HomeMy WebLinkAboutPOOL PLANSPOOL CLOSE TO SET BACKS (GET SURVEY)
R H
H SKIMMER
AS '_ PROVIDE NAND HOLDS
AC REOUIF.EO ANCllT1CTB: �3
OR 61AINTAIN M' GRABBABLE
SURFACE
,l ® POOL 14'X28'
$ (( R 7 I6>r (DETERMINE IN FIELD)
+12"
H FD Dl R �E'COve QU
H (2) 12" x 12" GLASS BLOCK 41Ba p001.8 Ea U 2 ft. 6 in.
SIDE BY SIDE
t6" H 300 6' DEEP
WATT
3' DEEP LIGHT
�\ TILE BENCH EDGES
TILE STEP EDGES VAC /gyp J�
SAFETY BARRIE PER FRC R
26 ft.
4101.17-4101.17.1_ -- - -�=-
ASTM5034-95-95, ASTM D3787-88T — POOL BARRIER PER FRC 4101.17-
ASTM 653-96 .3 AND ANSIINSPI-5-1995
c t
DECO DRAIN
POLY ROOF $ X 36
�i SAFETY GLAZING PER FRC 2406.3
"LOCATION OF GFI RECEPTACLE
--- TO BE DETERMINED IN FIELD PER NEC 680
��-
3ft. _ 30 ft.0 in. 311 -----... -_._-- — 0 in.
_
FOOTER DETAIL
(2) #3 REBAR OR
(1) #6 REBAR
6"
V.
NO SCALE
11 ft.
iv
In x
SWIMO_UTS
° a
Ill
—
71
WHEN PROVIDED
m o
SHALL BE AT 20" MAX.
(A M
BELOW THE
z a n
WATERLINE
_t c o
p —
T
row
20" max.
z4
00
T
ME
MUST HOLD 35 P
PIPING SCHEMATIC - LEA.
(NO SCALE)
ALL PLUMBING SCH 40
PVC SUCTION SIDE 2" FILTER
RETURN SIDE 1.5"
RETURN LINE
MAIN
1 HAIR & LINT
CATCHER
TO VENT (COMPONENT OF PUMP)
0
ITT
c° M BRU
�D D
IF
OAz
mrnv
4-4
�y
m
mcxr
p<
MOAm
oLo
roZ-Zi
Owvz m°
�D
Zmr
?3eQ
�m
X.-Tlm
2A0
W
m
OUTSIDE ANGLE OF REPOSE
6 AND FURTHER =4" THICK WALLS WNS REBAR @ 12" O.C. EACH
WAY
3' TO 6' - 6" THICK WALLS WHAT RFRAR 0 R' O.C. EACH WAY
0' TO 3' -S" THICK WALLS WM3 REBAR @ r O.C. EACH WAY
sn
3 P$
/ 4
i
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE
PROVIDED:
' 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
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICAlL.1 CODES.
NOTE POOL PUMP MOTOR LOCATED ABOVE I
ELECTRICAL DIAGRAM AND GFI UNAUE. PRUVIUE 5EPANA 1 E f:IKL:UI I FUR j
OUTLET PER 2W5 NEC PUMP MOTOR(S)AND HEATERS) ETC
(NO SCALE)
WATER LEVEL
RAIN TIGHT OUTDOOR NOTE' INSTALL 125V 15
__-ELECTRICAL PANEL AMP WEATHERPROOF
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN
G F.I LEAST 10'AWAY AND
�2
"
APPROVED ONDUIT (SIZED
DUnEi NOT MORE THAN 20'
Z
�
PER LOAD)
WIRING TO POOL LIGHT IN
APPROVED CONDUIT
TDGGR TIMEL KFROM THE INSIDE WALL OF THE POOL
PUMP
�
UNDERWATE
MOTOR
LIGHT
UL APPROVED DECK BOX
FOR DIRECT CONNECT
NOTES:
{�
TO WET NICHE
11) POOL PANEL AND SWITCHES MUST SE AT
LEAST 5' FROM THE INSIDE WALL OF THE POOL
NICHE ENCASED
�1
• WIRING
(2) ALL��� �
EWITHT
IN GUNITE�
POOL LI HT SWITCH MUSTI STALL DINCAL
AN E
MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHER INDOOR OR 2W2 EDITION OF THE NATIONAL ELECTRICAL
LIGHT OUTDOOR CODE
POOL FINISI
APPROVED WIRING IN i"
SCH 40 PVC N Mt (3) PROVIDE PROPER WORKING CLEARANCE
BONCING CONOVCTOR SPACES FOR ELECTRICAL EQUIPMENT AS PER
HO-26 OF NFPA 70
POOL PATIO
FROM/
/Z�lc_o
LIGHT POWER
NDUIT SUPPLY
UNDERWATER
41 HT NICHE LIGHT DETAIL
(NO SCALE]
�PPROVED
GROUNDCLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
SPA DETAIL (DV8CA'm,LE.
WHERE
APPLICABLE
6"X6" TILE
2 -ANTI
SPA BENCH
VORTEX GRATE
18" BELOW
SHALL BE
WATER LINE
SECUREDIN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
1
6" TYa.
MISC_NOTES
1. ALL STEPS AND SW IMOUT BENCH EWES
WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
Z RAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED+V'
/
ABOVE POOL
`
♦
o
48" MAX
WATER QEPTH
I-f0" MIN.
0
o
iY' MAX.
—
o 0
/
SPA WALL
SECTION
6"X6"TILE NO SCALE)
F_�
)41/2" TYP.
MALL
STEEL-TEX FORM
OR KRAFT WALL
#3 eAl?" O,C.B,W_
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
2 NATIONAL ELECTRICAL CODE
#8 GROUND WIRE
STEPS
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 1Z' EXCEPT IF MORE THAN
(3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 40M PSI.
• 11.1 VENT LINE TO BE
PO DETAIL' TEED IN CENTER
BETWEEN DRAINS
i4wT Lw o> To A
RTHTH Ls> e, ,.a )AN SME
$0 OM
tf�ft0 STATIC RELIEFRAIN COVERS
25' MAX. WET LENTH DE�T7t'r INSTALLED i
• AREASTi
• WATER T/
TO A!R VENT
I� .0 -
MINIMUM (2) SUCTION LINES PER
PUMP 3 FT_SEPARATION
Tucn rv"r �1�=j1 OGRAVELBED I
ALI MAIN DRAIN 2" PVC
VENT LINES TO BE 1" MIN 2" MAX PVC
AYNROVEU WITH R4101.6.6.3 OF THE 2004
FLORIDA BUILDING CODE RESIDENTIAL
PIPING DIAGRAM PER
FRC 4101.6-4101.1 VERIFY
EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
EQUIPMENT
ST. LUCIE COLI
PAD
BM1DjNOOfV1510N
R FRC
AE1VIEWLr n
TAN_
41 1.22(9.2)
HNT;y v
MUbTaEKrnr lA
NO�ITC7 O'0WLL Epti 40e
THESE PLAN1S HA",�' PJE N REVIEWED
INACCORM`XE WITH THE FLORIDA
BUILDING CODE,
SPECIFICATIONS
MAX. WIDTH 14' MAX. LENGTH 28'
MIN. DEPTH 3' MAX. DEPTH 6' I
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
INTERIOR_FINISH. GEM FILTER CJ200
PUMP MAKE PER FRC 4101.20 JANDY P.H.P.0
PUMP HP: POOL 1 0 HP. SPA 2.OHP
TIMER INCL 1 H.P. 100 G.P.M 2 0 H.P. 120 G.P.M.
LIGHTS POOL 1 300 WATT SPA 1100 WATT
TRNFORM: POOL 1 300 WATT SPA 11oo wAT-r
MAIN DRAIN: POOL 2 SPA 4
SKIMMER 1 TILE INCL
RETURNS: POOL 3 SPA 2
JETS: POOL NA_ SPA _ 6 _
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
SALT GENERATOR NA
HANDRAIL NA LADDER NA._
DIVING BOARD NA SLIDE NA
HEATER AE 2500 JANDY HEATPU_M_P
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
50" RAIL FENCE NA
ELECTRICAL INC
POOL PATIO_ FLO_CRETE
EXISTING OAfto NA
DECK DRAIN INC
GALLON CAPACITY POOL 11,500 G_A_E
GALLON CAPACITY -SPA 700 GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WA_TER VELOCITY -10 fIL/s
' SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 318 SQ. FT..
GENERAL XDTE5:
1. s'MMWxcraOL cIXNn `A`TOC `A"W RA. BLOC COO* ..AL LOLAL L"oNANCEfl Uq
].SWYNIW POD. TO BUR ON ROCK OR UNOIGTWBEO.p ALL NY. RS FLOOM 1.1 OE GIIWTEEI
MP NIL ACE CONCRETE gLOPWUf'0.MNE�teY9Tw1 .�f'@.,AA, CC.. eRPW l�
-AR
90LeEAPoW CAV4CRT CE 3KdP8 F. M9 BEEX1nEDINl1ECE6lfi
1. REKORLIN6 flARe 91M11 BE IEYV GLIEf, GMCE 0
'. BA . pLY1L PiW0tOLE V 9CM®ILEMYNI AMBEARniF4iP.APPRWAI.
BACNWPSXSNALt BEN OMKI EWn,tp'SI OXOINPNLEH
W6P03PLWPCOL P
L BXAL CWYORMtLL MDRH.WICEe.SWSACEOMDIPLi 614LL COXTAN
WFICR WntlNPRMERM1 lN6S. p1OHO6W.LL IpTPERe18T FURLpXE'iWXO1E NN0.
e. VWTERSYAT Linn SIM DMPOAALL yR'BB'0rl11LA.EnM1LCRO6S cpllllEcr"N WniA
A. M TITTER SMPLY O..A EA IR'A.8Y''A
A. WATEATW ANSASRALLVEAFREE PRE.I. AM...AREA IREE A.
LANE
fO.IMW etIM9T4GIN61t391NLL IK4E A HYOVPBLE 6COFEN W A Al.MF� A. OFeR TNEARFA M
THE sumo"uN:.
w
COKOPL TO AMTIXLL EL EG:RICAL COOF uTE9T FONIOI
,A PI.L LALLCCOIG[Mle.PRW6N9TEM3, REMYpRCED 51EELt1GlRRgSUR69 LHOLDING, MFTPL
PARTSCFLAOOERS.WXDRAR•IXYNIGBOAROSLBIRORAALLBR BONOF➢TOOETXER80RplDE9TOA
COYYON W WtID. RpgNGCOfO11CTpY9HALLlpTBE SYALLERIYANR COPPER
p. W QYERNFAO VEN WRE 0461! POOL YY.IE0.
H. CANIItlCC#FITEReXAtL W.VEAF0.TRATION MTENOfTOEXCEEDJGPM /B.P OFFLIERPREP, NO
BMX,W..9HR MALL
16. CONIMCTdi SHALL YSRBY ALL IAIBl8A kl_AbR 1R.ATnTE•.A 3TPRTN6rNEP0.01EM.
16 SPECCTWOIWONE L.C.I.OFELECTXICAL SERNCE BV..LL.COI.PANY
i6.6Pt"CIAL PiIENlION 3XAlt BECIVEXTOENI3OXGF[p11IDFl1ONTOPREVEM ONDERWNNG.
JOB NAME: ROGER AND KATHERINE_
EQUIPETONTIAL BONDING DETAIL I HOFFMAN
TO COMPLY WITH 2O05 NEC 680.26 ADDRESS: 5408 BIRCH DR.
PERMIT NO.FT PIERCE FL. 34982
PHONE # 466-7047
("'WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
OVERPOUR BEND INTO DECK 1/4" PER FT. SLOPE
NOTE: REMOVE GRATE &(OR CAP TILE, @ 46" O.C. MAX.
WELL POINT PLUG FROM MAIN WHERE
DRAIN&ATTACH AUX PUMP APPLICABLE
LINE WHEN EMPTYING POOL
S"XS" TILE 1
4" SLAB
INTERIOR 2500 FIBE
GRATE SHALL FINISH \ _ TYPICAL WALL
BE SECURED IN
-rQfI 0" TYP -SECTION&
PLACE SO
THAT TOOLS
'J WALL WELL POINT
�
ARE REQUIRED'
/'t
` J+C=ALC,
FOR REMOVAL
STEEL-TEX FORM
6" TYP• R KRAFT WALL
FLOOR
O.C.B.W.
NOTE: FOR DEPTHS
THREADE
REATER THAN W ADD 1-
PLUG
#3 COVE BAR @ 6" O.C.
TO PUMP —►
GRAVEL BED
DATE DRAWN: APRIL 26, 2007
DRAWN BY: MICHAEL PFORDRESHER
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
BC,ANNED
IG St, IUCB r011
nty
RAY REINHARD R CONCRETE
PE#47041 POOLS, INC.
1 ROW OF WATERLINE
3'
STEEL @ 12" O/C E.W.
2 SLOPE
APES SHALL BE
ILY UNIFORM AND
TH ARTICLER3.6.1
iRU 5.6 3
_ 24�
•
"TH
CYCOLAC MAIN DRAIN-4
4'
28'
(NO SCALE)
FILE COPY
" THICK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11'