HomeMy WebLinkAboutPOOL PLANSPROPERTY LINE
IT SETBACK TO POOL WATER
Iti
59 ft. 4.0 in.
0
1.5" SCH 40
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PROVIDE HAND HOLDS AS SCUPPERS SUPPLIED
N
PAVERS
TILE REQUIRED ANSUNSPI-5.2003 BY OWNER
OR MAINTAIN 4" GRASBABLE SET 5" BELOW T.O.B.
EDGE SURFACE (DETERMINE IN FIELD)
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5 ft. A
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(2) e" DIA. MAIN DRAINS
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TIED TOGETHER -36"APART
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(DRAINS TO BE COMPLIANT W/
N
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ASME ANSI A112.19.8.2010 POOL
3" SCH 40 1" GPM @ 2.8 FPS
15 ft.
10 ft. THRU EACH GRATE 10 ft. A
6 FT
DEEP
1.5" SCH 40
n
SKIMMER
CERTIFICATION OF COMPLIANCE
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OUTSIDE ANGLE OF REPOSE
6' AND FURTHER =4" THICK WALLS W/#3 REBAR @ 12" O.C.
EACH WAY
T TO V = 6" THICK WALLS W/#3 REBAR @ 12" %C. EACH
WAY
0' TOT-8" THICK WALLS W/#3 REBAR 6912" O.C. EACH
WAY
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ON 3 ft.
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EXCAVATION INTO THE ANGLE OF REPOSE IS
SE
ALLOWABLE PROVIDED:
' SHORING IS INSTALLED AT EXCAVATION AND SHORING
SHOULD BE SUFFICIENT TO SECURE SOILS FROM
SE
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
WINDOW
JANDY"MELODY"
(TYP. OF 2)
�6" DEEP
0
UMBRELLA
SLEEVE
I
I
I
1.5" SCH 40
1.5" SCH 40
TILE STEP EDGES
12"
3 FT t2^
DEEP
10 ft.
BULLICK COPING
BY A & G POOLS
2" SCH 40
1
1.5" SCH 40 I
I
I
I
CONCEALED FASTENERS OR ATTACHMENTS
ARE 1> REESPONNonIREGM P i rA L E f) py
�R4GTOR on REOORp I
- I
SLIDERS
FILE COPY
2X4 @ 24" D.C.
CERTIFIED v,' P\LYWOOD
SHORING DETAIL \ HOUSESLAB
MONSOON MISC. NOTES
1. SHORING TO BE INSTALLED
WHEN POOL SHELL IS CLOSER
THAN 5 FT TO HOME, OR EXCEEDS
THE ONE TO ONE RATIO OF THE
ANGLE OF REPOSE
POOL SHELL DIRT
N.T.S.
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGE$
WILL HAVE 2X6CAPMLE BORDER 6FOPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT AREA
WHERE DECK RAISED PS' ABOVE POOL
#8 GROUND WIRE
T
IL
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
48"
MAX
G
PER NATIONAL ELECTRICAL CODE
WATER DEPTH
(-10" MIN.
Q
SOP
STEP DETAIL
1
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 1Y' EXCEPT
P
IF MORE THAN (3) TREADS ARE USED.
3, ALL STEPS TO BE SOLID
GUNITE 4000 PSI.
STEP DETAIL
N.T.S.
W.L.
#8 SOLID COPPER
BOND WIRE W/ APPR.
CLAMPS
(ONE ON EACH SIDE
OF POOL 4 TOTAL)
14 ft. 4.0 in.
1.5" SCH 40
PAVERS BY
PHOENIX
SLIDERS
VSFHP165 PERFORMANCE CURVES
100 _
90
0
= ib FILTRATION PUMP
U.
CJ 7
F_0
LU
LU 60
Q 3450 APM
LIU
d
U
Gr 30 / 2750 RPq)
Z10000PM I
20 FILTRATION
O 1730PPM I PUMP HIGH
Q 70 SPEED
O 9 _
r 0 10 m 30 40 SO 60 70 M 90 100 110 120 IM 140 150 160 In IN 190 200
FILTRATION I FLOW GPM
PUMP LOW CONCEALED RABTENERS OR ATTACHMENTS
SPEED I ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
18" MIN.
( ENTIRE PERIMETER
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
SOIL
8 GAUGE SOLID COPPER
WIRE
I
ANNOM
MINIMUM 18" (24" MAX.)FROM
EDGE OF POOL AROUND
ENTIRE POOL PERIMETER
BURIED 4" TO 6" DEEP
COPING
SAVI NICHELESS
4" MIN. LED LIGHT
-- NO NICHE 1" LIGHT
UNDERWATER CONDUIT
LIGHT UNDERWATER
SP 10-22 WALL FITTING LIGHT DETAIL
INSIDE PIPE (NO SCALE)
1.5" SCH 40 PVC
SLEEVE
POOL FINISH
SAFETY BARRIER:
PROVIDE 48" HIGH MIN. FENCE PER LOCAL
CODE W/ SELF -CLOSING, SELF -LATCHING
GATES (SEP. PERMIT)
ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE DWELLING TO THE POOL
SHALL BE EQUIPPED WITH AN EXIT ALARM TO
COMPLY WITH THE FLORIDA BUILDING CODE
CHAPTER 4, SECT. 424.2.17.1.9.
BY PHOENIX HOMES
I�
H
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2017 WATERLINE
20" max.
L
N.T.S.
F EQUIPMENT LAYOUT
2 N.T.S.
LEGEND
1. 2" POOL RETURN LINE���
2. 1.5" WATER SUPPLY LINE ST. LUCIE COUNTY BUILDING ISION
REVIEWED FO CO IANC
3. 2" VACUUM LINE REV D B
4. 2.5" POOL MAIN DRAIN LINE DATE
5. 2" SKIMMER LINE PLANS AND PERMIT MUST BE
SITE OR NO INSPECTION(S) '
A. VARIABLE SPEED FLOPRO FHPM REC. PUMP
W/APPR HAIR & LINT STRAINER
B. 1.5" TO WASTE OR TO GROUND
C. CARTRIDGE FILTER W/PRESSURE
GAUGE AND AIR RELIEF VALVE
D. JANDY JE2500 HEAT PUMP W/ INTERNAL BY-PASS
E. VALVES (TYP)
F. JANDY "AQUA -PURE" SALT SYSTEM
FILE COPY
/ WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
GRADE
WATERLINE
1.5" OVERFLOW
7A" TO FRENCH DRAIN .
APPROVED WITH THE 2017
FLORIDA BUILDING CODE FOR
BASIN
RESIDENTIAL Wh ED.
A ')1`
i 5 +vPAF t 1 di .. Vh,%1 Aj�'
MAX. WIDTH 10'-6" MAX. LENGTH 30'
ENGINEER SHALL BE NOTIFIED IF SOIL BEARING
MIN. DEPTH 3' MAX. DEPTH 6'
LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE,
SHAPE CUST ELEVATION T.B.D
SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF
FILL FROM EXCAVATION: STOCKPILE
2,500 P.S.F. IS ASSUMED FOR THIS DESIGN.TILE:
INCLUDED
INTERIOR FINISH: GEM FINISH
POOL PUMP: 1.66 HPVS FHPM
NOTE; CLEAN FILL COMPACTED
ANRL/APcan2011 PUMP MAKE PER FBC 4501.20
TO 95% MAX. DRY DENSITY
_.
LIGHTSS:: POOOLL LED
UNDER DECK ONLY
ATE a
FILTER: JANDY CS200 CARTRIDGE
C
RAIN
MAIN DRAIN: POOL (2)
G POOL
6"XIS" TILE
SKIMMER (1)
RETURNS: POOL (3)
jAN JOB INTERIOR VALVED VAC LINE INCL FILL LINE NA
It E MADE GRATE SHALL FINISH TYPICAL WALL DISCHARGE LINE TO GROUND
BE SECURED IN SECTION & JANDY "AQUA -PURE" 1400 SALT - INC
PLACE SO
THATT TOOLS WELL POINT HANDRAIL NA LADDER NA
TARE REQUIRED (NO SCALE) ------ _---
FOR REMOVAL STEEL-TEX FORM HEATER: JANDY JE2500 HEAT PUMP
6" TYP. R KRAFT WALL VACUUM HEAD INCL POLE INCL
FLOOR VACUUM HOSE INCL BRUSH INCL
#3 @ 12" O.C.B.W. LEAF SKIMMER INCL TEST KIT INCL
NOTE: FOR DEPTHS --
THREADE TREE/STUMP REMOVAL NA
6'
PLUG REATER THAN ADD 1- #3 COVE BAR @ 6" O.C. REMOVE EXISITING CONCRETE NA
.•- .a;.;.a••
e .• • u
GRAVEL BED
CONCEALED FASTENERS OR ATTACHMENTS
AlliftsARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
PUMP POOL PATIO NA
SCREEN ENCLOSURE NA
ELECTRICAL INC
POOL PATIO PAVERS BY OTHERS
COPING BY A&G
DECK DRAIN BY OTHERS
GALLON CAF 'ITY-POOL 12,566 GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 6 ft./S FROM TRUNK LINES
TO 8 ft./S SUCTION LINES 10fp_s MAX RETURNMW
HEAT PUMP w�R #6 (%
NDUIT
SKIMMER MI 'LOW 25 GPM
& (1) #10 CU GROUND-fN'/." CONDUIT --" 30" CLEARANCE IN FRONT
C
\ OF SUBPANEL
SURFACE AREA OF POOL - 373 SQ. FT. 92'
80 AMP POOL
OOL PANEL
GENEMALXOIES:
W/(3)-#4 THHN CU WITHIN'/a'
ELECTRICAL CONDUIT MANUAL MOTOR SWITCH
1. swim NUM POOLC STRULTxW ro COMPLY wI Fu. 11MG CODE AND RANI ALL LOCAL ORDMANCE6 AND
:°"AND KEGS
/
LTG.
B.sWIMMINGPWLTo eBARox RacxanuxasTunBEn sAuo.AUwALLa Ax"FLDOR6 sxAUeEauxlTEo
OR PWNEn Ua Noo WNCgETE w'.'MUMapWP.s.I. ACGSSTE US XIS DA.)COMPREs61VESTRExGn1.
s.FOUND.A SHALL BE NOTE.D IF 6WL BEARING LESS THAN ONG PS... OR MUCK, SALT OR L W. AMF SOIL
Yp L//
#8 SOLID CU GROUND WIRE
IS FOUND. A BOIL BEARING CAPACITY OF BASS PAF. HAS BEEN USED AN TH E DESIGN.
TO EXISTING PANEL VARIABLE SPEED FLOPRO PUMP MOTOR
A.RBLFSPS. OAN IS TO B AlLBE SCH DULEA MIN. ANp.
a ALLPPLAH SWaroN to OOR.SCHEGE AR MOM ANDBEARNIE Hs.F.AP%XOVAL
SHALLMCOWLMXCENTX LIX:ALOROWpNCES
W/BUILT-IN OVERLOAD SWITCH W/3-#10
we°O PLWATESHAU_CORIEMLOALfESSUFASS SHALLCERTAN
TnvxO�POSSUMS AOu
THHN CU WITH-IN'/2" CONDUIT
S.P.S.T. TOGGLE
SODWXI"ETBE>KwAhIMPLY "AL SHALL ME GO AT WERE ID NO CRUDE CONNMC SAMA
S. GRATE AT MAIN MASS SHALL HAVE A ME AREA OF AX ME AREA OF WE SODIUM LINE
TIME CLOCK
SWITCH
,n HAP A Lon 8TRAMERS BNAU HAVE A REPgMA SCREEN of A MMIMUM FREE AREA OF 3X ME AREA OR
EQ W.P. DISCONNECT
F1
ffH
ME cMICAL I.
13. EIECM TO ELESDOSOEVILE8Ae SHOW%IN RWL DATA-XEIEON. UGHi CONNECDON iO
ONFOR MAMMAL WOE. LATEST Don...
C2.ALLM TALLICO
ALL METALLIC CONGU M. PIPING 8Y8C URB. REINFORCED STEE4 LI WIT FIXNIREB A MOUE W O. METAL
NDUM.0 IFIN.
EQUIPMENT PAD (2) POOL LIGHTS
FARTS OF IA U ERS, HPARA1LM DNWO WAR088 eUpPOgT6 TOM BONDED TOGETHER SGRDUNDE9 TO A
COMMON GRWxD.NONoAG CONAMER SHALL . uE SMAUER WAN R c"ePER.
HOOVENHFMOPEX N1XE OVE0.PWL WATE0.
PER FBC (GFI NOT REQUIRED)
+A SARTRDGE FILMS SHALL HAVE AFLFASW N MATE HOT ro EXCEED 3OPM I SF OF FILTER AREA. NO
4501.22(9.2)
PUCK -BASH REQUIRED
OOC MANA�C3ORs":HAL VERIFY ALL DIMENSIONS AND WH S AT SITE BEFORE STARING ME PROJECT.
LGSANOHOF ELECTPI�.AL SEWAGE B Y F MAL COWIJJY.
POOL
EQUIPMENT SALT SYSTEM
10. SPECIAL ATTENTION SMALL BE WVEN TO EXISTING FOUNDATION TO PREVENT UNOERMRNG
(1) SPA LIGHT IF APPLICABLE
JOB NAME: ALBERG
ANCHORED
PER (GFI NOT REQUIRED) F
ADDRESS: 3906 DUNE SIDE DRIVE
FLORIDA
TARPON FLATS
BUILDING
PERMIT NO.:
CODE 2017
& 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
Ra5Q1.zz 2.3412 THHN CU WITHIN'/2" MIN. CONDUIT FOR POOL LIGHT (S) P
DATE DRAWN: NOVEMBER 7. 2018
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.
DRAWN BY: F. DELROCCO
4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
ELECTRICAL DIAGRAM
SCALE: 1/4" = 1'
N.T.S.
POOLBOND PB-2008
DECK
WATER
LOCATE IN -FIELD
LOCATION OF
WATER BOND
WIRE
FILE COPY
POOL RETURN LINES 2" TO FIRST TEE
POOL DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.R. ASME/ANSI 112.19.8-2007
• •• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
• • ANSUAPSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
SO
• 3 FT. MIN.
e • •
2.5" SUCTION LINE TO
PUMP MAX 117 G.P.M. 6 FPS MAX
TO FILTRATION PUMP 3" PLUMBING LINES
F FROM SUMP WI 3" TEE
ff
EQ. LAYOUT
'/4"=1'
1 ROW OF WATERLINE
R 3'
#3 STEEL @ 12" O/C E.W.
FLOOR_SLOPE
�'
FLOOR SLOPES3NALL BE
REASONABLY NI RM AND
COMPLY WITH ARTICLES 5.6.1
THRU 583
CYCOLAC MAIN DRAIN'
25
THE SLOPE OF THE FLOOR FROM '
THE SHALLOW END WALL
TOWARDS THE DEEP AREA SHALL
VERO BEACF
FILE COPY
rPO(OLS,
RNCRETE
INC.
4 %.... THIC
IF
-
6, LIGH
WALLS
SHALL
NOT
6" THICK
SLOPE
GREATER
THAN 11F
5'
30'
RAY REINHARD
PE # 47041
1010 FASTER LILLY LN.
SCANNED
St Luci County
(Ga1r 0� ICI