PLANSNOTE: ALL PIPING Si -TOWN ON THESE PLANS IS TO BE SCHEDUL °- NON THRLADED, NSF APPROVED. PIPING SHOWN AS CURVED IS FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS. SOLAR INLETISJ IS A PROP1:2IETAKr NArtE csjV1=N ep: 7Hr PnOi. COMPANY FOR FLOOR fNLET.
NOTE& CONTRACTOR SHALL VERIFY ALL SETSACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
DXCAVATION. SHOULD ANY SETSACKS SE LESS THAN
THE MINIMUM REQUIREMENTS, EITHER ISY OWNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL SE NOTIFIED.
WEATHERPROOF GPI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
TILE BACK
OF RAISED
WALL
I�2 LOOP
EXISTING
RESIDENCE
POOL LAYOUT
1/4"•1'0"
4
1 VENT LOCATED A
MAXIMUM OF 30 FEET
FROM MAINDRAINS
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
ZO
12"
2 •4 BARS
•3 BARS AT 12" C/C
EACH WAY
E3E4M p TAIL
NO SCALE
EQUIP
1998
ALARMS,TO = PROVIDED
ALL DRS • D WINDOWS WIT
DIREC, A • SS TO POOL DEC
N.W 101 STREET
SITE FLAN
1 '•20'
WATER
40.8
L35.14
PANEL
METER
SEPTIC
TANK
SELF CLOSING
SELF LATCHING
GATE
200A OJ-I.
SERVICE
4' CHAIN
LINK FENCE
4.47E
GC
2
ELEV. TOP OF POOL WALL
15
"
DEPTH OF POOL'
5.0
/
ELEV. TOP OF MAINDRAIN
25
.'
MIAMI DADE COUNTY FLOOD CRITERIA
6.0
ELEV. TOP OF MAINDRAIN
2.5
POOL IN FLOOD CRITERIA
35
i
LESS 2'0" HYDROSTATIC VALVE
15
v
BLAB THICKNESS REQUIRED
6"
SURFACE AREA (SQ. FT.)
393
VOLUME (GALLONS)
0000
TURNOVER (HOURS)
3
PERIMETER (FEET)
83
DECK AREA (SQ. FT.)
400
*3 BARS AT 9 " CENTERS
BULLNOSE
COPING
*3 BARS AT 9 " CENTERS
ELEC.
METER
FOOL SECTION
NO SCALE
3 °3/0 THHN
2 COND.
CEMENT
WEDGE
SAND BED
3"3 /0THHN+
1 "6 11-41-IN IN
2" COND.
, U
200A
DISC.
INLET
MAX. SLOPE
1:1
2004
HOUSE
PANEL
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
300111: 2 10 THHN + 1 *12 THHN
1501.U: 3"12 THIN
1511.1 OR 100W: 2"14 THHN + 1"12 THHN
ALL 1 1" GONDU
AIR RELIEF
VALVE -
POOL FILTER
CARTRIDGE 15060.
FT. OF SURFACE AREA
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
BRICK PAVERS
PAVER DETAIL
NO SCALE
ELECTRIC RISER
NO SCALE
HANDHOLD DETAIL
NO SCALE
O
i!1
ANTI VO . C X
MAINDRAIN
HYDROSTAT IC
RELIEF VALVE
SET IN WASHED
ROCK BED
NOTE: POOL PANEL LOCATED IN
IMMEPIIATEE VIINCI ITY O EQUIPMENT.
2.10THHN +210THHN
IN 1/2" COND.
1 -2P -304 PUMP SWITCH
LIGHT SWITCH
WP I
JUNCTION
BOX (TYP)
TIMER /
16V TRANSFORMER
*3 BARS AT 9 " CENTERS
"3 BARS AT 9 " CENTERS
1 -2P -204
1- 1P -15A
3 4 12 THHN IN v2" COND.
TRANS
150W
fP' 04
1 , ..c0 A�1od 1 �a'
∎� A Cs ,0
: -
.,,
, 12.
,%
y E-
s = - ; 1x
l
RECIRCULATION PUMP
1 HP, 15 GPM AT 60' 7DH
SELF PRIMING
P EQUIPMENT ISOMETRIC
NO SCALE
811
6'
11/2 HP RECIRC. PUMP
AQUARITE
3 '12 7HHN IN 1/2" COND.
•
NOTE: ALL PIPING SIZES S-OUN ON THE EQUIPMENT
ISOMETRIC SHALL BE MANTANED TO FITTINGS.
EXCEPTION: ALL NLETB MAY HAVE III" PIPE
WALL PENETRATIONS TO NLET FITTINGS AND
DETAILS ON TNIS SHEET SHOWING OTHER SIZES.
311 311 *3 e 9 " CENTERS
y 1. 6 ,
8AR sm. IC
WALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR SLAB STEEL IS BENT
INTO WALL.
NOTE: PROVIDE 'S BARE COPPER BOND,WIRE FROM LIGHT TO POOL STEEL WHERE
A CONCRETE DECK IS NOT PROV,J,QED, PROVIDE A'8 BARE COPPER BONG
WIRE FROM TIE POOL STEEL TO THE EC}UIPMENT TO THE PANEL
WHERE A CONCRETE &LAS 16 PROVIDE°, T1-E BOND WIRE SHALL BE CONNECTED
FROM THE POOL STEEL TO THE REIKO IRCNG MESH CONTINUOUS TO THE 5 RENFORC-
ING BARN THE PERIMETER &LAS FOOTING. A SOND WIRE SHALL THEN BE CONNECTED
FROM THE PERIMETER STEEL TQ THE EQUIPMENT TO THE ELECTRICAL PANEL
ELECTRICAL NOTES: "' ` .-
•
1. ALL POOL ELECTRICAL SHALL BE ACCOMPLISHED N COMPLIANCE
WITH FLORIDA BUILDING CODE ,,•' s
2. ALL ELECTRICAL GROUNDING' liONDNG SHALL CONFORM
WITH THE FLORIDA BUILDING .
3. NO OVERHEAD WIRING 6HAL4. BE LOCATED WITHIN 10'0'
OF POOL'S WATER EDGE.
4. SHOULD TIE ELECTRICAL RISER DIAGRAM NOT ACAURATELY
DEPICT REQUIRED WORK A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED 6NAOWNG EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO TIE
ELEMENTS SHALL 13E ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT &NOUN ON THESE PLANE ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
TURBO
BOOST
INLET
SKIMMER SECTION
NO SCALE
NOTE:
BASED ON NFORIATION PROVIDED THIS
OFFICE, THE EXIBTNG SERVICE 16 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
PLUMSING NOTES:
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -RI, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 40' CENTERS WITH CLEVIS H ER8.
2. ALL SUCTION PIPING SHALL DE 2' DIAMETER AND ALL
PRESSURE PIPNG I U1' DIAMET 1R UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHA.L BE
N ACCORDANCE WITH LOCAL. BUILDING DEPARTMENT REQULRPENTS.
4. A;+ITI VOR'EX MANDRANS 54-IALL NAVE ITS PLATE SECL`LY
FASTENED WITH TFA'IPERPRCOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCOVANCE
WITH THE FLORIDA BUILDINGCODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE UM-1 TF4E
FLORIDA BUILDING CODE- PLUMSNG SECTION 309 AS It PER-
TAINS TO B:7U'ANCY.
1. THE WATER VELOCITY THROUGH ALL SUCTION PIPNGSHALL
BE LESS THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGH? ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
. ALL PIPING SHALL ESE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERA1UKtS.
S
EATNOSING 8E TILE
4 3 BARS AT 9 C/C
VERTICAL AND HORIZONTAL
SEE POOL SECTION FOR
FLOOR BLAB REINFORCING
SWIMOUT SE CON
NO TI SCAL
POOL DATA:
HYDROSTATIC UPL IPT
NOTE: IF TI-4E POOL IN FLOOD CRITERIA I8 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6 AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
• ALLOWS FOR WALL SKIN FRICTION OF 30 PSF
AND THICKNESS OF SLAB
6
SOLID CONCRETE
ADD I Tf ONAL
REINFORCEMENT NOT
REQUIRED
18" 36' 12"
BULLNOSE TILE
(OPTIONAL)
STEP SECTION
NO SCALE
8" 10 12" 14" 16'
SLAB THICKNESS
18"
3 /4 "x2" BULLNOSE TILE
SEAT NOSING
*30ARSAT9 /G
VERTICAL AND HORIZONTAL
SUJIMOUT SECTION
(ALTERNATE) NO SCALE
12"
/2 "
/2 11
/2 11
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
POOL SAFETY DEVICES:
AS PER THE FLORIDA BUILDING CODE, THIS POOL ANDPOR SPA .34'.LL 9E
PROTECTED (AT THE OWNER'S EXPENBEFRCM UNAL1 HORIZED AQCGESS
N ACCORDANCE WITH ONE OF THE FOLLOWING:
1. A PERIMETER FENCE SHALL DE LOCATED AROUND THE POOL UTILIZING A PART
OF THE 1-HOUSE AS A BARRIER N IS METHOD, AT TI-'E CI NER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA E1I1 DIN's C(AE.
ACCESS THROUGH THE BARRIER SHALL BE TI-4RIJUGH CJ: )SING p,1=LF
LATCHING GATES CONIPLYNG WITH THE ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE 15 TO BE USED AS THE BARRIER ALL DOORS
AND WINDOWS WIN DIRECT ACCESS TO TH=. POOL SHALL. BE EGICIPFED
WITH AN EXIT ALAI 1 COMPLYING WITH UL 2011 NAY HAS A ∎11NMI M
SOUND PRESSURE RATING OF 85 d5 A AT .0 FEET ,SAID I) EITI HARI)
WIRED OR OF THE PLUG -N TYPE. THE EXIT /LAW, 31-1..LL PROO:;.E A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18
OPENED AND BE CAPABLE OF DENG HEARD THROUGHOUT THE HOUSE
DURING NORMAL 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 LONGER THAN 5 SECONDS. THE DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 NCI-E5 ABOVE THE THRESHOLD OF THE DOOR
2. A SAFETY NET OR COVER SHALL 8E METALLED 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 46111 F1346 -9I.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES IN HEIGHT 51-IALL
BE NSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE
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 DE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE 16 NSTALLED N
COMPLIANCE WITH ITEM 3 ABOVE
NOTE: WALL MT'D. MAINDRAIN
MAY BE LOCATED AT ANY 360
DEGREE POSITION FROM THE
FLOOR MAINDRAIN.
ANTI VORTEX, ANTI S
MA INDRAIN INSERT
MAINDRAIN BODY
.� a
STRUCTURAL NOTES:
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REIt•FORCNG STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60000 PS1
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE
PLANS) SHALL HAVE A MINI 1i128 DAY COMPRESSIVE
STRENGTH OF 2500 P51.
4. THE DESIGN OF THIS PROJECT HAS NCORPORATED A
RATIONAL DESIGN APPROACH BASED CM ACCEPTED
ENGINEERING PRNCIPALS.
5. ALL REINFORCING SPLICES SHALL BE 15' N LENGTH UNLESS
OTHERWISE NDICATED ON THESE PLANS.
SOIL NOTE:
BASED ON A VISUAL- INSPECTION OF THE SITE, MI
SOIL CONDITIONS, ROCK D SANDARE ADEQUATE
FOR TIE DESIGN SEARING CAPACITY OF 2000 P6F.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOLAITERED,114E
ENGINEER SHALL BE NOTIFIED.
NOTE:
HOSE BIBS W/VACUUM BREAKER REQUIRI =D
PROTECTION OF WATER SUPPLY TO COMPLY WITH FSC 4242.6.65 1 4242.9
MO TO COMPLY WITH C 4242.10
COVERS REQUIRED, PLANS TO COMPLY WITH FLORIDA ENERGY CODE bl2J ai�c 2.32
WATER HEATING EQUIPMENT TO COMPLY WITH FAO 4242.14
SWIMMING POOL WATER HEATNG EQUIPMENT SHALL CONFORM TO THE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITN
ACCEPTED ENGNEERNG PRACTICES AND SHALL BEAR THE LABEL OF
RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF
COMSUBTION AIR, VENtNG AND GAO SUPPLY FOR LY REQUIREMENTS R WATER HEATERS
CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER FB.C. 4242.14.4
WALL MT'D. ANTI VORTEX
MAINDRAIN COVER
2I/" MAINDRAIN
L INE
Oy u 3�
CERTIFICATE: (A6ME /ANSI Al 12.198M-1981)
11/2" HYDROSTATIC
RELIEF TUBE
MAINDRAIN DETAIL
NO SCALE
NOTE: MAINDRAIN INatRI
SECURED W/ TAMPERPROOF
SCREWS
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
I '2" NON METALIC CONDUIT
TO JUNCTION SOX
2 i'3 OARS
ACROSS NICHE
POOL WALL STEEL
UNDERWATER LIGHT DETAIL
NO SCALE
VENT LINE LENGTHS:
BASED ON MANUFACTURER'S
SPECS. Ika" MNDRN. VENT NOT
TO EXCEED 30 FEET IN
LENGTH
VENT LINES DESIGNED TO
PROVIDE RELEASED IN 3
SECONDS OR LESS A7 A
MAX. VACUUM OF 4.5" Hg.
TOP OF LOWEST COPING,
YARD OR DECK WHICHEVER
IS HIGHER
PROVIDE SCREEN
MESH AT JOINT
VENT DETAIL
NO SCALE
syk
2
2
D.4T:
OCT. 30, 2004
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