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REVISIONS
OAT 8Y
/,t1X' it'll :
APP'D
•
NO 185 • 18x24 •
4 —
, , f cr does
/ ✓i$ /So c /4y I--- -1
atAU�
'0 AN
•
(14 4tv
ELEV. TOP OF POOL WALL
15
''
DEPTH OF POOL •
5.0
1
ELEV. TOP OF MAINDRAIN
25
,
MIAMI DADE COUNTY FLOOD CRITERIA
6.0
✓
ELEV. TOP OF MAfNORAIN
25
POOL IN FLOOD CRITERIA
35
✓
LESS 2'0" HYDROSTATIC VALVE
15
✓
SLAB THICKNESS REQUIRED
6"
✓
SURFACE AREA (SQ. FT)
314
VOLUME (GALLONS)
11000
TURNOVER (HOURS)
4
PERIMETER (FEET)
83
DECK AREA (SQ. FT.)
331
•3 BARB AT 10 " CENTERS
BULLNOSE
COPING
t
e *3 BARS AT 10 " CENTERS .■
POOL SECTION
ELEC. 3 •3/0 THHN
METER 2 COND.
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
300W: 2 10 THHN + I "12 THHN
150W: 3.12 THHN
15W OR 100W: 2.14 THHN + 1.12 TI-41-4N
ALL 1/2" CONDUIT
AIR RELIEF
VALVE -
POOL FILTER,
CARTRIDGE 120 SQ.
FT. OF SURFACE AREA
W
SAND BED
2004
DISC.
INLET
3 .3/0 TI-11-4N +
1 11-4 -N IN
2" COND.
NATURAL GRADE
OR COMPACTED
FILL
POOL :CALL
MAX SLOPE
I : 1
NO SCALE
4 0 12 THHN + 2.14 THHN
N 1 CONDUIT
I- IP -15A
1- 2P -20A
TIMER
16V TRANSFORMER
JUNCTION
60X (TYP)
t \AP : -0)%‘ X i ‘P #)
BRICK PAVERS
AVER DETAIL
NO SCALE
ANTI VORTEX
MAfNDRAIN
HYDROSTATIC
RELIEF VALVE
SET N WASHED
ROCK BED
ELECTRIC RISER
NO SCALE
RECIRCULATION PUMP
11/2 HP, 15 GPM AT 60' TDH
SELF PRIMING
*3 BARS AT 10 " CENTERS
•3 BARS AT 10 " CENTERS
NOTE: POOL PANEL LOCATED IN
IIMME D IIATE N7 TY OF EQUIPMENT.
ALL 3 12 THHN IN 1 /2" COND.
11/2 HP RECIRC. PUMP
EQUIPMENT ISOMETRIC
NO SCALE
3"
6 'I
NOTE: ALL PIPING 81ZE8 SHOWN ON THE EQUIPMEN
ISOMETRIC SHALL BE MANTANED TO FITTINGS.
EXCEPTION: ALL INLETS MAY HAVE Ik' PIPE
WALL FENETRATIONS TO NLET FITTINGS AND
DETAILS CN THIS SHEET SHOWING OTHER SIZES.
g4R gPL ICE
UJALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR SLAB STEEL I8 BENT
INTO WALL.
WATER LEVEL
WEIR
CERAMIC TILE
THROAT
POOL WALL
3 • 10 " CENTERS
NOTE: PROVIDE 1 8 BARE COPPER BOND WERE FROM LIGHT TO POOL STEEL WHERE
A CONCRETE DECK IS NOT PROVIDED, PROVIDE A'8 BARE COPPER BOND
WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL.
WHERE A CONCRETE BLAB 16 PROVIDED, THE BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE 5 REINFORC-
NG BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED
FROM THE PERIMETER STEEL TO THE EQUIPMENT TO NE ELECTRICAL PANE -.
ELECTRICAL NOTES:
L ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED N COMPLIANCE
WITH FLORIDA BUILDING COPE.
1. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONfOr 1
WITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRNG SHALL BE LOCATED WITHIN 10'0"
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK A RE 1SED DRAWING SHALL BE SUB-
MITTED AND APPROVED 61-1AOWNG EXPECTED A8 BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
ADJUSTABLE LID
SKIMMER D ETAIL
NO SCALE
CONCRETE
BASKET
(MIN 15 SQ.IN.)
SUCTION LINE
NOTE:
BASED ON INFORMATION PROVIDED T1-116
OFFICE, NE EXISTING SERVICE 16 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
T
3, "x2" BULLNOSE TILE
S NOSING
- •3 BARS AT 10" C/C
VERTICAL AND HORIZONTAL
POOL DATA:
PLUMBING NOTES:
L ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS HANGERS.
1. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL
PRESSURE PIPNG 1 I/2' DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MANDRANB Si-A;.L HAVE ITS PLATE SECURELY
FASTS ED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
b. ALL PIPNG SHALL BE INSTALLED N ACCORDANCE WITH THE
FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING &HALL
BE LESS THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
9. ALL PIPNG SHALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TE 1PERATURES.
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
SOLID CONCRETE
SUJI1" IOU " SECTION D E M
REQUIRED
NOT
NO SCALE
HYDROSTATIC UPL IFT
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
AB SLAB THICKNESS REQUIRED.
• ALLOWS FOR WALL SKIN FRICTION OF 30 POP
AND THICKNESS OF SLAB
qi 35
u 30
Z?
N 25
8 20
X 15
SEE LAYOUT PLAN
BULLNOSE TILE
(OPTIONAL)
6" 8" 10" 12" 14" lb'"
BLAB THICKNESS
18"
- 3, 4 "x2" BULLNOSE TILE
SEAT NOSING
•3 BARS AT 10" C/C
VERTICAL AND HORIZONTAL
SUJIMOUT SECTION
(ALTERNATE) NO SCALE
/2 ""
/2 "
STEP SECTION
NO SCALE
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
POOL SAFETY DEVICES:
AS FER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE
PROTECTED (AT THE OWNER'S EXF'ENSE1 UNAUTHORIZED AQCCE68
IN ACCORDANCE WITH ONE OF THE FOLLOWING:
1. A PERIMETER FENCE SHALL BE LOCATED AROUND NE POOL UTILIZING A PART
OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH ARTICLE 4142J1 OF THE FLORIDA BUILDING CODE
ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYING WITH THE ABOVE NDICATED ARTICLE.
IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER, ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM
SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 18 EITHER HARD
WIRED OR OF NE PLUG -N TYPE. THE EXIT ALAF91 SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. NE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18
OPENED AND SE CAPABLE OF BENG HEARD THROUGHOUT THE HOUSE
DURING •ORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LCNCsER THAN 15 SECONDS. THE DEACTIVATION SWITCH 614ALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR
1. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE
SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER THE NET OR COVER SHALL BE N COMPLIANCE WITH ABTA FI346 -9L
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES N HEIGHT SHALL
BE NBTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO NE
WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED
AT CNE END WHICH CM ONLY BE REMOVED BY TOOLS.
4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED N
COMPLIANCE WITH ITEM 3 ABOVE.
STRUCTURAL NOTES:
I. ALL POOL CONCRETE SHALL DEVELOP A MNIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P81.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60000 PSI.
3. ALL DECK CONCRETE (WHEN NBTALLED UNDER THESE
PLANS) SHALL HAVE A MNIMUM 18 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
4. THE DESIGN OF 114I6 PROJECT 14A8 INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED
ENGINEERING PRINCIPALS.
5. ALL REINFORCING SPLICES SHALL BE 16" IN LENGTH UNLESS
OTHERWISE NDICATED ON THESE PLANS.
SOIL NOTE:
BASED ON A VISUAL INSPECTION OF THE BITE,
601L CONDITIONS, ROCK AND BADARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PBF.
HOWEVER F DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
NOTE:
140SE BIBS WNACUUM BREAKER REQUIRED
PROTECTION OF WATER SUPPLY TO COMPLY WITH FBC 4242.6.6.5 4242.9
DISPOSAL TO COMPLY WITH FBC 4242.10
COVERS REQUIRED, PLANS TO COMPLY WITH FLORIDA ENERGY CODE 612J abe 132
WATER HEATING EQUIPMENT TO COMPLY WITH FBC. 4241.14
SWIMMING POOL WATER HEATING EQUIPMENT SHALL CO4FOR1 TO THE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF
RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF
COMBUSTION AIR VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS
CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE NBTALLED WITH
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER F.B.C. 4142.14.4
TEE
SAME SIZE • � ?a
AS IMP / 4"
SUCTION
>
� G�\ \".
_ tee Uti
11/2" HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
NO SCALE
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
CLAMP TO BE ENCASED IN DECK
SLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP
1 /2 " NON METAL IC CONDUIT
TO JUNCTION BOX
2.3 BARS
ACROSS NICHE
UNDERUJATER LIGHT ><-4T DETAIL
NO SCALE
VENT LINE LENGTHS:
1 HP OR LESS PUMP 2 30 FEET
1v2 HP PUMP • 40 FEET
2 HP PUMP • 55 FEET
21/2 HP OR LARGER • 14 FEET
VENT LINES DESIGNED TO
PROVIDE RELEASED IN 3
SECONDS OR LE86 AT A
MAX VACUUM OF 4.5" Hg.
PROVIDE SCREEN
MESH AT JOINT
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
IS HIGHER VENT DETAIL.
NO SCALE
POOL WALL STEEL
LIGHT BOUY
2
JUNE 20, 2005
NOTE; ALL PIPING 5I-101.N ON THESE PLANS IS TO BE SCHEDULE 40, PVC-RV, NON THREADED, NSF APPROVED. PIPING SNOUJN A8 CURVED IS FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS.
FROM MAINDRAINS
POOL
EQUIP
BRICK ON SAND
R2
I0'-10'
EXIST. TERRACE
EXIST.
SLAB
1 , 6 ,, x5 , 0 "
SWIMOUT
NOTE, CONTRACTOR SHALL VERIFY ALL SETBACKS
FRONT PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUM REQUIREMENTS, EITHER BY OUNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL SE NOTIFIED.
EXISTING
RESIDENCE
POOL LAYOUT
1/4".1
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
1 - 3 "
J
NOSE
ING
FENCES, WALLS, HEDGES
INSTALLED ON ALLEY MUST
ALLOW 40 SQ. FT. FOR
TRASH CANS, TREE TRIMMINGS, ETC.
ri
35.91 -
POOL REQUIREMENTS:
SELF-CLOSING/ SELF- LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON-CLIMBABLE.
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
WITH A 4' FENCE ON
OWNER'S PROPERTY
21.46
SELF CL�INck
SELF LATCHING
GATE —
n
SEPTIC
TANK
ALARMS TO BE PROVIDED ON
ALL DOORS AND WINDOWS WITH
OH DIRECT ACCESS TO POOL DECK
ELECTRIC
SERVICE 15.00
5.00
T 1 - 11
150
4' CHAIN
L INK =E 'ICE
METER
PANEL.
IJ�
tit.
EQUIP
15.00
N.E. 911H STREET
SITE FL,4N
1 " ■ 20'
83,83
SELF CLOSING
SELF LATCHING
GATE
• P
1 ZON
I
S■RUCTURPL
ELECTRI L
PLUM66 NG
1
h'ECHAN AL
Zoning
Approved
.., 2/LY
J tv'I SHCVS VILLAc
BY
�ULJLCT TO _ MFLI Ai;.�E ••lt E.,ER.'
STATE AND COUNTY RULES iAND REGuLJ110
!ti C zA4 -CA, "
DATE
SHEET
/
d)
u Nst
N
%fER Pte:
ER
E 20, 2005
DA