HomeMy WebLinkAboutPOOL PLANS3X4
PAD
113
+6"
/STEP
LE 00
3 5 R
18„ PROVIDE HAND HOLDS
AS REQUIRED PER FBC
a ® OR MAINTAIN 4" GRABABLEBLE
SURFACE
A (DETERMINE IN FIELD)
SPILLWAY
1e' I BENCH
®� 3 FT
TILE STEP EDGES
59 ft. 2.0 in.
r
a
300 WATT
L.E.D.
Vac
OVERFLOW
SKIMMER
W/AUTOMATIC FILL
IN
IN
TILE EDGE
18"
BABY FENCE PLANTER+s
------------ ----------------
SAFETY BARRIER NO CLOSER THAN 20" FROM WATERLINE POOL BARRIER PER FBC 2004
E
+K o
m G
m DECO -DRAIN
A
15 in. RUN 6 in. RISER '
15 in. RUN 6 in. RISER ,.
0
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20' max.
/ *LOCATION OF GFI RECEPTACLE
FTO BE DETERMINED IN FIELD PER NEC 680
COVERED -PATIO
RAISED AREA ELEV. & GRADE
RAISED CONCRETE
EXPOSED & TOPPED
MUST HOLD 35 PSI FOR AT
NOW: POOL PUMP MOTOR LOCATED ABOVE
PIPING SCHEMATIC LEAST 30 MIN.
ELECTRICAL DIAGRAM AND CFI
GRADE. PROVIDE SEPARATE CIRCUIT FOR
(NO'SCALE)
OUn-E" PER 2005 NEC.
PUMP MOTOR(S)AND HEATER(S) ETC
(NO SCALE)
WATER LEyEL
ALL PLUMBING SCH. 40
PRES URE
RAIN TIGHT OUTDOOR NOTE: INSTALL 125V 15
PVC. SUCTION SIDE 2"
FILTER
GAUGE
LEC011CAL PANEL AMP WEATHERPROOF
RETURN SIDE 1.5"
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN
G.F.I
LEAST 10' AWAY AND
$
ao
APPROVED ONDUIT(SIZED
OUTLET
NOT MORE THAN 20'
Z
RETURN LINE
PER LOAD)
FROM THE INSIDE WALL
WIRING TO POOL LIGHT IN
THEPOOL
WASTERPUMP
CONDUITOF
PUMP
UNDERWEIGHTMOTORUL
APPROVED DECK BOXFORDIRECTCONNECTIO
"TDOORMKAPPROVED
SKtMME
TOWET NICHE
EL AND SWITCHES MUST BE AT
MAIN
LEASTS'FROMTHE INSIDE WALL OFTHE POOL
NICHE ENCASED
DRAIN
(2)ALLELECTRICALWIRINGAND EQUIPMENT
INGUNITE�
POOL V HT
SWITCH MUST INSTALLED W ACCORDANCE WITH THE
3' APART
UNDERWATER EITHER INDOOR OR 2005 EDITION OF THE NATIONAL ELECTRICAL
^
LIGHT OUTDOOR
CODE
POOL FINISF
HAIR & LINT
APPROVED WIRING IN 1"
CLEARANCE
VIDEELECTRICAL
PROPER WORKINICAL
Q
CATCHERP
CATCHER
SCH M PVC W/ #8
EQUIPMENT
SPACES FOR ELECTRCALEQUIPMENTASPER
SPACE
TO VENT
(COMPONENT OF PUMP)
BONDING CONDUCTOR
HO-25 OF NFPA TO
CONDUIT
BE SECURED IN
UNDERWATER
PLACE SO
TNICHE LIGHT DETAIL
iH
THAT TOOLS
(NO SCALE)
ARE REQUIRED
FOR REMOVAL
D
GRROUNDOUND CLAMP
CONTINUOUS BOND WIRE
THREADE
COMMON TO POOL STEEL,
PLUG
RAILS & EQUIPMENT
GRAVELBED
GRADE
OR VTO 4'
SLOPE
FLO-KRETE
11 ft. 2.0 in.
_E-QUIPOTENTIAL BONDING -GRID
PER N.E.C. 2005 SEC. 680.26
(WHERE ADOPTED)
POOL DETAIL
BE
TEED IN CENTER
BETWEEN DRAINS
VENT LINE NOT TO
BE FURTHER THEN
•
(2.) ANSI / ASME
40 FT. FROM POOL
HYDROSTATIC RELIEF
DRAIN COVERS
25' MAX. WET LENTH
DEVICE INSTALLED IN
AREAS THAT EXCEED V
°
WATER TABLE IN SHELL
F
TO AIR VENT
MINIMUMA2)
SUCTION LINES PER
PUMP 3
FT. SEPARATION
POOL PATIO
'V MY IL��I I 0GRAVEL BED
1 AL MAIN DRAIN 2" PVC
VENT LINES TO BE 1" MIN 2" MAX PVC
APPROVED WITH FBC %6 -
N
M
3X4
PAD
POOL DECK TO HAVE
SCREtN ENCLOSURE.
RFPAbATC OCDMIT
FOOTER DETAIL
(2) #3 REBAR OR
(1) #5 REBAR
8" OD
8"
NO SCALE
BURIED POWER LINE
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2XS CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HAND HOLD TOBE INSTALLED ATARE
WHERE DECK RAISED-F' (/`
ABOVE POOL
APPROVED WITH R4101.6.6.3 OF
THE 2004 FLORIDA BUILDING
CODE RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 16' MAX. LENGTH 34'
MIN. DEPTH 3' MAX. DEPTH 6'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE INTERIOR FINISH GEM FILTER CJ200
PUMP MAKE PER FBC 4101.20 DANDY P.H.P.0
PUMP HP: POOL 1.5 HP SPA 1.5 HP
TIMER INCL 1.5 H.P. 112 G.P.M.
LIGHTS POOL (1) 300 WATT SPA 100 WATT
_-_—_
TRNFORM: POOL 300 WATT SPA 100 WATT
MAIN DRAIN_ .POOL —2-SPA 4
SKIMMER (1) _
RETURNS: POOL 3 SPA 2
JETS: POOL NA SPA 4
VALVED VAC LINE INCL FILL LINE INC
DISCHARGE LINE TO GROUND
CHLORINATOR INLINE
HANDRAIL NA LADDER NA
SOLAR HEATER -INC
PAD
EXISTING PATIO NA
PER FBC
DECK DRAIN INC _
4101.22(9.2)
GALLON CAPACITY -POOL 15,250 GAL.
GALLON CAPACITY -SPA 600 GAL.
EQ
TUR"VER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 10_ ft./s
VERIFY
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL — 448 SQ._FT. $$�
LOCATION
- -
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XOCVERXEADOPEH4WRECVERPOOLWATER.
". P.TRTRpNLE FLLTER 6NALL NpV E L F4IXATUN MTE NOT TO 63CF®F OPM I9F.OP FBTFA ARFA. HO
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f6 CONIMCTOH SHALL VEWIA'ALL ONOE SL NB SCAL SMM N6 AT AM ROTORSeTMTWO MEPRO.IECT.
CgORACIORbXALLVEGFV LOCAigHOFELECINWRL SERYR:E BYFAAL. COMPANY.
1E.6PECML gTIEN1XIH 51WLLBE 0VEITOE tIH(i FOVHDRTdaLtOPREVENTVNOFNIYIWO.
JOB NAME: BESSEMER
ADDRESS: 1103 TILTON ROAD
ST. LUCIE COUNTY _
PERMIT NO.:
DATE DRAWN: JULY 8. 2008
DRAWN BY: F. DELROCCO
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
T
7
#8 GROUND WIRE
SCALE: 1/4" = 1'
12" MAX:
a
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
48" MAX
PER NATIONAL ELECTRICAL CODE
(iii IY h�FALt1
SCANNED
WATER�DEPTH
)-10" MIN.
a
STEP DETAIL
BY
e e
Sf. LuceeCou*,,
!I
1. TREAD IS MIN. OF 10" WIDE.
Z RISER NOT GREATER
e o
EXCEPT IRE HAN(3)AN TREADS ARE
I�
OVERP'UR BEND INTO DECK 1/4" PER FT. SLOPE
NOTE: REMOVE GRATE 8 (OR CAP TILE, 48" O.C. MAX. �--�
WELL LRET PLUG FROM MAIN WHERE
DRAIN ATTACH AUX. PUMP APPUCABLE
LINE WHEN EMPTYING POOL 6"X6„TILE t
4" SLAB
POWER INTERIOR 2500 FIRE
1" LIGHT SUPPLY GRATE SHALL FINISH TYPICAL WALL
4 /2" TYP. SEGTION&_
^WALL WELL POINT
. (NO SCALE)
STEEL TEX FORM
6" TYP. R KRAFT WALL
FLOOR
#3-@ 12" O.C.B.W.
NOTE FOR DEPTHS
REATER THAN V ADD 1-
#3 COVE BAR @ 6" O.C. r
TO PUMP—►
THESE PLANS AND ALL PROPOSED WOR
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE GOO",
USED. / CONCRETE
J. ALL STEPS TO BE SOLID GUNITE 4000
PSI.
STEP DETAILN.T.S. POOLS, INC.
I DECK'i 1 ROW OF WATERLINE TILE
1 3' WAT
R
#3 STEEL . 12" O/C E.W.
FLOOR SLOPE
L 5OR SLOPES SMALL DE
R.-A OM1ASL'Y UNIFORM AND
COMPLY WITH ARTICLE 6.. .1
THRU 5 e 1
THE SLOPE OF THE FLOOR FROM ON
THE SHALLOW END WALL.
TOWARDS THE DEEP AREA SHALL
ST. LUCIE COUNTY
BUILDING DIVISION
RFVIFWFn
FOR JC
ANCEREVIEWEDATERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
CYCOLAC MAIN DI
34'
'ION THRU POOL
6" THICK
V' -
6' LIGH WALLS
SHALL
NOT
6" TKICK SLOPE
DER
THAN 1_1�
13
RAY REINHARD
I PE # 47041