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POOL SPECS
SIZE: 14' X 28'
DEPTH: 3' 6" X 4' 9"
EST TOTAL GALLONS: 8,929
RETURNS:
POOL RETURNS —2.5"
CHANNEL DRAIN —2.5"
VACUUM LINE —2"
-z"
32" CHANNEL DRAIN 316 GPM AT 3.9 FT/SEC
THRU GRATE -SINGLE UNBLOCKABLE
COMPIANT W/ 5TH EDITION (2014) FBC
12" X 12" CONCRETE'
FOOTER WITH 2 #3
REBAR
THE POOL WILL BE PROTECTED BY A SCREEN
ENCLOSITRE WITH SELF CLOSING, SELF LATCHING
DOORS. ALL L DOORS AND WINDOWS PROVIDING
DIRECT ACCESS FROM THE HOME TO THE POOL
SHALL BE EQUIPED WITH AN EXIT ALARM
COMPLYING WITH UL 2017.
EQUIPMENT
SCALE: 1/4" = L'
12" X 12" CONCRETE
FOOTF.R WITH 2 43
REBAR
PAVERS SET
IN SAND
4' X 4' TABLE
WITH GRANITE
TOP
sTarli
PERIMETER BONDING WIRE AT 18"
MIN - 24" MAX FROM W.I., (SEE
DETAIL)
30'
�' 6" DEEP
LED NICHLESS
x
30'
4' 9"DEEP
3' 6" DEEP
EXISTING COVERED PATIO
SQFT: 392 POOL PUMP: )ANDY FLOPRO 1 1/2 HP 2 SPEED DECK TYPE: PAVERS SET IN SAND ELEVATION: TBD
PERIMETER: 84' 2ND PUMP: TOTAL DECK SQFr: 540 PERIMETER: 128'
SKIMMERS: 1 FILTRATION: CARTRIDGE FILTER SIZE:
INTERIOR MATERIAL: FLORIDA GEM HEATER:
SPECIAL: STAINLESS STEEL RTD HAND RAIL TILE:
NOTES:
INLINE:
TIMER: TIME CLOCK GAS:
SPECIAL:
RAISED BEAM: LIP STYLE: SQUARE
MATERIAL I: PAVERS MATERIAL 2:
SPECIAL:
NOTES:
Y
12" X 12" C'ONCRETE
TOOTER WITH 2 #3
REB \R
STAINLESS
STEEL RETURN
TO DECK HAND
RAIL
Customer Name: PUTNAM MOREMAN
Address: 5301 BALD CYPRESS TRAIL
City: FT PIERCE
State/Zip: FL 34951
Phone:
Cell:
Email:
Alternate Contact:
Job #:
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSI810 OF THE
OONTRAOTOR OF RI00RD
f : I -I -CM COT N, Ty RETLngNC 11MSION
'�uIFl1l0FOR OLiP NCE
x o I _ j3j[ QryL,gal
! LANS _AND PER -MIT NWST BE KEPT ON JOB
C L' N'2 L'tit'_ LICTION MVILL BE NJA.DE.
725 SE MONTEREY RD
Stuart, FL 34994
PH: (772) 419-5151
FAX: (772) 419-5101
LIC# RP-252655006
TiiESE PLANSAND ALL PROPOSED WO;r
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BC j4ECESSARY IN.QRDFR "TO
COMPLY WR`N ALL:!pPLICAULE CODES.
0
r
U
ENGINEER,
FI; 'IVEY� k4:HNEN
�Irofessionai ,.pE_3 g31
.Fax (7w2)4B9 4g�,
APR032017
807E REMOVE GRATE & BRICK PER Fr. MIN SLOPE ► (2) #3 REBAR OR
WELL POINT PLUG FROM MAIN COPING
DIE &ATTACH AUX)ING PUMP
ONE WHEN EMPfY1NG POOL ::t �.••,,.r ,••F,, Yn�\;:' (1) #5 REBAR
6'x6'ELE :• RK a APEX PAVERS &POOLS
—Pool construction complies with FBC 2014, ANSI-7, ANSI-15 GRATE SHALL BRICK PAVER PATIO
BE SECURED IN INTERIOR 1.:��vi•.,,•,; ,, •'a;
—Water Velocity —Max 8ft/sec as per FBC 2014—R4501 PLACE SO FINISH 4k2" TYP. WALL-3,000 PSI GUNITE 12tr 'tc::+>:.•'"
—Pool Barrier to complywith FBC 2014—R4501 THAT TOOLS
ARE REQUIRED ,
—Skimmers comply with FBC 2014—R4501,21.1 FOR REMOVAL OR KRAFFf WALLLM 834 SE LINCOLN AVE. STUART, FL
— Equipment Foundation 3'x7' conc slab min 3 5" thick pour in place 6" TYP. FLOOR 12
TRENCH DRAIN 3,000 PSI #3 ® 12' O.C.B.W.
GUNITE i, •,, NOTE: FOR DEPTHS PAVERS PH 772-419-5151 FAX 772-419-5101
TREADED ;? ' GREATER THAN 6' ADD
PLUG .i •. (1)13 COVE BAR 06" O.C.
RP-252555006
GRAVEL BE TO PUMP —
FOOTER DETAIL
TYP. WALL SECTION & WELL POINT (NU SCALE)
(NO SCALE)
DECK 1 ROW OF WATERUNE TILE
WHEN PROVIIDED FILTER
SHALL BE AT 20" MAX PRESSURE GAUGES INSTALLED ON CHLORINATOR 3 —6 3'- 6
FILTER PUMP FOR FINAL INSPECTION " WATERLINE 3'-6'
BELOW THE uN1T FIR/N EN RR & 4'-9" SNAIL
6' THICK 10I
WATERLINE Prot R�uaNs�t SLOPE
GR
#3 STEEL a 12' 0/C E.W. THAN I I-
18" TI SLOPE of THEL. nmu FLOOR SLOPES
5K\MN TIE sle'TOWARDS
THE
EDE P AREA
npaR kAY e4W1 BE
N TGWMnS TIE DEEP AREA SHALL
Vacuum (0 Hg) X 1.13 Pressure (P$) X 2.31 Na [(GEED I FOOT IN 7 FOOT comply NM UNIFORM AND
WNWY WI1HMIRLI .
Feet Of Head Feet Of Head
N UNE
Vacuum Head + Pressure HeadNELORNN
= Total Dynamic Head
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE)
POOL PATIO CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL+•:;':y7:'":'..�:w.,;..ir,'."..,, ,...'i.: ;."�
HYDRO -STATIC RELIEF '•'V ""': "';•':•:i*.:•': %' +•: •: slur CHANNELDUALOUTLET CMP 25506-32X VGB
DEVI INSTA DIN PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1' 'f rCMPUENT W/ta721 OF THE
WATER TABLE IN SHE 12 VAC FROM 2014 RORIOA BUILDING CODE
POWER SUPPLY Li
•.
QBTm TO ASME/ANSI A112198
TRENCH DRAIN
Z
-- --
UNDERWATER
�•'f•.,
'�-
32' CHANNEL DRAIN AND SUMP .Z 5n
1" PVC
25506-320-000
Y CONDUIT
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
POOL FINISH
*DEBRIS GUARD INCLUDED
To IXKL wn
,'> �•
*38.79in? OPEN AREA
• SCHEDULE 40 PVC SLEEVE
*IAMPO LISTED ROW RATES
WHITE PVC BODY
`L.�J"
NO BONDING
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
MAIN DRAIN-`':
OR GROUND
REQUIRED
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 25B GPM (floor)
192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
POOL DETAIL
NICHLESS UNDERWATER
LIGHT DETAIL
fit8nand
g with the outer parts plugged and the center part open is 200 GPM (floor) and 168 GPM
Pipe Size
6 fps
8fps
1'
16
gpm
0.14'
21
gpm
0,23'
1.5'
37
gpm
0.08'
50
gpm
0.14'
2"
62
gpm
0.06'
82
0,10'
2.5'
88
gpm
0.05'
117
gpm
0,09'
3'
136
gpm
0.04'
181
gpm
0,07'
4'
234
gpm
0.03'
313
gpm
0,05'
6'
534
gpm
002'
712
gpm
0,03'
(NO SCALE) (NO SCALE) (wall) when using 2.5 plumbing and 184 GPM (Floor) and 176 GPM (wall) when using 2 plunging.
Jandy F1oPro Series PMPS
Max-"cdfFHPM1
OUTSIDE ANGLE OF REPOSE abiRndnpHbak r .ft %"..moi
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012' O.C. EACH WAY �e awr�g. FNI Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
3' TO 6' - V THICK WALLS W/#3 REBAR 012" O.C. EACH WAY '
0' TO 3' - B' THICK WALLS W/13 REBAR e12" O.C. EACH WAY
9 ft.
6 ft.
3 ft.
3 3 3
Q�41
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
• Q� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
■■■■■■■■■■■N■■■■■■■■■■■■�
■■■■■■■■■■■■■■■■■■■■■■■■■
■:r:�lt■■■■■■
NONE
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f�r,�Ir,ril■`►N■1r■■■■
son
■■■■■■
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in
No
on
3
IMMUNE
■■!�lN■■■■■■■■■
1. Calculate Pool Volume: ---_ft__—x 7.48(gal/Ft) = _ ---- _gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _ 8,929_ gal / 240 38 _+_ XXX = _ XXX
hN (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_ 2.5 inch to keep velocity ® 8 fps max. at_ 117 gpm Maximum System Flow Rate.
Return Piping to be_ 2.5 inch to keep velocity 0 8 fps max. ai 117—gpm Maximum System Flow Rate.
Main Drain Cover(__ SEE ABOVE____) System Flow Rate must not exceed approved cover flow rate,
(Make and Model) See Engineering Page for Drain Configuration
,* Pump Model BANDY FLOPRO 2SP H.P. 1.5
TOW H.P=H.PA seMcelaclor.1 H.p. or mae must be 2 speed averleble speed
Fitter Make CS-200 Size 200
* No UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
u xn xa r <o ux afa «,c •at :w ,ae +wti +W cm =.m a ua aw mn a T
belied ll
FINaMin. iideG.P.M.on 8hr.
COMPACTION
LOW 38 gpm
15orD.E.=2
Divide G.P.M. by Cerhidge=.975a8end=15 or D.E.=2
by Cartridge or Sand
PRIOR TO THE POURING OF THE PATIO
HIGH 89 alarn
(GAIND "
Time Controller make INTERMATIC Model T104P3
Console mart apasle s mlmmum oltwo speeds.
The hiaherspeedoverridois notroexceed am rlomW Wde or24hrswhideveris lase
PRE-PAB TOP
MIS S
CONCRETE PATIO
1, ALL STEPS AND SMMOUT BENCH EDGES
TREADS TO BE
N BOND TO ANCHOR
WILL HAVE 2x6 CAPnLE BORDER OF OPPOSTE
SLIP RESISTANT
CROSS BRACE
COLOR OF GEM FINISH FOR NSIBILrrY
2. RANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +B'ABOVE POOL
S.S. PIN EPDXY
4EA #3 REBARFROM
'`"'''"�•�
$'.
1D" MIN
SET IN PEDISTAL
POOL FLOOR
A
INTO SOLID
8" •
DESIGNED FOR
ENG0MER:HARVEYE.ROETEVEN
•".? •.:
POURED PEDESTAL
12.
PROFESSIONAL
PAVER PATIO
SECIREItP&3283t
7205 BLYSE CIRCLE
=
° < STEP DETAILS
�
1214 x 12"D x30"L CONIC.
FOOTING WITH (4)#3 OARS
APEX PAVERS& POOLS
PGRTSTLU-3035 34952
w 1. TREAD IS MIN
MOREMAN RESIDENCE
'
EOF AR AN
2. RISER NOT GREATER THAN 12' EXCEPT If
�/,/�/''�'2'//�/�
SOLDEGUN E
12 12" ROUND PEDESTAL
f #e GROUND WIRE
5301 BALD CYPRESS TRAIL
7��
�
3MORE . ALL S'TEPS3TO BE 3000 P.S.I.
FT PIERCE, FL
/
4/3/17
STEPS
TABLE
& PEDISTAL
BONDING
DETAIL for LADDER and/or RAIL
***ELECPRICNOT INCLTJDED**4
CND SCALE)
(NO SCALE)
CNO SCALE)