HomeMy WebLinkAboutAPPROVED 3-22-21 FELCH-signedPOOL SPECIFICATIONS
2"—MAIN DRAIN
-------------------
2"—RETURNS
3' x8'
EQUIPMENT
PAD
32'-1 1 "
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Rodgers 16121111111111,
cn=Marvin R Rodgers
Date: 2021.03.23 23:54:29
-04'00'
MAX. WIDTH 14'0"
MAX.LENGTH 28'0"
PERIMETER 76'
AREA 327 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 YES
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
CHLORINATOR IC-30
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (1) GLOBRITE BUBBLER
LIGHTS POOL (2) LED COLOR GLOBRITE
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER HEAT PUMP SIZE 125,000 btu
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
PATIO SPRAY DECK SQ FT ±1,014
TERMITE YES DONE BY BUGMAN
EXISTING PATIO NO SQ FT ±
DECK DRAIN 33' PLANTERS NO
APPROX. GALLONS 11,000 G.P.M. --
TURNOVER 6 HR. 0 MIN.
cn SCREEN ENCLOSURE YES FOOTERS YES
w CHILD BARRIER SPLASH GUARD & SCREEN
ENCLOSURE
Q
COMMENTS
325 SQ FT POLY ROOF
JOB INFORMATION:
HORIZON POOLS
FELCH/CAHILL RESIDENCE
5419 STATELY OAKS ST
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***
FBC 2020 Compliance NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201-7846 horst.steve@yahoo.com 4
—Pool construction complies with FBC 2020, ANSI—T 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
—Water Heating equipment to comply with FBC 2020—R4501
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
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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)
.�"aa\
ll
31 `.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 @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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MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 26 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
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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
WATERLINE
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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 &
Y" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN &ATTACH AUX. PUMP OVERPOUR OR CAP TILE
LINE WHEN EMPTYING POOL WHERE APPUCABLE ' • ...�:
6"x6" TILE
GRATE SHALL 4" SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH �" 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
PLUG ' ..
'.i:: r. '' : `
(1)#3 COVE BAR @6" O.C.
GRAVEL BE
TO PUMP
TYP. WALL
SECTION &
WELL POINT
(NO SCALE)
................................................................
POOL LIGHT
JUCTION BOX
WATER LEVEL
UNDERWATER
LIGHT
YARD BY
POOL PATIO
EQUIPMENT
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- ' 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
a
•
•
FOOTER DETAIL
(NO SCALE)
Yu— 3"x32
CNNNNEV ORP\N
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
*38.79in? 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 &
11NER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
www.horizonpools.net Wade M. Clarke
Licensed & Insured
Lie# RP-0067256
orizon
POOLS. 1 r4 c.
NEW CONSTRUCTION & REMODELS
32 `gears E(perience on the Treasure Coast
Email: horizon pools@att.net Office: 772.405.1130
DECK
MM
1 ROW OF WATERLINE TILE
WATERLINE —
MAX 5' — 6" LIGHT
1 #3 STEEL 0 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 of 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_ 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.
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HORIZON POOLS
FELCH/CAHILL RESIDENCE
5419 STATELY OAKS ST
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: ')Ht 1:
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 4
(772)201.7846 horststeve@yahoo.com
',ir PENTAIR
TDH CALCULATOR HORIZON-FELCH/CAHILL-HIGH
STEP 1
STEP 2 STEP 3
POOL SPECIFICATIONS
SELECT EQUIPMENT TOM CALCULATION
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume (gallons):
11000.00 gallons Suction Lift: 1.50 ft
Turn Over(hoursl:
6.00 hours
Filtration Flow Rate:
36.00 GPM Maximum Flow Rate 67.85 GPM
Selected Components
Components
SELECTION
QUANTITY MAXIMUM PIPEVELOCITY IFT/SECI SUCTION OUTLET 8
ICONSULTYOUR LOCALCODE
DISCHARGE
8
MAIN DRAIN
1
TOTAL PIPING LENGTHS (FT) INLET
60.00
DISCHARGE
96.00
SELECTION
QUANTITY
1 INCH RETURN
(r -
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IMAGE
90 DEGREE ELBOW INLET
6
NO
AVA LABLF
DISCHARGE 12
ICHLOR 30
1
TEE THROUGH INLET
O
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DISCHARGE 3
a
�� CLEAN AND CLEAR
1 � 45 DEGREE ELBOW INLET
O
DISCHARGE :r
S1W
16 1.5"X 2"3WAY VALVE
3
UNULTRATEMP
1
SELECTION / MODEL
QUANTITY
SUPERFLO VS
16-1
I oj/
1
Results: Your TDH Calculation
Flow Rate
67.85 GAL/MIN Max Flow Rate at Max RPM: 67.85 GAL/MIN
Head Loss
52.31 FT Head Loss at Max Flow Rate at Max 52.31 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping:
2.00 Discharge Piping: 2.00
PUMP RPM
Flow Rate at Selected Pump RPM:
67.85 Pump RPM: 3450
J
Head Loss at Selected Pump RPM:
52.31
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
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p11Pt5P Pooll&sspa Professionals® HORIZON-FELCH/CAHILL-LOW
ANSUAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
FELCH/CAHILL
CONTRACTOR NAME
AND ADDRESS:
HORIZON
OWNER:
CONTRACTOR PHONE: DATE: 3-1.9-21
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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-lSa 2011 standard which can be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 11,000 ;or
1. 11,000 gallons
_
b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gall _
2. §5.2.1: Calculated filtration flow rate
Z. 36 gpm
_
(Pool volume : 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 size Elam Table 1 with o 6 fps flow capacity the some or more than item I.)
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 same 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) a Branch Pipes _(quantity) =branch flow rate (gpm).
Enter the smallest pipe size from Table 2 with o 8 fps flow capacity the same or more than the calculated
return branch flow tore.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a. CART
b. Minimum filter area
4b. 96 sq. ft.
-
(Calculate: item 2. (gpm) =filter factor (gpm/Jt"2))
Filter factors: Cartridge=0.375, Sand--15, Diatomaceous Earth=2
5. §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
-
Table 1
Iwn�n u="al
Pipe Size:
1.5"
2"
2.5"
3"
3.5"
4"
5"
6"
Nominal GPM @ 6 fps
38
63
90
136
185
238
374
540
Nominal GPM g e Tps
51
84
119
184
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 aCurve-A gpm flow equal to item 2 or less.
45.3.2.2: Pools 17,001 gallons or more, select pump' from the database with a Curve-Cgpmflow equal to item 2 or less.
'Multi -speed pumps must have one speed listed that satisfies this requirement.
a. Pump model
b. Pump Flow
145.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flaw listed in database)
6a. N/A _
6b. N/A
or
PENTAIR
SUPERFLO VS
7a.
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
Heaters
4.4.1.1
Heater has no pilot light
4.4.1.2
Readily accessible on -off switch mounted outside of the heater
X
4.3.1.3
No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
X
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
5.3.3
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
X
Pool systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
NIA
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
5.5.3
System installed with solar, or setup for the future addition of solar heating equipment by
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
built-up connections, or dedicated pipe to and from the pool.
X
5.6
Directional inlets for mixing pool water.
X
3/17/15
AN51/APSP/ICC- 15 Standard Writing Committee Form
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