HomeMy WebLinkAboutConstruction PlansPOOL SPECIFICATIONS
44' — 6"
jol12-0c)19
REVIEWED FOR
1DE COMPLIANCE
LUCIE COUNTY
BOCC
MAX. WIDTH 144" MAX.LENGTH 25'11"
PERIMETER 68' AREA 292 sq.ft.
MIN. DEPTH 3'6" MAX DEPTH 5'6"
ACCESS RIGHT ELEV. TOB T.B.D.
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
TILE 6x6 STEP EDGE 2x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT 1)55_ LADDER N/A
HANDRAIL NO GRAB RAIL NO
FILTER PENTAIR C&C TIMECLOCK N/A
CIRC. PUMP PENTAIR SUPERFLO VS
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4 VAC. LINE STUBOUT
SKMVIER (1)TILED
CHLORINATOR INTELLICHLOR IC30 SALT
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (1) LED BUBBLER, (1)24" SHEER
DESCENT,(2) SCONCES
LIGHTS POOL (1) LED COLOR GLOBRTTE
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER NO SIZE N/A
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
PATIO SPRAY DECK SQ FT t531
TERMITE YES DONE BY BUGMAN
EXISTING PATIO YES SQ FT ±176
DECK DRAIN 44'6" PLANTERS NO
APPROX. GALLONS 9,800 G.P.M. --
TURNOVER HR. _MIN.
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER CHILD BARRIER FENCE
JANI 0 6 2019
ST. L uric- Cuunty, Permitting
HORIZON POOLS
SORIANO RESIDENCE
9207 CHAMPION�,Wm
LL Rp
PORT STL . ENs..cF
M. RANDALL R@DON, P.E.
PLLicenwg.68242 No.68212
1801 Hamlv;od Drive
01-02-20
***ELECTRIC NOT
FBC 2017 Compliance
STAT/jp�- OF
P, J_. n P_. A
NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST 1
DRAFTING & DESIGN SERVICE
(772)201.7W hont*ve@yahon.com 3
A, o
i
70B INFORMATION:
HORIZON POOLS
SORIANO RESIDENCE
N,,119a471 HAMPIONS WAY
T LUCIE, FL
M.RANDODGERS,P.E.
No.68212 FLLrgenseAo.
Cl-��. Ft AgreeL
w � STATE OF �
**ELEC RIC NOT
FBC 2017 Compliance
PREPARED BY:
7.1
634
10-16-19
a -
CLUDED'*'
NEC 2017 Compliance
STEVE HORST
DRAFTING & DESIGN SERVICES
(772)201.7846 horsLsteve@yahoo.com
daM REMOVE GRATE & Y" PER FT MIN SLOPE
WELL POINT PLUG FROM MAN ---� 1 5 REBAR
O1£RPOUR OR CAP BLE
Q..
iIOfI QCtls.i'if't GRAN & ATTACH AUK. PUMP .... www.horizonpools.net
- WHERE APPLICABLE .. ... . r ...
)
I WHEN EMPTYING POOL .. . ..Wade M.
x:
Licensed � In
6"x6' TILE LI I;P-CIO
Pool construction complies with FBC 2017 ANSI-7 ANSI-1 5 GRATE SHALL 4° SLAB
-Water Velocity -Max 8tt S2C as per FBC 2017 R4501:6.3 BE SECURED IN INTERIOR 2500 FIBER MIX '
/ p PLACE SO FINISH r Diu ro i
4y2" TYP. WALL-3,000 PSI GUNITE n
—Pool Barrier to complywith Section R4501.17-6th edition FB THAT TOOLS 8 .4.4
—Skimmers comply with FBC 2017-R4501.21.2 ARE REQUIRED "
�. FOR
REMOVAL ' STEEL TEX FORM it
—Soil bearing capacity assumed 2 000psi @95% compaction OR KRAFr WALE
6° TYP. FLOOR a ...,.
onzon
—Equipment Foundation 3'x7' conc. slab min 3.5" thick our I 3,000 FSI p3 0 12" O.c.B.W. _
TRENCH DRAIN GUNITE NOTE: FOR DEPTHS
place or approved Hurricane Rated precast equipment pads ,
TREADED't GREATER THAN 6' ADD
,�F Mi
PLUG '+
c1, 3 COVE BAR ®6" O.0 NEW CONSTRUCTION & REMODELS
r•2 4
�W ��sTF'S �.�(' its#"tt�t~ t'7t3 Pelt' 772si1(�3 Coast
GRAVEL BE TO PUMP
FOOTER DETAIL
TYP. WALL SECTION & WELL POINT (NO SCALE) i aill Morli orlpools ait.net Office: 772.405.
' C NCI SCALE)
- DECK 1 ROW OF WATERLINE TILE
WHEN PROVIIDED PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPE ION CHLORINATOR „ WATERLINE
BELOW THE.. ONC PUMP W/ HAIR & `� _s 5'-6 UGHT
WATERLINE o R D LINT STRAINER MAX
?CO3 RfNRNS LEVEL FLOOR 1 I3 STEEL 0 12" O/C E.W.
T r 6" THICK
A ,A _ FLOOR SLOPES
FLOOR SLOP SH41 RE
10
18, REASONABLY UNIFORM ANO
SKoVA01 COMPLY WITH ARTICLES 56i
Vacuum (In Hg) x 1 13 Pressure (P 1) X 231 THRU Sea THE SLOPE OF THE FLOOR FRO
Feet Of Head Feet OP Head -
THE TOWARDS
TH END DE WALL
NOWARXc THE DEEP AREA Seen
R�L pRW2, C�ER ENE NOT EXCEED I roDT IN T rom
Vacuum Head + Pressure ead cHNwNc pR�N 4'-0" 16-11 5'-0"
Total Dynamic Head '
25 -11
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(N4 SCALE) (NO SCALE)
8 COPPER
TO GRID CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC RELIEF SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB -
DEVICE INSTALLED IN - PER FRC45o1.6.s COMPLIANT:.32" CHANNEL DRAIN
AREAS THAT EXCEED 1 HORIZONTAL INSTAIL
COMPLIANT WITH ________ ______
WATER TABLE IN SHELL 2017 FLORIDA BUILDING CODE _-------- ------------------
USTED TO ASME/ANSI A112.19.8 Li
_. _._ M RENCH DRAIN is COPPER ,v;..
TG-GRID CHANNEL DRAIN AND SUMP
�Lv` "+ 25506-320-000
VERTICAL INSTALL *THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED TO GRAVEL Bap POOIBOI d PB-2008 *38.79in? OPEN AREA
*IAMPO. LISTED FLOW RATES
2,5' Install in Plumbing T at least 3" Bel w *WHITE PVC BODY o PUMP
Water level in Return Piping.lnstall COVER GOES OVER BODY TO GIVE FINISHED LOOK
in sprinkler box for easy access
The maximum flow rating for this suction fitting with the tenter port plugged and outer ports
MAIN DRAIN , open is 308 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
WATER BOND DETAILS FOR fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when usin 25" lumbin and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing
Pipe Slze
6 fps
Bfps
1"
16
gpm
0,14' `
21
gpm
0,23
1,5w
37
gpm
0,08'
50
gpm -
0.14'
2"
62
gpm
0.06'
8z
0,10'
2,5w
88
gpm
0.05'
117
gpm
0,09'
3'
136
gpm
0,04'
181
gpm
0,07'
4w
234
gpm
0.03'
313
gpm
0.05'
6w -
534
gpm
. 0,02
712
gpm:
0,03'
(NO SCALE)
NICHLESS LIGHT SYSTEM
9 P 9
OUTSIDE ANGLE OF REPOSE
POOL PATIO
s AND FURTHER- 4 THICK WALLS W/I3 REBAR 012 D.C.EACH WAY
;• *
Determine System
Flow Rate: Minimum Flow Rate Required: 35 gpm. Per skimmer
3' TO 6' -.6' THICK WALLS.W/I3 REBAR 012' O.C. EACH WAY
0 TO Y B" THICK WALLS W/#3.REBAR 012. O.C. EACH WAY :
WATER LEVEL x '� e <* „
1. Calculate P
j
of Volume;
me: ---XXX --- ft-XXX x 7.48(gal/Ft) = ---XXX __gal
4
r
(Surface Area) (Average Depth) (Volume in gallons)
f
2. Determine Flow
Rate: ---XXX gal / XXX _ _XXX T_}_XXX XXX
----- -
9 ft.
� 2 ' ROM
I (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow R
6 ft.
.. , x pOWE PLY
Determine Pipe
Sizes:
'
Trunk Piping to
be_ 2 5 inch to keep velocity 0 8 fps. max at_-117_gpm Maximum System Flow Rate.
3 ft.
z
UNDERWATER —
Return
be_ 2 5-inch to keep velocity 0 8: fps max at__117-gpm Maximum System Flow Rate
DGHT a
-
Dram Cov�
r(__ SEE ABOVE --) System Flow Rate must not exceed: approved cover flow r
'
1' PVC
CONDUIT
i
(Make and Model) See Engineering Page for Drain Configuration
¢:• �'• Q'•
-�
POOL FINISH
pcu�
SCHEDULE 40 PVC SLEEVE
Q:
NO BONDING
OR GROUND
EXCAVATIONS INTO THE ANGLE OF REPOSE IS ALOWAB PROVIDED: .3 REQUIRED
SHORING IS INSTALLED AT EXCAVATION AND SHORINLq�SHOULD BE
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SEfI!LEMENi
< " +' * '..I COMPACTION TEST OF. THE BACKFILED .MATERIAL ARE PROVIDED
ANY Does NICHLESS .:UNDERWATER LIGHT DETAIL
* NO UNDERMINING OCCURS OR ENGINEER APPROVED
PROVIDED - -
PRIOR TO THE POURING OF THE PATIO ( NO SCALE)
RAISED CONCRETE
i.7 Crye
sured
7256
II30
VA 11
Y1ALL5
sNau
LLT
kPPE
GREATR
THAN 11'
ate)
MISC. NOTES EXPOSED &TOPPED RETURN TO POOL T - ```TDNLL f/F71
1
'
1 ALL STEPS AND SWIMOUT BENCH EDGES THREE-WAY ``�N IQA!-�!ZQOC ��,'.
WILL HAVE'2.6 CAPTILE BORDER OF OPPOSITE : ``� �' V� C E N $tc•,tC'A �� WATER TO SHEER VALVE
COLOR OF GEM FINISH FOR VISIBILITY- DESCENT
2. HANDHOLD TO BE INSTALLED ARE WHERE - �M
DECK RAISED +6' ABOVE POOL
- o" censeNo.68�t2 =
10' MIN _ 1$O1 Hazelwood Mve
ITT Pierce, PL
DESIGNED FOR , srnTe ��)� �:
�1 da
it, 9
., EXISTING GRADE: .. FILTER - ii�.tvlC �CORID •
s •...
N a - ----- _ ------- OR V TO 4'
HORIZON POOLS
N
:' • : ". STEP DETAILS SLOPE 77F 1 �
L TREAD IS MIN OF 10" WIDE Q I� A N RESIDENCE
� Ij C I�Ij ��7 1q� ***ELECTRIC NOT INCL bED#"
2, RISER NOT GREATER THAN 12" EXC PT IF (1) 5 REBAR POOL PERIMETER SORIANO RESIDENCE
MORE THAN (3) TREADS ARE USED OR 2 3 REBAR
3 ALL STEPS TO BE SOLID GUNITE 30 O P.S.I.SUCTION FROM POOL -PREPARED BY. SHEET:
9207 CHAMPIONS WAY STEVE HORST
STEPS RAISED AREA ELEV. & GRADE TYPICAL SHEER DESCENT DETAIL PORT ST LUCIE, FL DRAFTING & �/
(NO SCALE) (NO SCALE) (NO SCALE) DESIGN SERVICES A
(772)201.7846 horsLsteve@yahoo,com 4
TDH CALCULATOR
HORIZON-SORIANO-HIO
i SPEED
Pool Information
Flow Rate: 87,21 GPM
Total
Piping Lengths!
Suction Lift: 2 Ft
-
Inlet Side: 76 Ft
Discharge Side: 92. Ft
Maximum Pipe Velocity Allowed:
Piping
Sizes:
.(consult your local code)
Inlet Piping: 2.445 In
Inlet Piping:.. 8 FUSec
Discharge Piping: 2.445 In
Discharge Piping: 8 Ft/Sec
Piping
Head Loss at 87.21 Gal/Min:
(not
nouding fittings or valves)
Inlet Piping: 3.65 Ft
Discharge Piping: 4.42 Ft
For advanced pools that contain multiple suctions,
this program may be
inaccurate. Consult a hydraulics engineer.
This p.
gram isfor single pump
sytems with a single body of water
Results: Your TDH Calculation
Required
Minimum Pipe Sizes:
Flow Rate: 87.21 Gal/Min
Inlet Piping: 2.5 In
Your Head Loss: 35.64 Ft
Discharge Piping: 2.5 In
Maximum Flow Rate
at Maximum RPM? 87.21 Gal/Min
Ensure the drain Cover max flaw rating is not
exceeded
Head Loss at
Maximum Flow Rate: 35.64Ft
System Head Pressure
urve
70
I
i
50
I
...... _._.. _. ...
_... , ....:
�
'0 4030
a
�
7
za
10
-- , . -
SuperFio VS 3450 rpm
'
V Clean System
FF Desired Operation Point
0
0 25 50
75
100 125
Volumetric Flow Rate G
M
Selected Components
Components
wad was s
Nar-
qu.nfily
87.210a@Mn
I1
1
285
3"x21 "3 wdy YEN¢
6
9W
Nam 0.1,
1
t 40
Mean and Clml
1
IM
Piping
Inlet
aNIN.,.
naedw.e.t
Ni
Quantity
Ounntlty
81.210aRM
W d1reesanw -
6
13
6311
45 deVreealLbw
o
6
Dan
Tea ThauOn
0
3
071
Pumps.
Ni
Q..MIN
sisnFb Vs .
1
TDH C PALf""ULATOR
HORIZON-SORIANO-LOW SPEED
Pool Information
Pool Volume: 9800 Gal
.Total Piping Lengths:
Turn Over Time: 4.25 Him
Inlet Side: 76 Ft
Suction Lift: 2 Ft
Discharge Side: 92 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.445 In
Inlet Piping. 8 Ft/Sec
Discharge Piping: 2.445 In
Discharge Piping 8 Ft/Sec
Piping Head Loss at38.43 GaIfPllin:
(not incuding fittings or valves)
Inlet Piping: 0.80 Ft
.Discharge Piping: 0.97 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a"hydraulics engineer:
This program is for single pump.
.sytems with a single'body of water.
Results: Yir -rDf'—alculation
Required Minimum Pipe. Sizes:
Flow Rate: 38.43 Gal/Min
Inlet Piping: 1.5 In
Your Head Loss: 8.46 Ft
Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM: 87.21 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 35.64 Ft
System Head Pressure Curve
O.0
0 10
Selected Components
Components
Nmni
130
Z i, 2,V away ON.
Main 0rain
Clem and 0.,
Piping
Nine
W dea-011 w
45 dni eibov.'
Tee TMmgh
Pumps
Name
6upeFlo V6.
SuperFio
Clean Sy.
Desired C
20 30 40
Volumetric Flow Rate (GPM)
H.ad w.. m
'.ni 3843 GNWIn
1 088
6 0.19
1 043
as,
In oischuw Heed W.rt
awntiry mama, 3e43aau611k,
9 13 13a
6 a 02'
0 3 015
QuanON
1 I
50
1600 rpm I
ation Point
E-1
no
Z
QV
z
$�
n
<�
ROW
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A
kN
caw�z
cy7si
SSS
t"i7i
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U.' W
izyy
m O tWWyyV
O WW F
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rl
Y.
pW
[zr
t�y7�i W o
0
pN
Reyy�++± trJ
40 N
U
to
p9
o•
No.�.
m
W
4i�� �
m�z
N
ti
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z
!I
ROB 4rr�
`OJ NDNLL
HORIZON
SORIANO RI
9207 CHAMPI
PORT SIT Li
OOLS
IDENCE
1S WAY
IE, FL