HomeMy WebLinkAboutPLANSI
51'-0"
CONCEALED FA®TfiNERS on APTAt9NMmm
APICO ENTgHACCORaTHE
ORFI CO D
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POOL SPECIFICATIONS
`"
g`���
MAX. WIDTH 21'
MAX. LENGTH 30'
PERIMETER 89
AREA 412 sq.ft.
MIN. DEPTH 3'6"
MAX DEPTH 516"
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)5' 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#0625506-320
POOL RETURNS 4 VAC. LINE STUBOUT
SKIMMER (1)TILED
CHLORINATOR INTELLICHLOR IC-30
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (1)LED COLOR BUBBLER AND
(1)18' SHEER DESCENT
LIGHTS POOL (2) LED COLOR GLOBRITE
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 t1,118
TERMITE YES
DONE BY BUGMAN
EXISTING PATIO N/A
SQ FT --------
DECK DRAIN 51'
PLANTERS NO
APPROX. GALLONS 13,800
G.P.M. --
TURNOVER HR.
MIN.
SCREEN ENCLOSURE NO
FOOTERS YES
CHILD BARRIER POOL GUARD ALARM AND 4'
HIGH ALUMINUM FENCE TO CODE
FILE COPY
CONCEALED FASTENS% OR ArFACHMENTS
ARE THEE SIB COWRAGOR RECORD
St. Lucie C ount�
HORIZON POOLS
MENDES RESIDENCE
6017 PALMETTO DR
INDIAN RIVER ESTATES, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENOREER PE-73071
- 10299 Soathem Blvd#211282-
Royal Palm Bach, FL-33421
- - (305)879-0541 - -
***ELECTRIC NOT INCLUDED) **
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201.7M6 borst.steve@yaboo.com / 4
FILE COPY
NOTE: REMOVE GRATE &
Y' P--���
WELL POINT PLUG FROM MAN
DRAIN & ATTACH AUX, PJMP
UNE WHEN EMPTYING PDOL
avarooua OR CM laE ,
WHERE APPUC/&E '; •; ;. ' .•• ,. .y,,,j,.:,
-Pool
construction complies
with FBC 2017, ANSI-T ANSI-15
6°x6" TILE
?.
4' STAB
—Water
Velocity —Max 8ft/sec
as per FBC 2017—R4501.6 3
GATE SHALL
BE SECURED IN
INTERIOR
2500 FIBER MIX
—Pool
Barrier to comply with
Section R4501 17-6th edition FBC
PLACE SO
THAT TOOLS
FINISHWALL-3,000
TYP. PSI GUNITE
-Skimmers
comply with FBC
2017-R4501 21.2
ARE REQUIRED
—Soil
bearing capacity assumed
2,000psi @95% compaction
OR REMOVAL
STEEL-7IX FORM
OR KRAFT WALL
—Equipment
Foundation 3'x7'
conc. slab min 3.5" thick pour in
3,0 0PPSI FLOOR
='
3 0 12° O.C.B.W.
place
or approved Hurricane
PP
Rated recast equipment ads
P—P
TRENCH DRAIN
GUNITE
'� NOTE: FOR DEPTHS
TREADED
.A
GREATER THAN 6' ADD
PLUG
a:.;:='• `..
(1)#3 COVE BAR 06° O.C.
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
MO DRAIN
POOL DETAIL
(ND SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
I?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
/8 COPPER
TO GRID
HORIZONTAL INSTALL
18 COPPER
TO GRID ii
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/13 REBAR 012' O.C. EACH WAY
3' TO 6' - 6' THU WALLS W/;(3 REBAR 012' OC. EACH WAY
0' TO 3' - 8' THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
MISC. NOT
I. All STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 24 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANOHOLO TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
GAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
< SCALE)
POOL PATIO
WATER LEVEL
'w�•". 12 VAC FROM
POWER SUPPLY
,y
3 ft'
UNDERWATER g
�,;.
LIGHT
..'l
1' PVC
CONDUIT
POOL FINISH
SCHEDULE 40 PVC SLEEVE
O41
•'
��
.:' ` NO BONDING
OR GROUND
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
REQUIRED
VV' + SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT �IOAPPROVED
* NOUNDERMINING OCCURS OR ENGINEER IF ANY DOES
NICHLESS UNDERW
LIGHT DETAIL
PRIDOR TOnOE TESTPOUOFF THEKFI MATERIAL ARE PROVIDED
(NEIATER
THE OD
STEPS
( SCALE)
STEP DETAILS
I. TREAD IS MIN OF 10' WIDE.
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOUD GUNITE 3000 P.S.I.
•
01
0011. DPN
(1) #5 REBAR
FOOTER DETAIL
(NO SCALE)
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OURET
PER FRC4501.6.6
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2' SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO USTED FLOW RATES
*WHITE PVC BODY
-COVER GOES OVER BODY TO GIVE FINISHED LOOK
NA1R &
ANER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 300 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
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
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" Plumbing,
FILE COPY
www.horizonpools.net
Wade M. Clarke
Licensed & Insured
Lie# RP-CO67256
r ►orzon
OOLs. 1 rncw.
NEW CONSTRUCTION & REMODELS
32 Years E+(pener>ce on the Treasure Coast
Email: horizonpools@atLnet Office: 772.405.1130
DECK 1 ROW OF WATERLINE TILE
J'-6n WATERLINE
MAX
5'-6
7111 STEEL 0 1T' 0/C E.W.Da FLOOR
Rrx'�R RAPE ��� rc
REASMABLY UNFORII wm
COMPLY wm ARTIa6S 561
THEM 5.6.
HaRR
TOWARDS THE DEEP
FliaM
swvL
Noi IX(PID 1 FAR IN w ] mm
2W-0"
6' THICK
TYPICAL SECTION THRU POOL
<NO SCALE)
Pipe Size
6 fps
8fpS
1'
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,
2,5'
88
gprl
0.05'
117
gprl
0,09'
3'
136
gpm
0,04' 1
181
gpm
0.07'
4'
234
gpm
0A3'
313
gpm
0,05'
6'
534
gprn
0,02' 1
712
gpm
0.03'
ELLS
SIA1
NE
SLOPE
CREATE6
THAN 11
Determine System Flaw Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _ XXX ft_ XXX_z 7.48(gol/Ft) = --- XXX _—gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: __XXX _ gal / _XXX_ XXX_+_ XXX__ _ XXX__
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2 _inch to keep velocity 0 8 fps max. at_ 82 —gpm Maximum System Flow Rate.
Return Piping to be_ 2 _inch to keep velocity 0 8 fps max. at_ 82--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 PENTAIR SUPERFLO VS H.P. 1.5
Total H.P.=H.P.x service faclar. I H.P. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 100
Flier min. area based on ev. answer flow rate pool gel. / 360 min. = Flow pate
Divide G.P.M. by Canddge =.375 or Send =15 a D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
DESIGNED FOR:
HORIZON POOLS
MENDES RESIDENCE
6017 PALMETTO DR
INDIAN RIVER ESTATES, FL
MINEER, CMORY ARIAS
PRORESSIONAL ENGINEER PB-73071
10299 Southern Blvd #211282
Royal Palm Beach, R_33421
(305)09-054LOil
_
/i
***ELECTRIC NOT INCLUDED''*
PREPARED BY: SEIEET:
STEVE HORST 3 /
DRAFTING &
DESIGN SERVICES 4
772)201.7846 honLsteve@yaboo.com
PENTAIR
TDH CALCULATOR
Pool Information HORIZON-MENDES-HIGH SPEED
Flow Rate: 72.35 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 80 Ft
Discharge Side: 100 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec
Discharge Piping: 2.052 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 Ft/Sec
Piping Head Loss at 72.36 Gal/Min:
(net incutling fittings or valves)
Inlet Piping: 6.38 Ft
Discharge Piping: 7.97 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: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 72.35 Gal/Min
Branch Piping: 2.5 In
Your Head Loss: 48.92 Ft
Inlet Piping: 2.0 In
Maximum Flow Rate
Discharge Piping: 2.0 In
at Maximum RPM: 72.36 Gal/Min
Ensure the drain over max tlow rating is not
exceeded.
Head Lose at
Maximum Flow Rate: 48.92 Ft
System Head Pressuro Curve
100
80
60
40
20
O
O
25
Volume
Selected Components
Components
abeer
Mams
n
OuenaY r2R5eIn
InIaBICNwtC-30
1
YM3S3way Velre
3 2B1%
INb pM
1 106
cxo oa clot
, ax
la imm�ean
a ,ace
SuperFlo VS - 3450 rpm
clean System
Desired Opero6on Point
75 100
Piping
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45 epee NKw T 13 041
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Pumps
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PENTAIR
r ITS: KNJJ M[l0L11WM101 7
Pool Volume: 13800 Gal
Total Piping Lengths:
Turn Over Time: 7.50 His
Inlet Side: 80 Ft
Suction Lift: 2 Ft
Discharge Side: 100 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your Iccel code)
Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec
Discharge Piping: 2.052 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Head Loss at 30.67 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 1.30 Ft
Discharge Piping: 1.63 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: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 30.67 GBVMin
Branch Piping: 1.5 In
Your Head Loss: 10.87 Ft
Inlet Piping: 1.5 In
Maximum Flow Rate
Discharge Piping: 1.5 In
at Maximum RPM: 72.35 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 48.92 Ft
20
15
S10
5
O0
Selected Components
Components
XaM1
NYaRtlav lC-]0
Y•26']xryMa
tad pxM
crmnam cam
iR irviixaRm
Piping
x.a.
W EeleeaL'av
Tee Ttl�iuyn�
Pumps
xm
Elppno YB
System Head Pressure Curve
SuperFlo VS - 1600 rpm
_I Clean System
Desired Operation Point
10 20 30 40
Volumetric Flow Rate (GPM)
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WmW MAr Oa1Mb
f 03B
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v'(E 1 v / 00