HomeMy WebLinkAboutPool SpecificationL�+iR%Plh���f"i1�15,17E1 ;fl i�tl �l'1U1�111{,IS
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POOL SPECIFICATIONS
(2) #5 REBAR CONT. IN CAP
-t POOL DECK �
POOL DECK
- 8" BEAM BLOCK
MAX. 2'-6" .-__ , 8"CAU. (typ.) W/ALL CELLS
Z GRADE "
E VARIES 2 -6
12" x 12" FOOTER /
FILLCD W/3000 psi CONCRETE
IC �
MONO71�2"
— -
GRADE VARIES � #S REBAR @ 32" O.C. VERTICAL
POUR 12"
12" MITO
24" ---------------- --
1f
18" WIDE x 12" DEEP FOOTING
CBS WALL ON FOOTER w / max. \
Wpsi CONCRETE &
( (2))-#5-#5 REBAR CONT.
'
HEIGHT 2 -6 ABOVE GRDAE ---
SIDE PROFILE DECK EDGE & RETAINING WALL ELEVATION DETAIL
RETAINING WALL DETAIL
1136 SQ.FT. BROOM FINISH, `Z P-1
3000psi CONCRETE w/FIBERMESH,
12" x 12" SCREEN FOOTER EDGE w/(2) #5 REBAR,
MODIFIED MONOLITHIC EDGE 12" TO 24" DEEP
& FOOTER 12" x 18" w/(2) #5 REBAR
w/ CBS RETAINING WALL AS DECK EDGE GRADE VARIES
R5' 3'
A
DEEP 7'-2"
I_
7'-10"
- zg„
8' x 8'
SUN SHELF
W/ BUBBLER &
UMBRELLA SLE
CHILD SAFETY BARRIER PER CODE --�
F- ---I
55 Lf DECK DRAIN—_—
�\ 1 3'-611
L�\ ' 42" x 42" x 24" DEEP FOOTER
— — w/(5) #5 REBAR EACH WAY
FOR 12" DIA. TIKI SUPPORT POST
8'
j DOWEL #5 REBAR x 12" LONG
6" INTO EXISTING SLAB AND
EPDXY SET @ 18" ON CENTER
RESIDENCE
i
THFSE PLANS AND ALL PROPOSED WORM
ARE ANt COIN"EKTIONS
{ EOURF0 U Fi"!.O ItWsVT-'rTi.At MAT
- 0010W V!I M APPUCABJ CODES.
POOL
15' x 28' 61
360-74'
5'-6"
DEEP
---
T.O.BEAM RT
@-2"
$-=o��
-33'
EXISTING STRUCTURAL
COVERED PATIO 264 sf
A15
ST. LUCIE COUNTY
BUILDING DIVISION
REIVIEWED
FOR COM"PLIA CE .
REVIEWED BY
DATE—(iL- 7:Z7
PLANS AND PERMIT
MUST BE KEPT OPl JOB OR
NO INSPECTION WILL L1E MADE
CHANNEL DRAIN -2"
SKIMMER-2"
VAC.LINE-2"
RETURNS-2"
BUBBLER-2"
POOL
EQUIP
AREA
MAX.WIDTH 15' MAX.LENI;TH 28'
PERIMETER 74' AREA 360 sq.ft.
MIN.DEPTH 3' MAX.DEPTH T-6"
ACCESS LEFT ELEV. TOB. -2"
TILE 6x 6" STEP EDGE 2"x 6"
COPING EDGE OVERPOUR
INTERIOR FINISH GEMSTONE
SWIMOUT 18"x 6' SUNSHELF 8' x 8'
FILTER CS-150 TIMECLOCK YES
CIRC. PUMP JANDY (FLOPRO) 1.65 VARIABLE SP
POOL DRAIN 3"02" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4 BUBBLER 1 on SUNSHELF
VAC.LINE VALVED SKIMMER TILED
CHLORINATOR SALT GENERATOR JANDY
LIGHTS POOL (2) LED COLOR NICHELESS
TRANSFORMER YES 1130X YES
HEATER AQUACAL T-135 HEATPUMP
DELUXE MANUAL CLEANING KIT YES
PATIO_1.136 sq.ft. BROOM FINISH CONCRETE
EXISTING PATIO TO REMAIN
DECK DRAIN 55'
APPROX.GALLONS 11,400 G.P.M.
TURNOVER HR. — MIN.
ELECTRICAL HOOKUP BY ACP
SCREEN ENCLOSURE DECK PERIMETER
CHILD BARRIER 55 Lf PER CODE
COMMENTS
10-30-2017 REVISED
SCREEN FOOTER TO 12" x 12" w/ (2) #5 REBAR
�EXAND�
CUSTOM POOLS
50 NE. DIXIE HWY. (E-4) STUART, Fl 34994
PH 772-444-3158 FAX 772-4-14-3904
LIC # CPC1457939
CLIFTON RESIDENCE
3160 PERIMETER ROAD
PALM CITY, FL. 34990
ST.LUCIE CO. WIDE WATERS LOT 4
PH 772-48 73053
ENGII EER `71
M. REMOVE GRATE & Y' PER Fr-_ MI._ N SLOPE
WELL POINT PLUG FROM MAN
DRAM & ATTACH AUX. PUMP WERPOUR OR CAR BE (2) 5 REBAR
LINE WHEN EMPTYING POOL WHILE APPUCABE - • .„'.Y .}'
6"x6" TILE
—Pool construction complies with FBC 2014, ANSI-7, ANSI-15 GRATE SHALL 4" slag l
—Water Velocity —Max 8ft/sec as per FBC 2014—R4501 BE SECURED IN INTERIOR 2500 FIBER MIX f/
PLACE SO FINISH 4! - TYP. WALL-3,000 PSI GUNITE
it EirA
—Pool Barrier to comply with Section R4501.17-5th edition FBC THAT TOOLS
y w —Skimmers comply FBC 2014—R450L•21.1 ARE REQUIRED I 12"-24 • AI'l
p. FOR REMOVAL STEEL-TEX FORM 6"
— Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place TYP. FLOOR OR KRAFT WALL
Ej
—Water Heating equipment to comply with FBC 2014—R4501 TRENCH DRAIN 3,000 PSI j)3 ®12° O.C.B.W. q 2
GUNITE NOTE: FOR DEPTHS
TREADED ( GREATER THAN 6' ADD
PLUG (1)#3 COVE BAR 06" O.C. O I I\_JI I C T O M POOLS
I J
GRAVEL B TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
tNO SCALE) (NO SCALE)
DECK 1 ROW OF WATERLINE RLE
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON HEATER FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR WATERLINE
BELOW THE WATERLINE AND PUMP W// MR & 3 —O wx 5'_8» UGHT WALLS
VISUALLY SET APART 2AL
FROM POOL eooL aENMMs LEVEL FLOOR 1 N3 S EE f9 127 0/C E.W. $LOPE
6' THICKHEATER 8
FLOOR SLOPES THAN 11
18" �\\ BYPASS RFLOORBsaw sLYESHALL B NFIR wAN
r SK1MMiR COMPLY WTm ARTICLES 5.6.1
Vacuum (In Hg) X 1,13 Pressure (PSI) X 2.31 1xRu sea rHE FLooR FROM
Of Head feet Of Head THE anoc THE sHNa am wM1
TOIARDS THE DEEP ARP1 ' Mi
�dM 11bE NOT EXCEED 1 FOOT IN 7 FOOT
Vacuum Head + Pressure Head Coot, -DAM "
= Total Dynamic Head
28'-0"
SWIMOUTS PIPING SCHEMATIC_ TYPICAL SECTION THRU POOL
(NO SCALE) (NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC RELIEF SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VISE
DEVICE INSTALLED IN PER FRC4501.6.6
AREAS THAT EXCEED 1' COMPLIANT 32" CHANNEL DRAIN
WATER TABLE IN SHELL COMPLIENT W/107.2.1 OF THE .
2014 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI At 12196
Li Li
TRENCH DRAIN
32" CHANNEL DRAIN AND SUMP 2" POOL
25506-320-OGO
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
To GRAVEL eEo
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
2"
"WHITE PVC BODY
MAIN DRAIN
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flaw rating for this suction fitting with the center port plugged and outer ports
open is 3G8 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
POOL DETAIL
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports Plugged and the center port open is 200 GPM (floor) and 168 GPM
(NO SCALE)
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
Pipe Size
6 fps
8fps
11
16
gpm
0.14'
21
gpm
0,23'
1.5'
37
gpm
0.08'
50
0.14`
2.
62
gpm
0.06'
82
gpm
0,10'
2,5w
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
0,02'
712
gpm
0,03'
OUTSIDE ANGLE REPOSE
VSFHP165 PERFORMANCE CURVES
6' NO FURRIER - 4- THICK
HICK WALLS W//3 RE6A2 012' D.C.EACH WAY
POOL PATIO
1m
3' TO 6' - 6- THICK WALLS W/((3 REBAR e12. O.C. EACH WAY
WATER LEVEL
' 'L: .r';:.�.:'' :' •••
:•-y: ` .y „'
-
Determine System Flow Rate: Minimum Flow Rate Required: 35
y g gpm per Skimmer
0' TO 3' - 8- THICK WALLS W 3 REBAR e12- O.C. EACH WAY
/B
.. . .'•
:..`;::;:•.; .,.•. "..;:;, .;;:: ;.
p
o0
___
1. Calculate Pool Volume:ft__—_x 7.48(gol/Ft) = -- — — — — gal
'•'
_
(Surface Area) (Average Depth) (Volume in gallons)
9 ft.r
-
LL
Wa
2. Determine Flow Rate: _ 11 AN gal 345 — 33 XXX XXX
g
„ 12 VAC FROM
u.
n
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
POWER SUPPLY
Determine Pipe Sizes:
3 ft.
Z
•` z
O
a 50RPM
Trunk Piping to be 2—_inch to keep velocity M 8 fps max. at� 8 2 _gp ystem Flow Rate.
m Maximum S
UNDERWATER
w
S°
.,,,,.
Return Piping to be—_2 inch to keep velocity ® 8 fps max. at 82_gpm Maximum System Flow Rate.
LIGHT
..'f�,� 1" PVC
r
p
Main Drain Cover(__ SEEBOV AE ) System Flow Rate must not exceed approved cover flow rate.
CONDUIT
V
(Make and Model)See Engineering Page for Drain Configuration
d- ; io ' al) '
POOL FINISH
•t, t.
�
10
77seWRM
"' SCHEDULE 40 PVC SLEEVE
0C3
PENTAIR GLO i ITE-s ';M w TER
`
F�
AMP 30 70 4 ;, NO BONDING
OR
RGRUND
p
a
Pump Model JANDY FLOPRO VS H.P. 1.65
— 0 10 m al) so el) >o eu ale Sao "a 1. Tao IV 1sa 1a 170 Vale 190 NMI
LOW 33 GPM FLOW GPM
ELISION -FUSION POOL PROD =:
Total H.P=H.Px servicefaQor.lH.p. or more must be2spaetl orvadaMe speed
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
MODEL G4/D
Filter Make JANDY CS size 200
Q� SUFFICIENT TO SECURE SOILS FROM EN EROSION OR SETTLEMENTANY
•' ' ' ' OMPACTIOONN UNDERMINING
1TEESST OF UTH"EE ORENGINEER
NICHLESS
UNDERWATER LIGHT DETAIL
Filler mi based on 6hr.Mnoverllowor rate =Flow Rate
W ga5a
HIGH 77 GPM
MATERIAL ARE PROVIDED
Divide San D.E.min.
Divide G.P.M. N' Camldge =.375 or Sand =15 or D.= 2
(NO SCALE)
PRIOR TO THE POURING OF THE PATH)
Time Controller make ON PUMP Model -----
Colt roll must operate a MINMUm of two speeds.
The hiolhers override is not to exceed one normal cycle or 24 his, whichever'e leas
A
MISC. NOTE S
1. ALL STEPS AND SWIMOUT BENCH EDGES
J
WILL HAVE 2.6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HNDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
ENGINEER: GREGORY-ARIAS
PROFESSIONAL ENGINEER PE-73071
10 MIN •
- - 1211556th?laceN' _
w
West Pabn Beach, FL 411-
(3i1S879-0547� -
'
DESIGNED FOR:
• e STEP DETAILS
—/{-c`1 -( 7
1. TREAD is MIN OF 10' WIDE.
p� t nn--
ALEXANDER PWLS -
2. RISER NOT GREATER THAN 12" EXCEPT IF
***ELECTRIC NOT INCLUDED**;
CjL(Tr0N R�T{EjjSMENCE - -
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE 501.10 GUNITE 3000 P.S.I.
pC. n-,j� p-v (�jj�'��P
3160 PERIMETER RD PREPAREli9 : S fLJ,if ,
STEPS
PALM CITY, FL STEVEHORST
Z
(NO SCALE)
DRAFTING & p
DESIGN SERVICES
/J� 3
(772)201.7846 horst.steve@yahoocom
Total Dynamic Head
Calculation Worksheet
Company. LEXANDt:RI lobT.f7::= Date- &271Z0f7
Job Nema.1CLIFTON-HION SPEED l Address;J3160PERIMETER00 I
Ciry/Town: ALMCITY I stank zip Coftc::=
Instmcibns: nuts can antybe eddad ro /14s yauaw cells. Steps #182 we br aalculedrg Pool Wlume fn Duaorrs and tar wre6lishing e
mmovwrate m Genons Pare@0ote1OPA0. uPOa tu!/NveTml4 Ls alreatlyeAaMishtM, cF/eel on Ow GP61 call re rOs endo/Step #1 antl input
llownre, then proceed re trek 82 Piweine fba RESET.bulBon wily cMerstl kpored ilrlormaBPnto slwt a new workahsaP. Nbdrahrf cen b•
ssvadro a flfeorpdnMl twNNmMetwtee
Caution: Pressing Ifre RESET button will choraff System MM Calculation Results
- ydlo lls to eat kaM1eut
Tied Friction Loss in Ft. of 49.67
0 elate Pcai vcWne. was,(Tmi)
Tobl Friction, Loss in Pal 21.50
mr APSFt required uo comply wi:
tt .. P Maud 7 Ne US- Yelsa %ultra Ii4duCNon
_- Resulh
CaulateGPM8TurWeducton4 6,50 b_ 6 Sao 77 ! "y"'w r TDN wnb �m 43.17
6 suatian vol.fty required by APSE 15 At Title 74 Standards
Ca Iculate Total
Leagn, of Suction
mandetl valor"
fps cool below)
IS-
5�^'
t S _ 1209
0321
0.093
_
1),)0
J 0: _
000
000wi:.yp
2.5' 1 $.21
0.040
0,00
0.00
3"1 3.3f
0.014
000
0.00
4" I 1.93
0004
•000••",_
0.00
0.00
000
_ 1' -786
o000
0.00
0.00
77
-.
rn valtaai
ref uirad b APSP a .'r 24 Standards
! --I 8 bet fps and below]
Ic i t T tai4 R glh ofmin Pope (n ° 0.
I,
t , � `, z k•$� t "�
95r�
I,E.145
..... ,
1.5" 12,0H
0.321
10
d21
t69
2'
7.39
0.093
flee
0.20
2.r
0.24
0.040
_1p6 _
000
0.00
S.
3.3f
0.014.
0.00
0.00
4'
1.93
0.004
0.00
0.00
8'
9.85
0000
'EO'I'AL''ev
0.00
13.09
0A0
6.67
_
IC IeT I Ile
6 ?P°P
Fn g (I put
o}e 15z
Fttl j Y II
Dell 1 '"
"P ry ..
18,
vFa
.
A
i 1°.
i aK2°)cxh
0.00
to.27
i�sre
•i.85
1 6
c
Fr t l-,;n
1027
000
0.00
09:i
000
R.Ww.w
r
5
4
_-A_._._
3
-
5.05
_-- -
2.46
�� ala
2.80
0.00
093
0.75
1.20
coo
2.6"
0.00
0.00
NitlbrideM
0.00
0.00
0.00
0.00
0.00
0.00
Ft. awilw
3'
000
000
f aw w
OAO
alto
000
0.00
000
0W
f
0.00
O.DO
F
ow
coo
0.00
0.00
0.00
o.00
Ft,Qf
Fe r wow
s
r- Lenro
0.00
090
000
000
000
900
0.00
000
w,mr
I
J
it IV St eesv l0 80s Ir r eLdl
C I matt kxlt
pt STM 1,,,
�; r
i 5$ �'
�R�1S'-
P
2.09 O.Br
4
19
1041
045
new
� L
. y,46p.°
I
16'
O00 00
2'
I
000 6CU
26"
Y
000 Quo-
000
7b6dJe$,YM#6r1H:;;
_00_0_
3.36 1.45
Sd fll"el Tvp antl Slia
CS=50 296 1,19
------------
5 lect carelaI In floor Jaly
IMWO
�a^
r.L 5
sw
Fbw
9
26"
0.00
_-
0 00
nr
Soled Jandy Homer Type and Size
. ,,0 1067 462
on
A
i7mp
9VtKYIAP7
Jan is
_. 'ro,/�Series
�, Ttywnlaca
Total Dynamic Head
Calculation Worksheet
Company. LIXANDER
Job Name. CLAFTON{OWSPEED
City/Town. ALM CITY
MstmcOom: Defa can only be ink
tomavw rwe In Gallons Per Wrwt
flow rate, Then Proceed to step #3
sa.ed tC a lily or odnf ni Mr hit..
Jand
�- � I'roySieYies
6fTFNiGc•
Job 0.j::� D.M. &47f10f7
A ddress,13100 PERIMETER RD
SoIM:O zip Coda.
4-Ci Nfia.: Pol sing the RESET button wilt clear all
Yellow cells to alert a new wor Nan, .
I I f-an�Valumc ' a�
lour turnover rate is re tared to comply vvim
System TDH CalculaNOn Resettle
Tlaa! Fdobw Lass in FL or 14.02
WOteffTON)
Total FricOal Lou in PM 6.07
APSP 15 sad Tutu 24 standards
Versa Plumb Reduction Results
alcutat GPM 8 TumaverIf
al', 'd... "`-1
,
TON Reduction
°
6
SIR]`
33
srs em
, W
TTMw o; e b 11.1.5
52
6 fps ruefion yakocitV
required by APSE 156 Tine 24 Sty-r. Maids
Calculate' fatal Len gill of Sucfi.nPita,: recom nle1+
1 �...I .
" N<DORM
a
(r9, N
I'I - l
®�
*�
`
o
76
hilt
0-067
00
000
3.17
0.019
000
G00
_
2.6'
TR4
0.009
0.00
0 0{
-
3•
1.42
0.003
000
C.JD
r
0.83
0,001
0.00
v 00
6"
0.36
0000
090
0.00
tTOTAL
0.00
0.00
33
,,W. vat
vl ills", Total Lebplh of Return Pips}
required! b APSE 15 0 24 Standards
and
3,
4
�
1.6"
5.16
0.067
i 0
J f l
0.29
2"
_
J.17
0,019
is
2.Ob
3.89
_
26"
2.24
0,006
1 0.00
0.00
_ 3"
1A2
0.003
OM
0.00
4"
0.83
0,001
0.00
0.00
6"
site
0.000
0.00
0.00
"TOTAL ,?;.
2.73
1.19
l 0^
alculate TomlN
Finings (Input Totei of eai
r � InYellow
b
x
'-
1, 6
2.14 0 a3
--�--
Fdcden Una in
poolWaw
2.14
0.00
0.00
0.00
000
0.00
2-
5
4
4
3
1.18
a-1
� m
0.59
0.00
DA9
0.16
0.25
0.00
Motwew
0.00
0.00
0.00
0.00
bite
0.00
0.00
0.W
3'
0.00
0.00
Rid�wls�ln
0.00
0.00
0.0)
0.00
o.00
0.00
P
0.00
0.00
0.00
0.00
b7 oo
0.00
0.00
0.00
6"
O.te
0 W
Friona. tm in
ow
0.00
000
000
ocil
000
F1_e,wnc.r
-
3.11
1 44
Rel le st l.. suet &t]s(.l en le
M 0+, '.
00 on,
-I AIL
O.rS 0.32
r...
o.00 o.00
I J -FiIM a S
Oa0 ns0 ���
F� � I
(4e1i CaitltM<er In -flour Valve-
I
[ ; 777
'lets% L a sd
S
Lob xt s
I� 3 0.60
1� I
�r tJ d, HcM., Tnewrind Sze"
I
ano 1.65
062
313C1'R1CN. eatnPlwiT auwc, caotmnlnc Nxo msruunoN sear
EOU[POTENTIAL BONDING DETAIL
CONroRY To M Wil N.I.C. kna dPPrlCealB tom Lmm
. Yipamx GUN G cone an Off
OF Tea N.R.C. 2011 M. 600.2p
9p' Ym6 z 6'0- lean z m- nacre ctsen "inum; SP4Ck 0
PNOm 0! 1AT P1NU MJUM PA! 110.20(4). Min.)ANO
110.EN9 OP T2e Nit NknakLL t'JScfarc cook
o.Fe
��vr. Q :rk wmer MdS..�
na
u
n ec. sou
ELECTRICAL DETAIL
NM: All. k1aLT M a066 S9Nla.
CONFUM TD NF.0 Nil ma Bab
jand!), , rigs DESIGNED FOR:
Pro by ox mCs
ALEXANDER POOLS
CLIFTON RESIDENCE
3160 PERIMETER RD
PALM CITY, FL
T t r+
y �
1
4
s:v
ENGNEEk_GREGORY ARIAS
PROFESSIONAL ENGRv'F,ER.PE-73071
12M 56th PlaceN
West Pale. -
(300 Be2cbl
�3�1�
r 1879-0
C
4#'ELECTIM
NGT iNCL07-
SIEVE H
DILAFTIN )RST 3
DESIGN SEPG & pp
01-7846 horstAVICES :1
eve@yahoo.com