HomeMy WebLinkAboutPOOL PLANSSHORI CHIP
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6' AND FURTHER =4" THICK WALLS WM3 REBAR @ 12" D.C. EACH WAY
3' TO 6' =6" THICK WALLS WMS REBAR @ 6" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS WM3 REBAR @ 6" O.C. EACH WAY
O
N
EQUIPMENT
PAD
PER FBC
2004
EQ
VERIFY
EXACT
- LOCATION IN
FIELD WITH
SUPERVISOR
"LOCATION OF GFI RECEPTACLE
TO BE DETERMINED IN FIELD PER NEC 680
BURIED POWER LINE
MISC_NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPNLE BORDER OF OPPOSITE
6 tt COLOR OF GEM FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
3 - WHERE DECK RAISED
3 ABOVEPOOL
e m RS 6"
h
8
48" MAX
o WATER EPTH
W )-10" MIN. O
i 79 —F /
tz' MAx
EXCAVATION INST LED AT E OF EXCAVATION IS AND
SHOULD
1 I o
' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
"NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
"COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT C.O.
OF THE SWIMMING POOL
N.T.S.
36 ft. 4 in.
tJ c
ROCK COPING
AROUND SPA to
FLUSH PLANTER PERIMETER
4 X 9 ROCK
WATERFALL
FLUSH
H
SKIMMER H
. - ��
STAINLESS STEEL _36.. o
BONDED HAND -RAIL I 4.51,
w,P
ao
• t 0011)
y 1a" ft. 6 in.
POOL BARRIER PER FBC 2004 ID H
PtM���Q�`� \ s H -20.E
N� H
SAFETY B R NO CLOSER THAN 20" FROM _
WATERLINE IF SAFETY BARRIER FENCE NO CLOSER
THAN 20" FROM WATERLINE
DECO -DRAIN
. . . . . . . . . . .. N ., D . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
FOOTER DETAIL
(2) #3 REBAR OR
(1) #5 REBAR
8" 00
8"
NO SCALE
VDRAIL BONDING DEL
WHERE APPLICABLE
#8 GROUND WIRE
STEPS
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF MORE THAN
(3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 40W PSI.
MUST HOLD 35 PSI FOR AT NOTE: POOL PUMP MOTOR LOCATED ABOVE
PIPING SCHEMATIC LEAST 30MIN. ELECTRICAL DIAGRAM AND OF] GRADE. PROVIDE SEPARATE CIRCUIT FOR
(NO SCALE) OUTLET PER 2W2. NEC PUMP MOTOR(S)AND HEATER(S) ETC
ALL PLUMBING SCFI. 40 (NO SCALE) ELL
RAIN TIGHT OUTDOOR NOTE: INSTALL 125V 16 WATER LEVEL
PVC. SUCTION SIDE 2" FILTER -ELECTRICAL PANEL AMP WEATHERPROOF
RETURN SIDE 1.5" (slzeD PER LDAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN LEAST 10' AWAY AND Bo
APPROVED ONDUIT (SIZED G.F,I
RETURN LINE PER LOAD) DUTLEr NOT MORE THAN 20' z
FROM . THE INSIDE WALL
WIRING TO POOL LIGHT IN TDOOR TIME-CL CK--OF THE POOL
APPROVED CONDUIT PUMP UNDERWATE
WASTE PUMP MOTOR LIGHT
UL APPROVED DECK BOX
SKIMME FOR DIRECT CONNECTIO NOTES:
TO WET NICHE (1) POOL PANEL AND SWITCHES MUST BEAT
LEAST S FROM THE INSIDE WALL OF THE POOL NICHE ENCASED
MAIN !(2)ALLELECTRICALWIRING AND EQUIPMENT INGUNITE�
r� PCOL LI HT SWITCH• MUST INSTALLED IN ACCORDANCE WITH THE
DRAIN UNDERWATER EITHER INDOOR OR 2002 EDITION OF THE NATIONAL ELECTRICAL
U LIGHT OUTDOOR CODE
L HAIR & LINT APPROVED WIRING IN 1" POOL FINISF
CATCHER SCH40PVCWIM (3) PROVIDE PROPER WORKING CLEARANCE
BONDING CONDUCTOR SPACES FOR ELECTRICAL EQUIPMENT AS PER
TO VENT (COMPONENT OF PUMP) HO-26 OF NFPA 70
SPA
DETAIL
TO JET ,
PU
TO AIR
VET
POOL PATIO �
DECO DRAIN' °=.. (^• � .NN„LN R
24 ft. 8_in.`
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE.
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00
REPAIR CRACK FLO-CRETE AND STAIN _ -- N
EXISTING COVERED LANAI
• (1.) VENT LINE TO BE
TEED IN CENTER
BETWEEN DRAINS
• (2.) ANSI / ASME
• DRAIN COVERS
VENT LINE NOT TO BE
FURTHER THEN 40 FT.
FROM POOL 25' MAX
WET LENGTH.
ALL MAIN DRAIN 2" PVC
VENT LINES TO BE 2" MAX PVC
/f4
FROM/
1" LIGHT
POWER
CONDUIT
SUPPLY
UNDERWATER
NICHE
LIGHT DETAIL
(NO SCALE)
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
APPROVED WITH FBC 2004
SPA DETAIL (OVEFIDOUR
o CAP TILE,
WHERE
APPLICABLE
6"X6" TILE
2 -ANTI SPA BENCH
VORTEX GRATE 18" BELOW
SHALL BE WATER LINE,
SECUREDIN
PLACE SO
THATTOOLS
ARE REQUIRED
FOR REMOVAL
1 6" TY .
I GRAVEL BED
TO PUMP —►
OVERPOUR
BEND INTO DECK 1/4" PER FT.
NOTE: REMOVE GRATE&
(OR CAP TILE,
SLOPE'
@ 46" O.C. MAX.
WELL POINT PLUG FROM MAIN
WHERE
DRAIN &ATTACH AUX. PUMP
APPLICABLE
LINE WHEN EMPTYING POOL
6"X6" TILE
4" SLAB, }
INTERIOR
2500 FIBE
GRATE SHALL
FINISH
TYPICAL WALL
BE SECURED IN)TYP.
4 !2" TYP. SECTION &
PLACE SOWALL
WELL POINT
THAT TOOLS
ARE REQUIRED
NO SCALE]
FOR REMOVALSTEEL-TEX
FORM
R KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
THREADE
REATER THAN W ADD 1-
PLUG
#3 COVE BAR @ 6" O.C.
TO PUMP — ►
GRAVEL BED
FOR HEA E POO RED
SPECIFICATIONS
MAX. WIDTH 10' MAX. LENGTH 11'
MIN. DEPTH 4" MAX. DEPTH 36"
SHAPE CUST ELEVATION T.B.b
FILL FROM EXCAVATION STOCKPILE
TILE INTERIOR FINISH GEM FILTER CJ200
PUMP MAKE PER FRC 4101.20 _ JANDY P.H.P.0
PUMP HP: RECIRC 1.0 HP SPA 2.0 HP
TIMER INCL 1 H.P. 100 G.P.M. 2.0 H.P. 120 G.P.M.
- _— 00 WATT
LIGHTS POOL NA _SPA 1 1
TRNFORM: POOL NA SPA 11W WATT
MAIN DRAIN POOL _ SPA 4
SKIMMER 1-
RETURNS POOL NA SPA 2
JETS: POOL NA SPANA _
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
CHLORINATOR AQUA -PURE SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER 6 TON AE 2500 ELECTRIC HEAT PUMP -
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO INC _
ALUMINUM RAILING BY OTHERS
ELECTRICAL INC
POOL PATIO FLO-CRETE
_EXISTING PATIO FL_O-CRETE _
DECK DRAIN INC_ _
GALLON CAPACITY -POOL NA
GALLON CAPACITY -SPA 160o GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY -10 ft./s
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF SPA - 72 SQ. FT.
BEMENAL NOTES:
1.BRIMMING POOL CONSTRUCTION TO COMPLY W FLA. BLOC CODE ANEN ALL LOCAL CRUNANCES AND
-
ZON NG REGULATION
SVM.WO LNDISTVRarn waauwA ..1 BE cMR[RS
OR O.NFIA FETE CONE"FEI®A6AYSICOWREW VErIRENGTi
3E f TIMN SNP P. A.F. OR R ORLOOSES�T SCR_
4 dMD DR. MO. USED THE OEDW
RFWF RCWG BASE SINALL BE NESI BRAD AS
SAt POOLPIPNGTOBEP.V.C.SCNEDULE40MIN ANDBEARTENSFAPPROVAL.
N COMPWNCE NTIH LOCAL ORDINANCES.
SHALL wATEx SHALL CONFORM TO LOCAL CHOI"NCES_ SURFACE SHADING SHALL CONTAIN
MP RATRN PROPERTY LINES PONDSIC SHALL NOT PERSIST FOR MORE THAN ONE HOUR
LL YATFR SUPPLY& DISPOSAL SHAL L BE IN&TALLED SO THAT THERE I S NO CROSS CONNECTION W A
COMBAT MATES SLPPLY ORWATAR LSSPOSAL SYSEM.
B. GRATE AT MAIN DRAM SHALL HAVE A FREE AREA OF 4X TIE AREA OF THE SUCTION LINE
10 XAIR&LINTSTMINERSSMALLI AREMOVABLESCREB WAMINIMUMfREEAREAM3XTff AREAOF
THESUITOR LINE
11 ELECTRICAL INSTALL WRING a DEVICES AS SHOWI IN'FEOL DATA" HEREON LIGHT CONNECTION TO
CONFORM TO NATIONAL KECiWCAL CODE -LATEST EDITION
tF ALL METALLIC COMELSB, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FAILURES &FISHING, METAL
PARTS OF LADCFAS, HANDRSLS. DIVING SCARES & SUPPORTS TO GE BONDED TOGETHER & GROAOED TO A
OMMONGRWND. BONMNGCOMII MS LWTBESMALLERT N®CCAPER
13. NO OVEAFE .1. WRE DYER POOL RATER.
T4. GILT NDSE FILTER SHALL NAVE A FILTRATION RATE NOT TO E SSED 3 GP.M. ! S R OF FLTER AREA, W
SACN-W&SH RE ON. .
6. CONRUGTOR SHALL VERIFTAU DIMENSIONSAND CONDITONSATSH£ BEEOE STARTINGTHEPR"Ci
CONTRACTORSINLL VERIFY LOCATION OF ELECIPoCAL SERVICE SYF R&L COMPANY.
16. SPECIALATTE SHALLBEGIVENTOEXISTNGFWNCATONMPREV@RUNDERWNMG,
JOB NAME: HARRIS
SPA WALL
ADDRESS: 9239 SHORT CHIP CIRCLE
SECTION
PERMIT NO.:
6"X6"TILE (NO SCALE)
DATE DRAWN: FEBRUARY 13, 2006
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
'SLAB
500 PSI W/ FIBER MESH
CUSTOMER APPROVAL:
41/2" TYP.
SCALE: 1/4" = V
WALL
STEEL-TEX FORM
-1 L_
SCANNEDPR
KRAFT WALL
#3 @ 12" O.C.B.W.
,_, St. Luce County
110 CONCRETE
APPROVED WITH FBC 2004
-1\1V
POOLS, INC.
1 ROW OF WATERLINE
T
R
�#3 STEEL @ 12" O/C E.W.
STEEL @ 12" O/C E.W.
FLOOR SLOPE-'"
FLOOR SLOPES SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH_ FBC 2004 CODE
5.5'
CYCOLAC MAIN
11'
(NO SC
4" THICK
A -
36" LIGH WALLS
SHALL.
NOT'
"THICK SLOPE
GREATER
THAN 11°