00-0594-009 5 EET
BRICK OR STONE POOL FILTER WITH 120 12' 24' 12'
6' CERAMICS - - COPING SQUARE FEET OF FILTER
= WATER I EVEL SIIFZ-ACE AREA
fr AIR RELIEF VALVE CARTRIDGE NOTE: STEP STEEL — 1/ Oi�
MAX. 1:1 SLOPE 0 ANTI VORTEX - 4 RISERS At 10 .� ' EACH
in MAINDRAIN NOT REQUIRED
1 I/2 POOL WASTE
OPTIONAL 2' TILE OF
uwE CONTRASTING: COLOR
RECIRCULATION PUMP
5' THICK SNOTCRETE WALL-s,,q!1 !FcECED W:n I --
I 1-IP, 50 GPM At 60' TDH STEP DETAIL._
" 3 BARS At 12 ' CENTERS BOTH WAYS
11/2' HYDROSTATIC VALVE SELF-PRIMING --.___
6 ' THICK SHOTCRETE FLOOR SLAB REINFORCED SET IN 3/4' WASHED ROCK BED NO SCALE
WITH • 3 BARS AT 12 ' CENTERS BOTH WAYS.
POOL. SECTION
O w co
NO SCALE 1.�A -4 PGA � W � 0
\� ��`� WATER LEVEL ADJUSTABLE LID O N 0
\ WEIX. "
I I � I CERAMIC TILE THROANCRETE m U1 O �.,
I-ZP-20A QI.F I I�l� ISO I C KET (MIN -15 SQ.IN.)1-1P-15A 2 A 14 THWN + 1x'12 THU N F.P.L. 1/2' CONDUIT 2 0 14 THWN + 1 012 THWN NO SCALE POOL WALIN 1/2' CONDUIT UCTION LINE 0
cli
.4
METER O m
12 VOLT
HOUSE — JUNCTION POOL
PANEL /O TIMER I10Y/12Y BOX LIGHT
y SSG11�MER DETAIL
3. "12 THWN IN TRANSFORMER MIN. 18' BELOW WATER POOL WALL STEEL NO SCALE
1/2' CONDUIT 1 HP PUMP LEVEL - I' NON METALIC CONDUIT
r.
•�•�•�• t0 JUNCTION BOX
EL.EC I fR,IC RISER D IAG;RAM -LIGHT BOUY
NO SCALE
O
BOND WIRE TO
2 +'3 BARS .: POOL STEELr
ACROSS NICHE 0-
O n�
UNDERWATER LIGHT DETAIL.
POOL COPING NO SCALE
WATER LEVEL .�
Y24' w LE STRIP OF '�SAME THICKNTRASTING COLOR
AS WALL i
NO SCALE 1 05 BAR CONTINUOUS
/ 4' CONCRETE SLAB Q
� --��- ill � a
POOL, SPA AND HOT TUB BARRIERS: cA� % -- i' �Z�e
ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY
WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY
5001.2 (10)(aa) ALL DOOR WITH ACCESS TO THE ttil Q 0
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES SL A5 SECTION � �� (L� �
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS + 614 4
PLUMBING, NOTES: BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR NO SCALE L1
A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND Z i
w 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO :z:.: y
PVC-PW,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOUSLY BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED r +
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALAR1
HANGERS, FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THk; ty�
SHALL BE 45 DEGREE BENDS. DOOR jl%;�
3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED.'\'
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SAFETY NOTES:
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. _Q
5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT � ' w �
s FASTENED WITH TAMPERPROOF SCREWS. D `� O
6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL DATA-.
ANTIVORTEX TYPE. POOL AREA IN ACCORDANCE WITH APENDIX F AN5I/NSPI-5-95. `' u
2. THE WARNING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST Q,.,= w ?-
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL SURFACE AREA (50. FT.) 284 O U) 1- Z
ELECTRICAL NOTES: INCLUDE THE FOLLOWING STATEMENT: VOLUME (GALLONS) 8000 Q-
TURNOVER (HOURS) 8
1. ALL POOLELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE 'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL PERIMETER (FEET)
WITH NATIONAL( ELECTRICAL CODE. CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT DECK AREA (SQ. FT.) 452 Z Q
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION n
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. AND/OR CARDIOPULMONARY RESUSCITATION (CPU).' c,
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' m Ll
OF POOL'S WAFER EDGE. 3. ALL DOORS WITH DIRECT ACCSS t0 THE POOL AREA SHALL BE
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- THE DOOR OR ITS SCREEN IS OPEN. HYDROSTATIC UPLIFT
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 85
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. SEPARATE PERMIT WAS BEEN OBTAINED FOR AN APPROVED SAFETY DEPTH OF POOL 5
BARRIER, INCLUDING A SPRING-LOCK SELF-CLOSING GATE. ELEV. TOP OF MAINDRAIN 35
STRUCTURAL NOTES: FLOOD CRITERIA 1.0 ,
SOIL NOTE: ELEV. TOP OF MAINDRAIN 35
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY POOL IN FLOOD CRITERIA 35 L
COMPRESSIVE
STRENGTH OF 3000 PSI. BASED ON A VISUAL INSPECTION OF THE SITE, LESS 2'0' HYDROSTATIC VALVE 15 A, .•'
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE SLAB THICKNESS REQUIRED 6' �`,' 4
STRENGTH OF 60,000 PSI. FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) HOWEVER IF DURING EXCAVATION, CONDITIONS NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
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 ENGINEER SHALL BE NOTIFIED. 6' AT THE SWALLOW END TO TWAT INDICATED ABOVE H IR( P• a`..
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING clvl AS SLAB THICKNESS REQUIRED. 1zz ,�'
PRINCIPALS. j
14th, �0(dPa�.