PLANSELEV. TOP or POOL WALL
8.0
413
DEPTH OP POOL
6.0
14000
ELEV. TOP or MAINDRAIN
2.0
10
FLOOD CRITERIA
5.5 .
88
ELEV. TOP OP MAINDRAIN
2.0
594
POOL IN FLOOD CRITERIA
3.5 •
LESS 2'0' HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6'
`�
41
SURFACE AREA (SQ. FT.)
413
1000
VOLUME (GALLONS)
14000
1.0
TURNOVER (HOURS)
10
24
PERIMETER (FEET)
88
DECK AREA ('O. FT.)
594
6' CERAMI
6' THICK GUNITE WALLS RE NFORCED WITH
• 3 BARS AT 10' CENTER= 50T1-4 WAYS
6' THICK GUNITE FLOOR el-1 REINFORCED
WITH " 3 BARS AT 1D ' CENTERS BOTH WAYS.
F.P.L.
METER
1254 UL APP OYED
AQUADYNE PANEL
■
1- 2P -50A
I- 2P -20A
1 -1P -154 GFI '
_L 1 .
0
3 "12 TI-11.1.N IN
1/2' CONDUIT
PLUMBING NOTES:
PNL
TIMER t
SWITCH
STRUCTURAL NOTES:
200 B a
AMP
ELECTRICAL NOTES:
11
1 "5 BAR CONTINUO1�18
4' CONC II
8' ` 6x6 10 /10 W.M.R
SL4IE3 SECTION
NO SCALE
WATER LEVEL
ANTI VORTEX
MAINDRAIN
POOH. SECTION
110V/12 V
TRANSFORMER
2 "14 THWN
+ 1 0 13 THWN
_ IN 1/2' COND.
2 HP PUMP
0
1E SLAB
JUNCTION
24V D.G. TRANSFORMER
NOTE: SECURE MAINDRAIN GRATE
WITH SCREWS.
NO SCALE
, 10 "10 THWN FOR 300W
0 14 TI FOR 15W
5 HP HEAT PUMP
2••"• TH1.1k4 +1
TIA N N I' COND.
I2V
POOL
LIGHT
TO CHLOR MATIC
ELECTRIC f ISER DI,4CCRAM
NO SCALE
I PIPING SHALL BE SCI- {EDULE 40,
SF APPROVED SUPPORTED CONTINUOUSLY
M 4'0' CENTERS WITH CLEYIS
I. ALL POOL AND EQUIPM
PYC -PW, NON - THREADED,
ON GROUND OR ON MAXI
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 I I/2' DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL BE IN ACCORDANCE WITH
ARTICLE 50043 OF TI-4E SQUTN FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPE • SCREWS.
6. A 12'x12' MAINDRAIN G • TE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
1. ALL POOL ELECTRICAL •RK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRIC • CODE.
2. ALL ELECTRICAL GROU •ING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE • TIONAL ELECTRICAL CODE.
3. NO OVERHEAD WIRING S ALL BE LOCATED WITHIN 10'0'
OF POOL'S WATER EDGE.
4. SHOULD TI-4E ELECTRICA RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, REVISED DRAWING SHALL BE SUB-
MITTED .AND APPROVED 8 AOWING EXPECTED AS BUILT CONFIGURATION
WITH ADD ITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL 8t1ALL HAVE A MINIMUM YIELD
STRENGTH OF 60,00 PSI.
3. ALL DECK CONCRETE (UJHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF TI-415 PROJ CT HAS INCORPORATED A
RATIONAL DESIGN APPROA BASED ON ACCEPTED ENGINEERING
PRINCIPALS. II
BRICK OR STONE
COPING
11/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
MIN. 18' BELOW WATER
LEVEL
2.3 BARS
ACROSS NICHE
RECIRCULATION PUMP
2 HP, 10 GPM AT 60' TDH
SELF - PRIMING
EQUIPMENT ISOMETRIC
5P '0"\i'#) pG��
BOND WIRE TO
POOL STEEL
POOL WALL STEEL
1' NON MEt4LiC CONDUIT
TO JUNCTION BOX
-LIGHT BOUY
UNDERWATER L IG T DETAIL
SAFETY NOTES:
8011- NOTE:
AIR RELIEF VALVE
1 1/2' POOL WASTE
3 WAY VALVE
NO SCALE
BASED ON A VISUAL INSPECTION OF TI-4E BITE,
SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSP.
HOWEVER, IP DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
NO SCALE
WEIR
TURBO
Boost
INLET
POOL, SPA AND H0T TUS BARRIERS:
ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY
WITH SECTION 5001 OF THE SPEC AND SPECIFICALLY
50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 18
BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR 18 OPENED AND
EE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
SE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. THE DEACTIVATON SWITCH 314ALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
DOOR
1. A PERMANENT SAFETY WANTING SIGN SHALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE
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 31-1ALL
INCLUDE THE FOLLOUJING STATEMENT:
3. ALL DOORS WITH DIRECT ACE88 TO THE POOL AREA SHALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR OR ITS SCREEN IS OPEN.
4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A
SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
POOL FILTER WITH 150
SQUARE FEET OF FILTER
SURFACE AREA
CARTRIDGE
3 WAY VALVE
POOL COPING
WATER LEVEL.
'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU).'
POOL DECK
MIN. 15 SQ. IN.
BASKET
I �z' TURBO
RETURN
2' SUCTION
SKIMMER SECTION
NO SCALE
5 NP HEAT PUMP
NOTE: STEP STEEL
NOT REQUIRED
SPA POOL
18' 12' 12'
�L1
--
°
STEP DETAIL
POOL COPING
SAME THICKNESS
AS WALL
NO SCALE
__WATER LEVEL
2' TILE STRIP OF
CONTRASTING COLOR
SWIMOUT DETAIL
NO SCALE
OPTIONAL STONE
BRICK OR 13' 10' . _ , y , COPING
STONE
COPING
n
iv
16' BENCH
SEAT
n
6' THICK SHOTCR:ETE SPA FLOOR AND
12' WALLS REINFORCED WITH "3 BARS AT
10' CENTERS.
SP4 POOL SECTION
4 RISERS AT 10 ' EACH
OPTIONAL 2' TILE OF
CONTRASTING COLOR
■
MM.
SWIMMING POOL
ANTIVORTEX/ WALL
MAINDRAIN
NO SCALE
POOL 4ND 6P4 DATA:
1-4YDIROST4TIC UPL
SWIMMING POOL
NOTE: IF TI-4E POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' At THE SHALLOW END TO THAT INDICATED ABOVE
4,9 SLAB THICKNESS REQUIRED.
4
ui
u_
co co .
13 uj
Hi m 0
d)
NE
93rd
STREET
SEUJER
SIT= FLAN
121.50'
18.84 WIRE MESH FENCE
14.82
16.93
NE tat AVENUE
RESIDENCE
- 1829
CcND/ ( )A/ 5 Dui ro
C� { -puck- t5 eNcMac�anJ
-�` I/a�'�r�e P
r" c r'� � S-e L� (NG L ' 0 S t?" j"O r {a �5 �
D� �
o
P D L ExcLDSucee� gut �"
/)gyp j ' Ec "�c�e
i ' 9
9 a1e5
a.0
INLET
l'x18'
SWIMOUT
VACUUM
DECK -O -DRAIN
STRAIGHT OR
CURVED WALL UNIT
EXISTING
RESIDENCE
I' STONE CAP
GLASS BLOCK SET IN
TYPE 'M' MORTAR
%► BLOCK LADDER
REINFORCEMENT
POOL -SPA WALL
E3L-OCK DETAIL-
Bt LLNOSE
COPING
EXISTING PATIO TO BE
TOPPED UJ/ SUNDEK
WEATI- IERPROOF CPI
RECEPTACLE LOCATED 10 -20
FEET FROM POOL WATER EDGE 0
No SCALE
GLASS
BLOCKS
3' DEEP
4 BLOCKS ACROSS
3 BLOCKS DOWN
POOL
EQU IPMENT
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