THE
THE GATE, THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE
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(6 SO, IN, MIN, OPEN AREA) ORMN VENT,
i SEE TYPICAL WALL SECTION 1 1
GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM,
-TYPICAL OF 2- 1 ,
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY:
WATER LINE
r" co
T-0" (MIN))
1. ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN
6- (MIN) CONC. ADJUSTABLE
AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30
F-O" MIN.
ALL AROUND COLLAR WEIR
D IN SUMP.
RA
SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL
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AUTOMATICALLY RESET UNDER ALL CONDITIONS, THE ALARM SHALL BE EQUIPPED WITH A
HOUSEHOLD ACTIVITIES� THE ALARM SHALL AU70MAT
SHALL LAST NO MORE THAN 15
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# 3 AROUND
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MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION
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DRAINS @ 9" DID
ABOVE THE THRESHOLD OF THE DOOR.
SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES AS
E.W. W /16" MIN LAP TO
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2. OTHER MEANS OF PROTECTION, SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES OR DOORS WITH POSITIVE
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✓ V, PVC
SLAB REINFORCING
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MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE THE THRESHOLD, WHICH ARE APPROVED BY7HE
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PERFORATED
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ADMINISTRATIVE AUTHORITY, SHALL BE ACCEPTED,
WHERE AN ABOVE POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POCK.
L.5
�TOIP OF FIXTURE
I
HYDROSTATIC
RELIEF VALVE
BASKET
-GROUND
STRUCTURE, AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING
I
(ACCORDING FBC 424.221,4)
I
SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS
112"
2` TREA
THE REQUIREMENTS OF 84101.17.1,1 THROUGH R4101,17.1.10 WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOV ED, ANY
I-1r2"x12" PIPE
VARIABLE LENGHT
OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIAMETER SPHERE,
!1- SKIMMER DETAIL
INDOOR SWIMMING POOLS, ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH R4101.17.1.9
STAINLESS STEEL LIGHT SUCTION LINE
PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, EQUIPMENT OR SIMILAR
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(SEE SIZE AT EQUIPMENT
NICHE (12 VOLT) TO COMPLY SCHEMATIC)
TO PUMP PER FBC 2007 424221.2
OBJECTS FROM BEING USED TO CLIMB THE BARRIERS.
WITH F.E.C. 200-1 AND NEC 680
CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY
(SEE PLAN FOR LOCATION) DOUBLE MAIN DRAIN DETAIL DROF
TO THE ARCHITECT/ENGINEER PRIOR TO ANY CHANGE REQUIERED, OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBLITY
WITH HYDROSTATIC RELIEF VALVE PER FBC 2007 42422,A VARIES SEE PLAN FOR
OF SUCH CHANGES AND ANY REQUIERED REVISION TO THE PLAN®
PRE-CAST CONC.
SECTION UNDER WATER LAMP
POOL GENERAL NOTES.
COPING OR ALTERNATE INTERLOCKING PAVERS
SCALE 3/4" V-0"
1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.R.C. 2007 CHAPTER 41 AND ANSIINSPI-8, ANSUNSPI-5
COPING ON COMPACTED SAND
-SPILT
2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615. GRADE 60
WAT ER LINE
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m 777/77-
ON ANALYSIS AS INDICATED.
3, POOL BUILDER TO FOLLOW FLOTATION
COPING
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4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL.
SEE PLAN - — — — — — — — — — — —
S. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR DISCHARGE.
12" 12" POOL DECK
6, WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS CONNECTION WITH A DOMESTIC WATER
SEE WALL SECTION
I WATER LINE
SUPPLY OR WATER DISPOSAL SYSTEM.
FOUR TIMES THE AREA OF SUCTION LINE.
7/M-7`7
7
7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA
WATER LINE
8, HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF THE SUCTION LINE (4"DIA.
- — — — — — — —
C'
3 @ 9" EA, WAY SIDE & ✓
MIN.).
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D
7' 77- 7 BOTT, TYPICAL,
6�
9. ALL FLOOR #" WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P°S].
1t7. 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
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11-- A) (12" MAX), RISER HEIGIIT
1!� L_._ WELL
POOL
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SHEATHING AND/OR SHORING, OR OTHER METHODS AS REQUIRED, THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE
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MUST BE UNIFORM.
COMPATED
SAFETY OF EXISTING STRUCTURE&
SETBACK AREAS. PLOT
EE B 2" FROM THE UNIFORA
=L'
4 FILL
12. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED
RISER HIT.
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PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL
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6"
C CONTRASTING TILE AT
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY
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EDGES, (OPTIONAL)
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION,
D) 240 Sig IN. MINIMUM AR:-A
11 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS,
14. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES
C,
OF FIRST STEP,
M
FAHRENHEIT.
ELECTRICAL NOTES.
1. INSTALL WIRING AND DEVICES AS INDICATED IN POO L ELECTRICAL SCHEMATIC DIAGRAM. INSTALL DISCONNECT SWITCH AT MOTOR IF
FOR REINFORCEMENT 0i
SEE TYPICAL WALL
STEEL TEXT FORM
NOT WITHIN 50' OF FUSED SWITCH AT SERVICE POINT. ELECTRICAL LIGHT CONNECTION TO COMPLY WITH NEC 660-1575 ART. 680.
OR KRAFT BOARD
2. ALL METALLIC PARTS OF THE WATER STRUCTURE, INCLUDING CONDUITS, PIPING SYSTEM, REIN FORCING STEEL OF THE POOL SHELL,
SECTION
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)], BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN A 48 COPPER WIRE.
3, NO RECEPTACLES SHALL BE INSTALL WITHIN 10' OF DISTANCE OF WATER EDGE.
4. ALL DISCONNECTING MEANS (ARTICLE 404) AND SWITCHES MUST BE LOCATED AT LEAST 5 FT. HORIZONTALLY FROM THE INSIDE WALLS
TYPICAL STEPS DETAIL TYPICAL WALL SECTION
OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER (680.22(C)).
SCALE 314" = 1'-0" SCALE 3/4" = 1 "-0"