HomeMy WebLinkAbout7-20-20 REKUS-SIGNEDPOOL SPECIFICATIONS
44'-0"
MAX. WIDTH 14'0"
MAX.LENGTH 28'0"
PERIMETER 75'
AREA 315 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)
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
SKIMMER (1)TILED
2"—DECK _JETS----------T----------------- I - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - --------, CHLORINATOR IC30
------------ ----- ----- --
---------------------------2--SHEER -DESCENT-------L------------------- r-'�r- r- "' -- - F-- ----� � FILL LINE N/A OVERFLOW N/A
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\ l WATERFEATURE (2)BUBBLERS, (2)DECK JETS &
R 18 ;+12" ,
CONCRETE (1)48" SHEER DESCENT
+s" +6'9 & LIGHTS POOL Q) LED COLOR GLOBRITE
swlM EDGE 48" R SPRAY DECK ELECTRIC BY HORIZON
OUT TILE SHEER TRANSFORMER YES J. BOX YES
DESCENT I
HEATER NO SIZE ------ btu
POOL GUARD GEM GAS TYPE N/A TANK N/A
COLOR ALARM 3 6 HOOKUP BY N/A
LED LITE 14 x28i INTERIOR 7
DEEP PATIO SPRAY DECK SQ FT ±893
POOL TERMITE YES DONE BY BUGMAN
00
EXISTING PATIO NO SQ FTDGE
±----
N ! 5'6" STILE 1499 N DECK DRAIN 46' PLANTERS NO
DEEP APPROX. GALLONS 10,600 G.P.M. --
00
1 s TURNOVER 6 HR. 0 MIN.
SUN R --- n SHELF SCREEN ENCLOSURE YES FOOTERS YES
R CHILD BARRIER SPLASH GUARD ALARM &
\ SCREEN ENCLOSURE
00
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Digitally signed by
Marvin R Rodgers
Marvin R DIN: c=US, o=Unaffiliated,
ou=AO141 00000001 725
Rodgers cn=DatMRodgers
2020 OR Rod
23:46:49-04'00'
JOB INFORMATION:
HORIZON POOLS
REKUS RESIDENCE
7437 BOB 0 LINK WAY
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No.68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY: Mitt 1:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201-7846 horst.steve@yahoo.com 4
Pool construction complies with FBC 2017. ANSI-7. ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
Dlace or CIDDroved Hurricane Rated precast eauiDment Dads
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
ll�Ell
X
3�`c
S
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)
': -4F Ell
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 @12" 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 012" O.C. EACH WAY
9 ft.
6 ft.
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Y
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EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
F� 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
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOUR 0
LINE WHEN EMPTYING POOL WHERE
6"x6
GRATE SHALL
BE SECURED IN IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Y" PER FT. MIN SLOPE
R CAP TILE
APPLICABLE •. .'�. ,�;
" TILE
4" SLAB
TERIOR 2500 FIBER MIX
FINISH 4y" TYP. WALL-3,000 PSI GUNITE
6" TYP. FLOOR
TRENCH DRAIN 3,000 PSI
GUNITE
TREADED
PLUG
STEEL—TEX FORM
OR KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR @6" O.0
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
(NO SCALE)
WATER LEVEL
UNDERWATER
LIGHT
POOL LIGHT
JUCTION BOX
POOL PATIO
cZ
cfl
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— 12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
YARD BY
EQUIPMENT
POOL FINISH `
1 " PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
•
FOOTER DETAIL
(NO SCALE)
CNNNNEV ORP\N
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET
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 LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
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 &
1INER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
RETURN TO POOL
MISC. NOTES THREE—WAY
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE WATER TO SHEER VALVE
COLOR OF GEM FINISH FOR VISIBILITY DESCENT
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" F4.
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75
<.......FILTER
STEP DETAILS
1. 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 SOLID GUNITE 3000 P.S.I. SUCTION FROM POOL
STEPS
(NO SCALE)
TYPICAL SHEER DESCENT DETAIL
www.horizonpools.net Wade M. Clarke
N Licensed & Insured
Lic# RP-0067256
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- rizon
POOLS. INCIIIIIIIII
Q%4
;
- ` NEW CONSTRUCTION & REMODELS
_ 32 Years &perrence on the Treasure Coast
Email: horizonpools@att.net Office: 772.405.1130
DECK
1 ROW OF WATERLINE TILE
WATERLINE —
' " LIGHT WALLS
MAX 5 — 6 SHALL
NOT
I #3 STEEL @ 12" O/C E.W. SLOPE
6" THICK GREATER
FLOOR SLOPES THAN 11"
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
5'-0"
28' ... 0"
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
gpr,1
0.05'
117
gpm
0.09'
3"
136
gpm
0.04'
181
gpm
0.07'
4"
1234
gpm
0.03'
313
gpm
0,05'
6"
1534
gpm
0.02'
712
gpm
0.03'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: ___M ___ft_XXX_x 7.48(gal/Ft) _ XXX ___gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX____ got / ___ 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 2 __inch to keep velocity @ 8 fps max. at 8?__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 PENTAIR C&C 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 ON PUMP Model
Controls must operate a minimum of two speeds.
The hiaher speed override is not to exceed one normal cvcle or 24 firs, whichever is less
HORIZON POOLS
REKUS RESIDENCE
7437 BOB 0 LINK WAY
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 4
(772)201.7846 horst.steve@yahoo.com
r
PENTAIR
TDH CALCULATOR HORIZON-REKUS-HIGH
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STEP 1 STEP 2 STEP 3
POOL SPECIFICATIONS SELECT EQUIPMENT TON CALCULATION
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STEP 3 OF 3: TDH CALCULATION
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Pool Specifications
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Pool Volume Igallons): 10600.00 gallons Suction Lift: 1.50 it
Turn Over (hours]: 6.00 hours
Filtration Flow Rate: 36.00 GPM Maximum Flow Rate 68.05 GPM
Selected Components
EDIT
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY (FT/SEC)
SUCTION OUTLET 8
[CONSULT YOUR LOCAL COOEI
DISCHARGE 8
15' X T' SWAY VALVE
7
TOTAL PIPING LENGTHS (FT)
INLET 46.00
DISCHARGE 90.00
SELECTION
QUANTITY
MAIN DRAIN
1
90 DEGREE ELBOW
INLET %
DISCHARGE 13
❑�
1/2INCH RETURN
4
TEE THROUGH
INLET O
NOIMAGE
AVALABLF
DISCHARGE 3
ICHLOR 30
1
45 DEGREE ELBOW
i
INLET 0
♦`�YI
DISCHARGE fi
CLEAN AND CLEAR
1
SELECTION / MODEL
QUANTITY
SUPERFLO VS
L
1
Results: Your TDH Calculation
Results: Your TDH Calculation
Flow Rate
68.05GAL/MIN
Max Flow Rate at Max RPM: 68.05GAL/MIN
Head Loss
52.08 FT
Head Loss at Max Flow Rate at Max 52.08 FT
RPM:
___________________________________________________________________________________
REQUIRED MINIMUM PIPE SIZE
Inlet Piping:
2.00
Discharge Piping: 2.00
PUMP RPM
Flow Rate at Selected Pump RPM:
68.05
Pump RPM: 3450
Head Loss at Selected Pump RPM:
52.08
SYSTEM HEAD PRESSURE CURVE
BY PU VIP SELECTION
130
120
110
2
0
100
a
0
90
0
f
I
80
a
m
v
70
.,
m
l7
3
60
o
B
so
0
a
m
=
40
'w
30
v
'
Q
20
10
0
0 10 20 30
40 50 60 70 80 90 100
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve
■ Desired Operation Point - Clean System A Pump Operation Point
I%PSPThe Association of
Poo/ & Spa Professionals® HORIZON-REKUS-LOW
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
REKUS
CONTRACTOR NAME
AND ADDRESS:
HORIZON
OWNER:
CONTRACTOR PHONE:
DATE: 7-21-20
This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa
Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.
Contractors should acquire and comply
with the ANSI/APSP/ICC-15a 2011 standard which ran be purchased at www.apsp.org.
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1. §5.2.1: Calculated pool volume
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a. Gallons: 10,600 ; or
1. 10,600 gallons
b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gal/ft43) =
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2. §5.2.1: Calculated filtration flow rate
2. 36 gpm
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(Pool volume a 360 or 36gpm whichever is larger)
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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 5 fps flow capacity the some or more than item 2.)
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b. Minimum suction branch pipe diameter
3b. N/A inches
(Calculate: Item 2. _(gpm) _ Branch Pipes _(quantity) = branch flow rate (gpm).
Enter the smallest 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 I with a 8 fps flow capacity the some or more than item 2.)
d. Minimum return branch pipe diameter
3d. N/A inches
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(Calculate: Item 2. _(gpm) Branch Pipes (quantity)=branch flow rate (gpm).
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Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than the calculated
return branch flow rate.)
4. §5.4.1: Filter type and size:
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a. Filter type: (Cartridge, DE, Sand)
4a. CART
b. Minimum filter area
4b g6 sq. ft.
(Calculate: item 2. (gpm) a filter factor (gpm/f A2))
Filter factars: Cartridge=0.375, Sand=15, Diatomaceous Earth=2
S. §5.4.2: Backwash valve:
N/A
_Yes, X-No?
(When using a backwash valve, enter result of item 3c or 2 inches whichever is larger)
S. inches
(wh`.O"�)
Table 1
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6. Single -speed pump selection (when used):
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§5.1A, 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
Database.
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a. Pump model
6a. N/A
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b. Total horsepower
6b. N/A
7, Multi -speed pump selection (when used):
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§5.3.2.1: Pools 17,000 gallons or less, select pump • from the database with a Curve -A gpm flow equal to item 2 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
a. Pump model
SUPERFLO VS
7a.
b. Pump flow
7b. 45 gpm
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
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3/17/15ANSI/APSP/ICC- 15 Standard Writing Committee Form
1 of 2 j
---------------- --------__----
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
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Pipe Site:
t.5"
2"
2.5"
3"
J.5"
1"
5"
6"
Nominal GPM 6 fps
38
63
90
138
185
238
374
540
Nominal GPM @ 8 fps
51
84
119
184
247
317
499
720
Component
Section
Requirements
Check
4.4.1.1
Heater has no pilot light
N/A
4.4.1.2
Readily accessible on -off switch mounted outside of the h
Heaters
4.3.1.3
No electric resistance heatin or inground spa with tight fitting cover with R-6 insulation,
or for pool with ocumented pool heating from on -site solar or recovered energy.
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.
Pool systems
S.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
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
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3/27/25 ANSI/APSPACC-15 Standard Writing Committee Form 2 of 2
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