01-0397-007 SHEET
BRICK OR SCONE POOL FILTER WITH 100 .
= 6' CERAMICS WATER LEVEL COPING SQUARE FEET OF FILTER 12 12 12 ^
is �J•
SURFACE AREA
0 AIR RELIEF VALVE CARTRIDGE —
MAX. 1:'I SLOPE 61 y. a'( / 4 RISERS At 101/{ ' EACH
nmr „ gp\� 1 1/2' POOL WASTE NOT REQUIRED EL OF
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OPTIONAL 2' TILE OF
6' THICK GUNITE WALLS REINFORCED WITH ANTI VORTEX � RECIRCULATION PUMP CONTRASTING COLOR
3 BARS AT 10' CENTERS BOTH WAYS MAINDRAIN 1 1/2' HYDROSTATIC VALVE 1 HP, 50 GPM At 60' TOW
MAINDRAIN WASHED SELF-PRIMING' THICK GUNITE FLOOR SLAB REINFORCED NOTE: SECURE GRATE L \aP�O Cr E F DETAIL
WITH • 3 BARS AT lo ' CENTERS BOTH WAYS. WITH SCREWS NO SCALE
POOL SECTION
00P U
NO SCALE .'A'sto PU _
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3 010 TWWN + 1-2P-20A yq 0-1
1 110 TWIN IN POOL COPING f - in -1 m
3j4, COND 1-1P-15A WI POOL DECK
J/ 2 pYNE PANEL E QU I Pl`�ENT I SOMA TR I C WATER LEVEL - �— -^Z 4;1i--•;
—� _MIN. '15 SQ. IN.
FPL. 200 NOTE: NO SCALE WEIR BASKET c(��j �?
Z
METER O BASED ON INFORMATION PROVIDED THIS / 1'is' TURBO
AMP +
PNL OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR TURBO RETURN -
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1-2P-30P THWN ••• 70 THWN FOR 200W THE PROPOSED ADDITIONAL POOL EQUIPMENT MIN. 18' BELOW WATER �, POOL WALL STEEL 80087 2' SUCTION � Z
tHWN •14 THWN FOR 15w LOAD. LEVEL I' NON MEtALtc CONDUIT INLET ^COND.TIMER 10V/12v 2 • ••• THWN + 1 012 _ t0 JUNCTION BOX
SWITCRANSFORIE tHWN IN 1' COND.
LIGHT BODY
POOL SKIMMER SECTION
JUNCTION NO SCALE Q
3 MZ tHWN IN LIGHT
►12' CONDUIT Box ACROSS NICHE POOL STEEL O
1 HP PUMP ut
UNDERWATER LIGHT DETAIL
ELECTRIC fig'ISER DIAGRAM NO SCALE � �Q
NO SCALE 4
O
NOTE: PROVIDE 08 BARE COPPER BOND WIRE CONTINUOUS FROM 1 05 BAR CONTINUOUS POOL COPING WATER LEVEL p
4' CONCRETE SLAB Q IQ
LIGHT to POOL STEEL. (2 POINTS 180 DEGREES APART)t0 DECK
STEEL (WHERE PROVIDED)TO EQUIPMENT BONDING.
_2 -- ' -
't 8' 6x6 10/10 W.M.R. MAX _0 J
/� ` 2' TILE STRIP OF
SL,48 SECTION SAME THICKNESS CONTRASTING COLOR u�
AS WALL
NO SCALE
GENERAL NOTE: S W I M O U T D E T A I L Z � c
NO SCALE 0 `�
THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE
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APPLICABLE CODES IN THE AREA IN WHICH THE PROJECT IS POOL, SPA AND HOT TUB B _gZ
ARRIERS: 1L r W IX r
LOCATED. THE SOUTH FLORIDA BUILDING CODE WAS UTILIZED FOR
MIAMI DADE COUNTY, THE BROWARD EDITION ISSS, WAS UTILIZED ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY 0
IN BROWARD COUNTY. THE SOUTHERN STANDARD BUILDING CODE WITH SECTION 500-7 OF THE SFBC AND SPECIFICALLY
WAS UTILIZED IN MONROE COUNTY. 500-12 (10) (aa) 'ALL DOOR WITH ACCESS t0 THE d)
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES }—
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS LU m
PLUMBING NOTES: BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR Z
A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND
I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME t0
PVC-PW,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOUSLY BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED sz
ON GROUND OR ON MAXIMUM 410' CENTERS WITH CLEVIS WITH A MANUAL MEANS t0 TEMPORARILY DEACTIVATE THE ALARM
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE
SHALL BE 45 DEGREE BENDS. LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL DOOR
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SAFE'T'Y NOTES:
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. Lu
5. ANTI voRtEx MAINDRAINS SHALL HAVE ITS PLACE SECURELY 1.,A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT p
FASTENED WITH TAMPERPROOF SCREWS. ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE J :z hi
6. POOL VACUUM SHALL COMPLY WITH SECTION 5002B b POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI-5-95. Lu
OF THE SOUTH FLORIDA BUILDING CODE. O !D Q r
2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST POOL. DATA: � � s O up
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL ,
ELECTRICAL NOTES:
INCLUDE THE FOLLOWING STATEMENT: to
SURFACE AREA (SO. FT.) 319 J `r !i
'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL VOLUME (GALLONS) 0000
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE .CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT TURNOVER (HOURS) 10 W LL-1 B
WITH NATIONAL ELECTRICAL CODE. RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION PERIMETER (FEET) 81 Ul
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. N
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM AND/OR CARDIOPULMONARY RESUSCITATION (CPU(.' DECK AREA (AQ. FT.) 280 N
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA
OF POOL'S WATER EDGE. SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. HYDROSTATIC UPL TI=T
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION 4. THE POOL AND/OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A ELEV. TOP OF POOL- 8B
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY DEPTH OF POOL 5.0
BARRIER INCLUDING A SPRING-LOCK SELF-CLOSING GATE. ELEV. TOP OF MAINDRAIN 35
STRUCTURAL NOTES: FLOOD CRITERIA 6
SOIL NOTE: ELEV. TOP OF MAINDRAIN 3B S L
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY POOL IN FLOOD CRITERIA
COMPRESSIVE STRENGTH of 3000 PSI. BASED ON A VISUAL INSPECTION OF THE SITE, LESS 2'0' HYDROSTATIC VALVE
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE SLAB THICKNESS REQUIRED 6' ;�,�• �� ( '
STRENGTH OF 6fd
000 PSI. FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. (Y,
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) HOWEVER, IF DURING EXCAVATION, CONDITIONS NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN ��- u`
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. OTHER THAN ABOVE ARE ENCOUNTERED, THE 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A 1 l,1 1
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING ENGINEER SHALL BE NOTIFIED. 6 At THE SHALLOW END TO THAT INDICATED ABOVE '
PRINCIPALS. AS SLAB THICKNESS REQUIREp. ;,102 cW -
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22nd, 2001 ,
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