HomeMy WebLinkAboutPOOL SPECIFICATIONSPOOL SPECIFICATIONS
39'-7"
'-MAIN -DRAIN
'-RETURNS
Marvin R Digitally signed by Marvin R
Rodgers
DN: c=Uso=Unaffiliated,
Rodgers Datao, 0 021. 6.1722:4946-04'00'
MAX. WIDTH ITT
MAX.LENGTH 30'0"
PERIMETER 76'
AREA 303 sq.ft.
MIN. DEPTH 3'0"
MAX DEPTH 50"
ACCESS LEFT
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 YES
LADDER N/A
HANDRAIL YES
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
SKIMMER (1)TILED
CHLORINATOR IC-30
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (1) BUBBLER
LIGHTS POOL (2) LED COLOR
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER NO SIZE btu
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
PATIO SPRAY DECK SQ FT ±703
TERMITE YES DONE BY BUGMAN
EXISTING PATIO NO SQ FT ±
DECK DRAIN 397' PLANTERS NO
APPROX. GALLONS 9,000 G.P.M. --
TURNOVER 6 HR. 0 MIN.
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER SPLASH GUARD ALARM
COMMENTS
376 SQ FT POLY ROOF
JOB INFORMATION:
HORIZON POOLS
BRANDIFINO RESIDENCE
5630 PLACE LAKE DR
FORT PIERCE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
FBC 2020 Compliance
NEC 2017 Compliance
PREPARED BY:
STEVE HORST
DRAFTING & DESIGN SERVICES
(772)201-7846 horst.steve@yahoo.com
4
NOTE: REMOVE GRATE &
Ya" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
OVERPOUR OR CAP TILE
WHERE APPUCABLE '., •i .%.' •
(1)5 REBAR
WWW. OfIZO poo's.net
Wade M. Clarke
Licensed & Insured
s"xs" TILE
4" SLAB
w
Lic# RP-0067256
—Pool
construction complies
p
with FBC 2020, ANSI-7, ANSI-15
GRATE SHALL
BE SECURED IN
PLACE SO
HA TOOLS
INTERIOR
FINISH
2500 FIBER MIX
4Y2" TYP. WALL-3,000 PSI GUNITE
x
—Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3
—Pool
Barrier to comply
with
Section R4501.17-7th edition FBC
ATRE
FOR REMOVAL
STEEL—TEX FORM
OR KRAFT WALL
—Skimmers Com ly with FBC 2020—R4501.21.2
—Soil
bearing capacity assumed 2,000psi @95% compaction
s" TYP. FLOOR �.•��
3,000 PSI
�>>
' O rizon
—E —Equipment
q
Foundation
3 x7
conc. slab min 3.5 thick Our In
P
TRENCH DRAIN
TREADED
GUNITE
{`
# 3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
POOLS,
INC.
place or approved Hurricane Rated precast equipment pads
PLUG
' ..- '. `.•'
(1)N3 COVE BAR @6" O.C.
fir'
NEW CONSTRUCTION
& REMODELS
�2 Y
ears EYp2rienCe o�� the
Treasure Coast
GRAVEL BE
TO PUMP
—
FOOTER DETAIL
TYP. WALL SECTION &
WELL POINT
(NO SCALE)
Email: horizonpools@att.net
Office: 772.405.1130
(NO SCALE)
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
XX ;&1 .4;
3
*
O
N
Vacuum (In Hg) X 1.13
Feet Of Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
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
NICHLESS LIGHT SYSTEM
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
9 ft.
6 ft.
�•
Co
0
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
a
QO
<0
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
WATERLINE
X
N
N
O
X °
a
2
0
Ul J
N 4° ''
0 <
OF
1 *
° a °
� x N
d '
L
4'<
d
O p
a ° .
Z
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE.
2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT
3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM
STEP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
STEPS
(NO SCALE)
................................................................
POOL LIGHT
JUCTION BOX
WATER LEVEL
UNDERWATER
LIGHT
YARD BY
Z
POOL PATIO
EQUIPMENT
cfl
Z
12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
%:• ;; . 1 " PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
CNPNNEV � WN CLEA�vv•
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET
PER FRC4501.6.6
COMPLIANT WITH
2020 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
*38.79in2 OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY TO PUMP
*COVER GOES OVER BODY TO GIVE FINISHED LOOK
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 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.
' HAIR &
%INER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
DECK
M
1 ROW OF WATERLINE TILE
WATERLINE —
5' — 0"
LIGHT
MAX
1 #3 STEEL @ 12" O/C E.W.
6" THICK
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 5.6.3
THE SLOPE OF THE FLOOR FROM
THE SHALOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
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
M
0.14'
2"
62
gpm
0.06'
82
gpm
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
0.02'
712
gpm
0,03'
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11"
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: --- XXX ___ft_ XXX_x 7.48(gal/Ft) = --- XXX ___gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ---------- XXX al 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 @ 8 fps max. at_ 82_gpm Maximum System Flow Rate.
Return Piping to be_? __inch to keep velocity @ 8 fps max. at_ LL _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 factor. 1 H.p. or more must be 2 speed or variable speed
Filter Make PFNTAIR U0 Size 150
Filter min. area based on 6hr. turnover flow rate pool gal. / 360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand = 15 or D.E. = 2
Time Controller make Q�l PI IKdP Model ______
Controls must operate a minimum of two speeds.
The higher speed override is not to exceed one normal cycle or 24 hrs, whichever is less
nrL I0XTT n rnn.
HORIZON POOLS
BRANDIFINO RESIDENCE
5630 PLACE LAKE DR
FORT PIERCE, FL
M. RANDALL RODGERS, P.E.
FL License No.68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***[LECTRIC NOT INCLUDED***
PREPARED BY: Jtitt i :
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 4
(772)201.7846 horst.steve@yahoo.com
-OPENTAIR HORIZON-BRANDIFINO-HIGH
TDH CALCULATOR
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STEP 1 STEP 2 STEP 3
POOL SPECIFICATIONS SELECT EQUIPMENT TDH-9- - rL
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
EDIT
POOL Volume (gallons):
9000.00 gallons
Suction Lift:
6.00 ft
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Turn Over (hours):
6.00 hours
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Filtration Flow Rate:
36.00 GPM
Maximum FLOW Rate
68.37 GPM
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Selected Components
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Components
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY(FT/SECI
SUCTION OUTLET 8
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(CONSULT YOUR LOCAL CODE)
DISCHARGE 8
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MAIN DRAIN
1
TOTAL PIPING LENGTHS (FT)
INLET 88.00
j
DISCHARGE 78.00
SELECTION
QUANTITY
1/2 INCH RETURN
4
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90 DEGREE ELBOW
INLET 8
j
DISCHARGE 13
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CLEAN AND CLEAR
1
TEE THROUGH
INLET 0
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DISCHARGE 3
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1.5" X 2" 3WAY VALVE
3
45 DEGREE ELBOW
INLET 2
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DISCHARGE 2
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ICHLOR 30
1
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SELECTION / MODEL
QUANTITY
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SUPERFLO VS
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Results: Your TDH Calculation
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Flow Rate 68.37 GAL/MIN Max Flow Rate at Max RPM: 68.37 GAL/MIN
Head Loss 51.93 FT Head Loss at Max Flow Rate at Max 51.93 FT
RPM:
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The Association of
.o, APSP Pool & Spa Professionals® HORIZON-BRANDIFINO-LOW
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
BRAN DIFINO
CONTRACTOR NAME
AND ADDRESS:
HORIZON
OWNER:
CONTRACTOR PHONE: DATE: 6-16-21
This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee
Professionals (APSP). It Is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.
with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
of the Association of Pool and
Contractors should acquire and comply
Spa
a. Gallons: 9,000 ; or
1. 9,000 gallons
_
b. Calculated Gallons: (surface area) X (average depth) X Z48 (gal/ftA3) _
2. §5.2.1: Calculated filtration flow rate
2. 36 gpm
_
(Pool volume , 360or36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 2.)
-
b. Minimum suction branch pipe diameter
3b. N/A inches
(Calculate: Item 1. _(gpm) _Branch Pipes_(quantity) = branch flow rate (gpm).
-
Enter the smo8est pipe size from Table 1 with a 6 fps flow capacity the some or more than the calculated
suction branch flow rate.)
c. Minimum return pipe diameter
3c. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 8 fps fiow capacity the same or more than item 2.)
_
d. Minimum return branch pipe diameter
3d. N/A inches
(Calculate: Item 2. _(gpm)+Branch Pipes (quantity)=bronchflow rate (gpm).
_
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated
return branch flow rate.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
43. CART
b. Minimum filter area
4b. 96 sq. ft.
-
(Calculate: item 2. (gpm) -filterfactor fgpm/ft"2J)
Filter factors: Cartridge=o.375, Sand=15, Diatomaceous Earth=2
5. §5.4.2: Backwash valve: X No?
N/A
_Yes,
(When using a backwash volve, enter result of item 3c or 2 inches whichever is larger)
S. inches
-
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Whrr v )
Table 1
Pipe Size:
1.5"
2"
2.5"
3"
3.5"
4"
S"
6"
Nominal GPM Q 6 fps
38
63
90
138
185
238
374
540
Nominal GPM @ 6 fps
51
54
119
184
247
317
499
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6. Single -speed pump selection (when used):
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§S.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump
I Database. I
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a. Pump model 6a. N/A _
b. Total horsepower 6b. N/A
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7. Multi -speed pump selection (when used):
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§5.3.2.1: Pools 17,0'00 gallons or less, select pump * from the database with a Curve -A gpm flow equal to item 1 or less.
§5.3.2.2: Pools 17,001 gallons or more, select pump* from the database with a Curve-C gpm flow equal to item 2 or less. or
*Multi -speed pumps must have one speed listed that satisfies this requirement. PENTAIR
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SUPERFLO VS
a. Pump model 7a.
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b. Pump flow 7b. 45 gpm
(§5.3.2.1, 5.3.1.2: Applicable Curve A or Cgpm flow listed in database)
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3/17/15 ANSI/APSP/ICC_15 Standard Writing Committee Form 1 of 2 j
r--------------------------------1
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
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Component
Section
Requirements
Check
4.4.1.1
Heater has no pilot light
4.4.1.2
Readily accessible on -off switch mounted outside of the heate
N/A
4.3.1.3
No electric resistance heating unle ground spa with tight fitting cover with R-6 insulation,
or for pool with 60 cumented pool heating from on -site solar or recovered energy.
Heaters
4
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
5.1.1
Pool filter pump listed in database
X
5.3.1
Pool filter pump with total horsepower 1.0 or more is multi -speed
X
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
X
servicing.
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
Pool systems
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
X
built-up connections, or dedicated pipe to and from the pool.
5.6
Directional inlets for mixing pool water.
X
R
Wprr V VA iMsn.ip Cvrw Mw�e.� s�n.V.
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3f17/15 AN51/APSP/ICC- 15 Standard Writing Committee Form 2 of 2
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