00-0078-004 BRICK OR STONE
6' CERAMICS WATER LEVEL COPING �8. ��,- 1211
y _ 2
: _
0 POOL FILTER WITH 150 - f --- - 4 RISERS At 10�ia ' EACH
MAX. I:'i SLOPE 0 ,n \� AIR RELIEF VALVE SQUARE FEET OF FILTER NOTE: :rtEi= 3TEEL - -- OF
\gyp / SURFACE AREA NOT REQUIRED
_ P• _ OPTIONAL 2' TILE OF /
�umr� iiiii� 11/2 POOL WASTE CARTRIDGE - _ /
.- 2�\z -_ _- '�-�_ CONTRASTING COLOR
6' THICK GUNITE WALLS REINFORCED WITH ANTI VORTEX 1 1/2' HYDROSTATIC VALVE - - \,
" 3 BARS AT 10' CENTERS BOTH WAYS MAINDRAIN SET IN 3/4' WASHED ROCK BED RECIRCULATION PUMP I
' NOTE: SECURE MAINDRAIN GRATE 2 HP, '10 GPM AT 60' TDH 5 HP HEAT PUMP STE F D E TA I L
(o THICK GUNITE FLOOR SLAB REINFORCED WITH SCREWS. SELF-PRIMING NO SCALE
WITH +' 3 BARS AT 10 ' CENTERS BOTH WAYS.
FOOL 5ECTION
N
\A gyp \ g\ --
NO SCALE �p \�\\A \,� � 0 w
POOL COPING WATER LEVEL I�1' Q Q
60A UL APPROVED �yq ������ MAX 0 O
AQUADYNE PANEL A� Q_ =
• 5P 2' TILE STRIP OF Z -.
1-2P-20A Q/z SAME THICKNESS CONTRASTING COLOR
1-1P-15A GFI 110Y/12Y AS WALL V cc�
TRANSFORMER EQUIPMENT I SOi�'IE TF I C
FPI. 200 ® ° NO SCALE O
METER O AMP / ••• +10 TPWN FOR 20OW S UJ f 1„I O U�' D �'�4 f !.0
PNL Oil 014 THWN FOR 1r2W z
NO SCALE
2 014 THWN 2 • — THWN + 1 012
IN1 1 z? THWN ;,THWN IN v GOND.
CON
TIMER < 6 POOL LOAD CALCULATIONS: POOH COPING POOL DECK
SWITCH
JUNCTION LIGHT q
BOX GENERAL LIGHTINGi 1500 80. FT. x 3 WATTS / 80. FT. = 4500 WATTS WATER LEVEL A
3 "12 THWN IN APPLIANCE AND LAUNDRY ROOM = 4500 WATTS _ .
1/2, CONDUIT 2 HP PUMP RANGE = 12000 WATTS MIN. 75 SQ. IN.
r BASKET ui
t,
ELECTRIC i`I S i� I�4C�i` 1„I DISHWASHER 800
200 WATTS SIR/ 11/2' TURBO u u
No SCALE REFRIDGERATOR = 1200 WATTS TURBO RETURN O �
DRYER = 5000 WATTS BOOST '� m 4
WATER HEATER = 4500 WATTS INLET 2' SUCTION t V.... T. 4
TOTAL = 33-100 WATTS p
MIN. 18' BEL W WATER POOL WALL STEEL POOL LIGHTING - 2-15 WATTS 5fGIi„I1„f S CT f 01 1
LEVEL
11 NON METALIC CONDUIT �-
Y` TO JUNCTION BOX TOTAL = 33'315 WATTS NO SCALE O
LIGHT BODY
FIRST 10 KW AT 1009. = 10000 WATTS J 23'315 WATTS WATTS AT 409. = 95 JO WATTS h
2 +'3 BARS BOND WIRE TO TOTAL = 1959c� WATTS OPTIONAL STONE t
ACROSS NICHE POOL STEEL BRICK OR 131101
COPING 7
AIR HANDLERS = 10000 WATTS WATER LEVEL
STONE 1
HEAT PUMP = 5500 WATTS COPING W
POOL PUMP = 2500 WATTS N �: — !. Z
UNDEi�WATER LIGHT DETA I!_ ---:f 16 BENCH � � �C-4 iii
z - �
TOTAL = 37590 WATTS / 240 VOLTS = 156b2 AMPS � SEAT
NO SCALE Lu 0 '
N
lu
SWIMMING POOL r
1 C4
ANTIVORTEX-` WALL
MAINDRAIN Q
SAFETY NOTES:
6' THICK SHOTCRETE SPA FLOOR AND � E `�
NOTE: SECURE MAINDRAIN GRATE WALLS REINFORCED WITH "3 BARS AT M '4 I ;'_"�
I. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT WITH SCREWS. LU � G
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE 1�'CENTERS.
PLUMBING NOTES: POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N5PI-5-95.
:> 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST FOOL -}- I
I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL 5FA I OO SEC I I OI V Y '
PVC-PW,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOUSLY INCLUDE THE FOLLOWING STATEMENT: NO SCALE
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS
HANGERS' 'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
S HALL BE 45 DEGREE BENDS. CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
. S
3. ALL SUCTION PIPING SHALL BE V DIAMETER AND ALL RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. AND/OR CARDIOPULMONARY RESUSCITATION (CPU).'
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH (�
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 3. ALL DOORS WITH DIRECT ACE55 TO THE POOL AREA SHALL BE W lu Q q
5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 SQ. IN. EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN n Q G
OPEN AREA. THE DOOR OR ITS SCREEN IS OPEN. POOL ,AND S}�,� D,�T,4: u .
6. A 12'x12' MA NDRAIN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE. SPA POOL SWIMMING POOL O O
POOL, SPA AND HOT TUB BARRIERS:
r ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY 49 SURFACE AREA (SQ. FT.) 436 0- cn
ELECTRICAL NOTES: WITH SECTION 5007 OF THE SFBG AND SPECIFICALLY
1000 VOLUME (GALLONS) 12000 -�
50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE 1 TURNOVER (HOURS) 8 4 Q 3 r
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES 28 PERIMETER (FEET) 103 Z l
WITH NATIONAL ELECTRICAL CODE. AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS DECK AREA (SQ. FT.) a-18
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR 0
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND uJ r f
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO IK
OF POOL'S WATER EDGE. BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED
YDizOST,4TIC UPLIFT
4. SHOULD THE(ELECTRICAL RISER DIAGRAM NOT ACCURATELY WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE ELEV. TOP OF POOL WALL 95 fr
x MILTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DEPTH OF POOL 6.0 _
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. DOOR ELEV. TOP OF MAINDRAIN 3.5
FLOOD CRITERIA 7 0
STRUCTURAL NOTES: ELEV. TOP OF MAINDRAIN 35
SOIL NOTE: POOL IN FLOOD CRITERIA 3.5 &E,41 L..
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY LESS 2'0' HYDROSTATIC VALVE
k BASED ON A VISUAL INSPECTION OF THE SITE,
COMPRESSIVE STRENGTH OF 3000 PSI. SLAB THICKNESS REQUIRED 6' �v•'.ti
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE t� . , -.
STRENGTH of 60000 PSI. FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN °-
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) HOWEVER, IF DURING EXCAVATION, CONDITIONS 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
rt- ;•
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. OTHER THAN ABOVE ARE ENCOUNTERED, THE 6' AT THE SHALLOW END TO THAT INDICATED ABOVE PE•
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A ENGINEER SHALL BE NOTIFIED.
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING AS SLAB THICKNESS REQUIRED. 12a�
PRINCIPALS.
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