HomeMy WebLinkAbout2-15-22 REVELS-SIGNEDPOOL SPECIFICATIONS
2"-_R_ETURNS-
2"—MAIN DRAII
MAX. WIDTH 147'
MAX.LENGTH 33'0"
PERIMETER 84'
AREA 384 sq.ft.
MIN. DEPTH 3'6"
MAX DEPTH 5'6"
ACCESS LEFT
ELEV. TOB T.B.D.
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
TILE 6x6
STEP EDGE 2x6
COPING EDGE OVERPOUR
48'-0"
INTERIOR FINISH GEM COAT
SWIMOUT NO
LADDER N/A
HANDRAIL NO
GRAB RAIL NO
- NA WA I
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 SALT
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (1)BUBBLER
LIGHTS POOL (2) LED COLOR GLOBRITE
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 ±720
TERMITE YES DONE BY BUGMAN
EXISTING PATIO YES SQ FT 329±
DECK DRAIN 48' PLANTERS NO
APPROX. GALLONS 12,900 G.P.M. --
TURNOVER 6 HR. 0 MIN.
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER SPLASH GUARD AND
SCREEN ENCLOSURE
COMMENTS
56 LF STEM WALL
JOB INFORMATION:
HORIZON POOLS
REVELS RESIDENCE
FT PIERCE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
Digitally signed by Marvin R
1801 Hazelwood Drive
Marvin
R
Rodgers
R Pierce, FL 34982
DN: c=US, o=Unaffiliated,
(772)201-1634
ou=A01410C000001725DB612C
Rodgers
Rodgers
Datte:12022 02.1 21:19:05-05'00'
***ELECTRIC NOT INCLUDED***
FBC 2020 Compliance NEC 2017 Compliance
PREPARED BY: Jri1JtS 1:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201-7846 horst.steve@yahoo.com 4
—Pool
construction complies
with FBC 2020, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec
as per FBC 2020—R4501.6.3
—Pool
Barrier to comply
with
Section R4501.17-7th edition FBC
—Skimmers comply with FBC 2020—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment
Foundation
3'x7'
conc. slab min 3.5" thick pour in
place
or approved Hurricane
Rated precast equipment pads
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
0
N
Vacuum (In Hg) X 1.13
Feet Of Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
ILIKIVANG1.11,]
MAIN DRAIN
POOL DETAIL
(NO SCALE)
,I01 Ell
\c
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 012" O.C. EACH WAY
0' TO 3' — 8" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
9 ft.
6 ft.
�H 9�•1 3_':Q. Q. _j
�;
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
4O
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
WATERLINE
X
N
—
N
0 0
x °
a
to 0
J
N g
0 <
N
J
C
z 0
. d. 16" MIN(TYP) °
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)
NOTE: REMOVE GRATE &
Ya" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOUR OR CAP TILE
LINE WHEN EMPTYING POOL WHERE APPLICABLE
6"x6" TILE
GRATE SHALL 4" SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 4Y2" TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL ;STEEL—TEX FORM
OR KRAFT WALL
6" TYP. FLOOR
'•
TRENCH DRAIN
3,000 PSI
#3 0 12" O.C.B.W.
GUNITE
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
;
(1)#3 COVE BAR ®6" O.C.
PLUG
:.:.
GRAVEL BE
TO PUMP
TYP.
WALL SECTION
& WELL POINT
WATER LEVEL
UNDERWATER
LIGHT
POOL LIGHT
JUCTION BOX
z
POOL PATIO
12 VAC FROM
Z
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
SCHEDULE 40 PVC SLEEVE
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
YARD BY
EQUIPMENT
8„
rift
;7
•
FOOTER DETAIL
(NO SCALE)
' HAIR &
\INER
CNPNNE� DRA\N
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH ---------------------------
2020 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8 Li I Li
32" CHANNEL DRAIN AND SUMP 2+�
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.
(1)#5 BAR CONT.
12" MIN
1" PVC CONC. POOL DECK
CONDUIT a
x
Q
8" CMU, ALL
CELLS FILLED Jo
18"(MIN)
3000 PSI CD
LAP
N
COMPACTED
GRADE
FILL
8" #5 BARS @32" O.C.
VERTICAL W/ HOOK
3" CLEAR
(TYP.)
o
#5 BARS
I
@32" O.C.
3—#5 BARS CONT.
Z7#,5
TANDARD HOOK BARSM
O.C.
CONCRETE FOOTER
STEM WALL DETAIL N.T.S.
www.horizon pooIs. not Wade M. Clarke
Licensed & Insured
Lic# RP-0067256
AV.,"locrizon
P10OLS, 1144C=
NEW CONSTRUCTION & REMODELS
32 Years &perrence on the Treasure Coast
Email: horizon pools@att.net Office: 772.405.1130
DECK
3'-0"
1
1 ROW OF WATERLINE TILE
WATERLINE —
f° LIGHT WALLS
MAX rJ — 6' SHALL
1 NOT
#3 STEEL ®12" 0/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
3'-0
00
O3 —v0:"n
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'
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: XXXgal / --- XXX=XXX___+___XXX =XX_X___
(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_ 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 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 higher seed override is not to exceed one normal cycle or 24 hrs whichever is less
HORIZON POOLS
REVELS RESIDENCE
5807 BAMBOO DR
FT PIERCE, 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
PENTAIR
TDH CALCULATOR HORIZON -REVELS -HIGH
STEP 1
STEP 2 STEP 3
POOL SPECIFICATIONS
SELECT EQUIPMENT TDH CALCULATION
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume Igallons):
12900.00 gallons Suction Lift: 1.50ft
Turn Over (hoursl:
6.00 hours
Filtration Flow Rate:
36.00 GPM Design Flow Rate 70.83 GPM
Selected Components
Components
SELECTION
QUANTITY MAXIMUM PIPE VELOCITY IFT/SECT SUCTION OUTLET 8
(CONSULT YOUR LOCAL CODE(
DISCHARGE
H
MAIN DRAIN
1
TOTAL PIPING LENGTHS (FT) INLET
84.00
DISCHARGE
92.00
SELECTION
QUANTITY
1/2 INCH RETURN
4
90 DEGREE ELBOW INLET
7
NO IMA
AVAILAE(.
DISCHARGE
12
ICHLOR30
<
1
TEE THROUGH INLET
O
-
DISCHARGE
3
.• CLEAN AND CLEAR
1 45 DEGREE ELBOW INLET
0
DISCHARGE
2
1W
16 1.5'•X2"SWAY VALVE
3
SELECTION / MODEL
QUANTITY
SUPERFLO VS
1
Results: Your TDH Calculation
BE SURE TO PROVIDE AVGB-COMPLIANT SUCTION OUTLET COVER WITH A MAXIMUM APPROVED FLOW RATE EQUAL TO OR GREATER THAN THE
FLOW RATE SHOWN AT THE MAXIMUM PUMP SPEED, BELOW.
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.00
Discharge 2.00
Piping:
AT THE FILTRATION FLOW RATE
-
AT THE PUMP MAXIMUM SPEED
Pump Speed at the Filtration Flow
2585 RPM Flow Rate at Max Pump RPM: 70.83 GPM
Rate
Head Loss at the Filtration Flow
14.32 FT Head Loss at Max Pump RPM: 50.26 FT
Rate
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
110
100
90
�
a
a
80
v
o
u 70
I
a
m
m 60
I
v
3
w SO
-
o
m
a
� 40
m
0
m
a
I
a
»
30
3
zo
0
to
0 10
20 30 40 50 60 70 80 90
100
Volumetric Flow Rate (GPM)
-Clean System Curve
-Pump Curve III Desired Operation Paint -Clean System 1 Pump Operation Point
vA �►J� The Association of HORIZON -REVELS -LOW
1 � Pool &Spa Professionals
ANSVAPSP/ICC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
"III
PROJECT NAME:
AN D ADDRESS
REVELS
CONTRACTOR NAME
AND ADDRESS:
HORIZON
OWNER:
CONTRACTOR PHONE:
DATE: 2-16-22
nnunneuun sneer cam p,epa,eu oy me r-ice rtelloenual �wlmmmg tool ana spa energy [Triclenty xanaara WRliing lOmmlttee Or ine ASSOCIdLIon of Yool ana ]pa
Pipe Si-
Professionals )APSP). It is not part of the American National Standard ANSIJAPSP/ICC-lSa 2011 but is included for information only.
Contractors should acquire and comply
with the ANSI/APSP/ICC-i5a 2011 standard which can be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 12,900 ; or
1. 12,900 gallons
-
b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gal/ft^3) =
2.45.2.1: Calculated filtration flow rate
2. 36 gpm
_
(Pool volume a 360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 1.5 inches
-
(Enter the smallest pipe sizehom 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
(Cokulate: Item 2. (gpm) _Brunch Pipes (quantity) =branch flow rote (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 1 with a 8 fps flow capacity the some or more than item 2.)
_
d. Minimum return branch pipe diameter
3d. N/A inches
(Calculate: Item 2. _(gpm) .Branch Pipes (quantiry)=branch flow rate (gpm).
_
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated
return brooch flow rate.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a. CART
b. Minimum filter area
4b. 96 sq. ft.
-
(Cakulo[e: item 2. (gpm) : fiher factor (gpm/ft"2))
filter factors: Cartridge=0.375, 5and=15, Diatomaceous Earth=2
S. §5.4.2: Backwash valve: X No?
N/A
_Yes,
(When using o backwash valve, enter result of item 3c or 2 inches whichever is larger)
S. inches
-
Table 1
1w1,°° vs<a)
1.b"
2"
2.5"
a"
3.5"
4"
b"
b"
Nominal GPM e 6 fps
38
63
90
136
185
238
374
540
Nominal GPM a 8 fps
51
84
119
134
247
317
499
720
6. Single -speed pump selection (when used):
§5.1.1, 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
Database.
a. Pump model
b. Total horsepower
7. Multi -speed pump selection (when used):
§5.3.2.1: Pools 17,000 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 oCurve-C gpm flow equal to item 2 or less.
*Multi -speed pumps must have one speed listed that satisfies this requirement.
a. Pump model
b. Pump flow
(§5.3.2.1, 5.3.2.2: Applicable Curve A or Cgpm flow listed in database)
6a. N/A _
6b. N/A
or
PENTAIR
7a SUPERFLO VS
7b. 45 gpm -
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee form 1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
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
spa with tight fitting cover with R-6 insulation,
No electric resistance he�ocumentedporoilnheafinng
or for pool with from on -site solar or recovered energy.
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.
Pool systems
5.3.4
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
3/17/15
ANSI/APSP/ICC- 15 Standard Writing Committee Form
2 of
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1/2' SHEET METAL SCREW
13/a' x fib TAP CON
HEATER 2" GALVANIZED ANGLE
BRACKET OR
PUMP/FILTER FRAME
(TYP)
3 I%2" rein, THICK CONCRETE SLAB
0_
HEATER FILTER �
o_
POOL EQUIPMENT ANCHOR DETAIL