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SEPTIC
LANK
200 A.
U.G. SERVICE
2' SAN0 BED -
ROCK BASE -
51.75
4875
SITE PLAN
SCALE : 1/20 =I' -0'
SHELLSTONE ON BAND
0 EQUIP
POOL WALL
112.50'
112.50'
NE Slth STREET
POOL COPING
RESIDENCE
15RICK ON SAND E DETAIL
NO SCALE
4' CHAIN LINK FENCE
(TYP.)
WATER
SEE SURVEY
FOR POOL
EQUIPMENT
LOCATION
WEATHERPROOF
GF1 RECEPTACLE
LOCATED 10 -20
FEET FROM POOL
WATER EDGE
INLET
/�
6PRITZER6
STRAIGHT OR
CURVED WALL UNIT
DECK -O -DRAIN
TOP OF POOL -8PA WALL
C L4S5 BLOCK DETAIL
NO SCALE
EXISTING
RESIDENCE
I' STONE CAP
GLASS BLOCK SET IN
i d TYPE 'M' MORTAR
BLOCK LADDER
REINFORCEMENT
POOL-SPA WALL
200W
12V
LGT
\\ !/, \ /
TURBO
SKIMMER \ � /
4 BLOCKS ACROSS
3 BLOCKS DOWN
GLASS
BLOCKS
3' PEEP
EXISTING
PATIO
2' -8'
SHELLSTONE
ON SAND
ELEV: +12'
ACCESS
67
its
p
111 Q
O O i
oko
J
9
1U
R. P.E.
cl 1N •
9 ER
6 Pt. 7th, 2000
DATE
BRICK OR STONE
COPING 6' CERAMICS WATER LEVEL
6' ' THICK CONCRETE WALLS REINFORCED WITH
* 3 BARS AT 10 ' CENTERS BOTH WAYS
METER
6 ' THICK CONCRETE FLOOR SL4F3 REINFORCED
WITH * 3 BARS AT 10 ' CENTERS BOTH WAYS.
3 .1 tHUN «
I +'f0 Tf• IU 4 IN
'4' cOND.
0
200
AMP
PNL
•
1 -2P -304
TIMER 4
SWI TcH
3 «12 THU1N IN
CONDUIT
POOL SECT I ON
NO SCALE
125A UL APPROVED
AQUADYNE PANEL
1 2P - 20A
I-
IP - ISA GFI
JUNCTION
IUITH BOX
2 HP PUMP
1 *10 tHU.N FOR 200W
"14 TH11.N FOR 15W
110V/12 V
TRANSPoRt1ER
2 14 t 4 2 -! •. tHU N 1012
In t/2‘ COND. THW`1�N 1 ' • D.
.; /I2v
POOL
TYP
TO CHLORMATIC
24V D.C. TRANSFORMER
ELECTRIC RISEN [DIAGRAM
NO SCALE
PLUMBING NOtEB:
1 ALL POOL AND EQUIPMENT PtpiNG SHALL 15E SCHEDULE 40,
PYC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLl_V(6
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
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
ARTICLE 50043 OF THE 001111-1 FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAIN6 SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL COMPLY WITH SECTION 5002.5 b
OF THE SOUTH FLORIDA BUILDING CODE.
ELECTRICAL NOTES:
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0'
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
STRUCTURAL NOTES:
1. ALL POOL coNCREtE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60 ,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
4. THE DESIGN OF THIS PROJECT HA6 1NCOh ORATED aH 2500 P81.
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
1 1/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
MIN. 18' BELOW WATER
LEVEL
T
2*3BARS
ACROSS NICHE
12 1), AIR RELIEF VAL
1 1/2' POOL WASTE
RECIRCULATION PUMP
2 HP, 10 GPM AT 60' TDH
SELF- PRIMING
\Ap ��� k \I AL A
eA4
� A� p,GU ti¢
z z, N VN Ba '`�� X 0 5
�0 05 y1 A�
e 12
EQUIPMENT ISOMETRIC
NO SCALE
BOND WIRE TO
POOL STEEL
3 WAY VALVE
\ . � 0 �' ?A'
POOL WALL STEEL
I' NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BODY
UNDERWATER LIGHT DETAIL
NO SCALE
POOL, SPA AND HOt TUI=3 BARRIERS:
ALL POOLS, SPAS AND HOT TU136 SHALL COMPLY
WITH SECTION 5001 OF TI-4E SFBC AND SPECIFICALLY
50012 (10) (aa) 'ALL DOOR WITH ACCESS 10 THE
POOL SHALL BE EQUIPPED WITH AN ALARM 11.4N1CH PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 16
BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER TI-4E DOOR 15 OPENED AND
BE CAPABLE OF EMITTING A SOUND OP SUFFICIENT VOLUME To
BE HEARD IN TI-4E DWELLING. THE ALARM SHALL 8E EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
DOOR
S
POOL FILTER WITH 150
SQUARE FEET OF FILTER
SURFACE AREA
CARTRIDGE
3 WAY VALVE
POOL COPING
POOL DECK
WATER LEVEL
WEIR
TURBO
1:3008.
INLET
I•
SAFETY NOTES:
1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM TI-4E
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95.
2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT 16 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU)'
3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE
EQUIPPED WITH AN ALARM WH1G1-4 PRODUCES AN AUDIBLE ALARM WHEN
TI-4E DOOR OR ITS SCREEN IS OPEN.
4. TI-4E POOL AND /OR SPA SHALL. NOT BE FILLED WITH WATER UNTIL A
SEPARATE PERMIT NA8 BEEN OBTAINED FOR AN APPROVED SAFETY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
SOIL NOTE:
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 P3P.
1 - 4OWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
MIN. 15 SQ. IN.
BASKET
,,.
I TURBO
RETURN
2' SUCTION
SKIMMER SECTION
NO SCALE
NOTE: STEP STEEL
NOT REQUIRED
18' 12' 12'
MRS
I
OPTIONAL 2' TILE OF
CONTRASTING COLOR
STEP DETAIL
NO SCALE
POOL COPING
WATER LEVEL
MAX I/ 0i
2' TILE STRIP OF
CONTRASTING COLOR
val
SAME THICKNESS
AB WALL
SWIMOUT DETAIL,
NO SCALE
BRICK OR 13• 10' COPING
STONE WATER LEVEL OPTIONAL STONE
/
COPING
4 RISERS AT 10 ' EACH
ANTIVORTEX - SV.'►MM POOL
MAINDRAIN WALL
610' THICK ' CENTERS. SHOTCRETE SPA FLOOR AND
12' WALLS REINFORCED WITH *3 BARS AT
SPA POOL SECTION
NO SCALE
POOL AND 5P4 DATA:
SPA POOL
SWIMM POOL
38
0.
468
12000
10
SURFACE AREA (3Q. Ft.)
VOLUME (GALLONS)
TURNOVER (HOURS)
IGEORREMEMEMNI
91
NYD :OSt4TIC UPLIFT
EV. OP • POO 1.5
DEPTH OF POOL 5.0
ELEV. TOP OF MAINDRA(N 2.5
FLOOD CRItERfA 6.0
ELEV. TOP OF MAINDRAIN
POOL IN FLOOD CRITERIA .5
LESS 2'0' HYDROSTATIC VALVE 35
SLAB THICKNESS REQUIRED I.5
•
6'
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
61 FEE. THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
A8 SLAB TNICKNE88 REQUIRED.
`
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