HomeMy WebLinkAbout6-9-20 REALS-REVISED-SIGNED—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
place or approved Hurricane Rated precast equipment pads
—Water Heating equipment to comply with FBC 2017—R4501
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 APPUCABLE %a .�: • , :.
6"x6" TILE ~a
GRATE SHALL 4" SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 4Y" 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 ® 12" O.C.B.W.
GUNITE
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
'
s ''= ''
(1)#3 COVE BAR ®6" O.C.
PLUG
;'�
GRAVEL BE
TO PUMP
—
TYP.
WALL SECTION &
WELL POINT
(NO SCALE)
8,1
(2) #3 REBAR OR
(1) #5 REBAR
8"
FOOTER DETAIL
(NO SCALE)
JM CUSTOM POOLS
CPC 1458456
HYDROS
DECK 1 ROW OF WATERLINE TILE
WHEN PROVIDED
HEATER
SHALL BE AT 20" MAX
PRESSURE GAUGES INSTALLED ON
CHLORINATOR FILTER
FILTER PUMP FOR FINAL INSPECTION
WATERLINE
BELOW THE
PUMP W/ HAIR &
3 —6 WALLS
LIGHT
WATERLINE
6� LINT STRAINER
MAX SHALL
7 NOT
i
\3
p0
1 #3 STEEL ® 12" 0/C E.WSLOPE
LEVEL FLOOR
76- THICK GREATER
THAN 11"
x
��' '��\ ��'' '��
HEATER
FLOOR SLOPES
18" <
BY—PASS
FLOOR SLOPE SHALL BE
SK0AI-11
o
N
COMPLY�WITHREASONLYUNIFORM ARTI LESS 6.1
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
THRU 5.6.3 THE SLOPE OF THE FLOOR FROM
Feet Of Head Feet Of Head
THE SHALOW END WALL
p00` pRN\N <R ENE
3 y32 C�
SHAL
NOT EXXCEED EI DFOOT IN �7 FOOT
Vacuum Head + Pressure Head
Cvmk4E\ ip'NYN
= Total Dynamic Head
36'-0"
SWIMOUTS
PIPING SCHEMATIC
TYPICAL SECTION THRU POOL
(NO SCALE)
(NO SCALE)
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
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 012" O.C. EACH WAY
9 ft.
6 ft.
3 ft.
J
+. J
J +.
Q
Q
Q
CO
00
[_
,•
r O�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
PCB SUFFICIENT TO SECURE SOILS FROM EROSION OR SETrLEMENT
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBIDTY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" MIN <.
9.
•da .
N e. •
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.
CTFPC
WATER LEVEL
UNDERWATER
LIGHT
POOL FINISH
•' -.1 -
SCHEDULE 40 PVC SLEEVE
PENTAIR GLOBRITE—SHA LIW W TER
AMP 30 70 • ;' NO BONDING
OR GROUND
FUSION IN POOL PROD REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
POOL PATIO
12 VAC FROM
POWER SUPPLY
1" PVC
CONDUIT
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
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
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.
cc DInI CDnvv
3Li IIV rLuiJI/AL
PRE—FAB TOP
4EA #3 REBAR
FROM POOL FLOOR
INTO SOLID
POURED PEDESTAL
12" 12" ROUND PEDESTAL
TABLE & PEDISTAL
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: _==___ft__==_x 7.48(gal/Ft) _ _===gal PUMP
(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-2.5—inch to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate.
Return Piping to be_ 2.5—inch to keep velocity @ 8 fps max. at 117—gpm Maximum System Flow Rate.
Main Drain Cover(_____ HEMBNE______) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0,08'
50 gpm 0.14'
2'
62 gpm 0,06'
82 QDM 0,10'
2,5'
88 gpm 0.05'
17 gpm 0,09
3'
136 gpm 0.04'
181 gpm 07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P.=H.P.x service factor. I 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.
Determine Pipe Sizes: HYDROS ONLY
Trunk Piping to be 2.5 to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate.
Return Piping to be_2.5_inch to keep velocity @ 8 fps max. at_117 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
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 qpm 0.10'
2,5'
88 gpm 0.05'
17 gpm 0,09
3'
136 gpm 0.04'
181 gpm ,07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
JM FORM & STEEL
REALS RESIDENCE
5180 NW DUNN RD
FT PIERCE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
Ft Pierce, FL 3429^82
(772)2111 P� Iy signed by Marvin R
Marvin R Rodgers
DN: c=US, o=Unaffiliated,
Rodgers ou=AO1410C000001725DB6E2CAO
0018119, cn=Marvin R Rodgers
Date: 2020.10.12 22:21:56-04'00'
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
(NO SCALE)
(NO SCALE)
PENTAIR
TDH CALCULATOR JM-REALS-HIGH
STEP 1
POOL SPECIFICATIONS
STEP 2
SELECT EQUIPMENT
STEP 3
TDH CALCULATION
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume (stations):
16200.00 gallons Suction Lift:
1.50ft
Turn Over Ihourst:
6.00 hours
Filtration Flow Rate:
45.00 GPM Maximum Flow Rate
108.78 GPM
Selected Components
Components
SELECTION
QUANTITY MAXIMUM PIPE VELOCITY [FT/SECT
SUCTION OUTLET 8
IcxxsucT vaaR LareLcoREI
DISCHARGE 8
�41111, INTELLICHLOR IC-4D
1
TOTAL PIPING LENGTHS FT)
INLET 54.00
DISCHARGE 84.00
2.. 12.5"3WAYVALVE
SELECTION
[,
QUANTITY
90 DEGREE ELBOW
INLET 7
DISCHARGE 13
MAIN DRAIN
1
TEE BRANCH
INLET 0
3
DISCHARGE
CLEAN AND CLEAR
1
ULTRATEMP
1
❑� 1 INCH RETURN
4
SELECTION / MODEL
QUANTITY
INTELLIFLOVARIABLE SPEED, VSaSVRS, VF, OR VSF 1
Results: Your TDH Calculation
Flow Rate
108.78 GAL/MIN Max Flow Rate at Max RPM:
108.79 GAL/MIN
Head Loss
69.76 FT Head Loss at Max Flow Rate at Max
69.77 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping:
2.50 Discharge Piping: 2.50
PUMP RPM
Flow Rate at Selected Pump RPM:
108.79 Pump RPM: 3450
J
Head Loss at Selected Pump RPM:
69.77
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
120
110
100
x
w
90
a
80
u
0
£
°
70
3 60
`0
50
n
0
a
a
0 40
o,
30
m
0
20
10
0
0 20
40 60 BO 100
120 140
Volumetric Flow Rate (GPM)
-Clean System Curve
-Pump Curve ■ Desired Operation Point - Clean System A Pump Operation Point
oAPSPP TheAssociationJM-REALS-LOW
Pool &Spa Professionals'
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
REALS
CONTRACTOR NAME
AND ADDRESS:
JM CUSTOM POOLS
OWNER:
CONTRACTOR PHONE:
DATE: 6-9-20
.......... ...... ............-...e.tee......,....���..�.,�-...�.�.,�..�...�-�.._�.�.�.....a,w..���..vei..=.a....... .... ........ a ...... ...........
Professionals (APSE). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.
mu,e rowve.rvum Tee, auu aPa
Contractors should acquire and comply
with the ANSI/APSP/ICC-iSa 2011 standard which can be purchased at www_a lisp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 16,200 ;or
1. 16,200 gallons
_
b. Calculated Gallons: (surface are.) X (overage depth) X 7.48 (gal/f-3) _
2. §5.2.1: Calculated filtration flow rate
2. 45 gpm
_
(Pool volume.' 360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 2 inches
(Enter the smallest pipe size from Table 1 with a 6 fpspaw capacity the same ar more than item 2.)
_
b. Minimum suction branch pipe diameter
3b. NIA inches
(Calculate: Item 2. (gpm). Branch Pipes (quantity)=bronchfiawrete (gpm).
_
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the mlecioned
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 same or are than item 2.)
_
d. Minimum retum branch pipe diameter
3d. N/A inches
(Calculate: Item 2.(gpm)-Branch Pipes_tquantity)=branchflow rate (gpm).
_
Enter the smallest pipe size f om Table 1 with a 8 fps flaw capacity the same or more than the calculated
return branch flow rote.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a, CART
b. Minimum filter area
46, 119 Sq. ft.
-
(Calculate: item 2. (gpm) . fiita factar (gpm/fl"1))
Filter factors.' Cartridge-0.375, Sand=15, Diatomaceous Earth=1
S. §5.4.2: Backwash valve: X No?
NIA
_Yes,
(When using a backwash valve, enter result ofotem 3c or 2 inches whichever isforger)
S. inches
-
Table 1
Pies Sin:
1.5"
2"
IWheO ""al
Nominal GPM �etps
38
63
90
i38
185
23B
3]4
540
Nominal GPM � 8 fps
51
8d
119
184
24T
31]
199
]20
6. Single -speed pump selection (when used):
§5.1.1, 5.3.1: For single - psed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump
Database.
a. Pump model
6a. N/A
_
b. Total horsepower
6b. N/A
_
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 kss.
§5.3.1.1: Pools 17,001 gallons or more, select pump- from the database with o Curve-C gpm flow equal to item 2 or less.
or
'Multi-speecipumps must have one speed listed that satisfies this requirement
PENTAIR
a. Pump model
7a. INTELLIFLO VS_
b. Pump flow
7b. 70 gpm
_
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C goonflow listed in database)
v "T/Im -\-J ANSI/APSP/ICC 15 Standard Writing Committee Form 1of2
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
4.4.1.2
Readily accessible on -off switch mounted outside of the heater
X
Heaters
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.
N/A
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
MM
E"
I �-1 11u-iav
ANSI/APSP/ICC- 15 Standard Writing Committee Form
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30" WIDE a 6'6" HIGH a 36" DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
L N�
WATER PROOF G.F.I.
MUST NOT BE MORE
THAN 20' FROM POOL
EDGE AND NOT
WITHIN 6' OF POOL EDGE `
N.E.C. 2017 SEC. 680.22(3)
-POOL TIMER W/S.T.
TOGGLE -SWITCH
N,E.C. APPROVED
1" PVC CONDUIT
- 3-#12 IN
1/2" CONDUIT
#8 SOLID COPPER WIRE
TO EQIAPOTENTIAL BOND
#8 SOLID COPPER
WIRE TO GROUND
OPTIONAL 2ND LIGHT
JUNCTION-BOX(S)
MIN OF 8"
ABOVE POOL DECK
POOL
L
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N.E.C. 2017 SEC. 680
STAINLESS STEEL
HANDRAIL
(SAME BONDING FOR
LADDER)
ANCHOR WITH
#8 SOUD COPPER
BOND WIRE WITH
PROVED CLAMPS
#8 SOLID COPPER
BOND WIRE WITH
APPROVED CLAMPS
LIGHT NICHE
1-#8 SOUD BARE COPPER
18"MIN-24"MAX CONT. PERIMETER BOND
IRE WITH APPROVED
CLAMPS 4" TO 6" BELOW
SUB -GRADE BOND TO
ENTIRE
......,..
EOUIPMENT ALL-INGROUND
POOLS
1-#8 SOUD BARE COPPER
BOND WIRE WITH APPROVED
CLAMPS 0 (4) SIDES OF
GUNITE POOLS BOND TO
POOL STEEL
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.E.C. 2017 SEC. 680.26
✓,> PENTAIR
TDH CALCULATOR JM-REALS-HYDROS
STEP 1 STEP 2
POOL SPECIFICATIONS SELECT EQUIPMENT
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume (gallons): 16200.00 gallons Suction Lift: 1.50ft
Turn Over Ihours): 6.00 hours
Filtration Flow Rate: 45.00GPM Maximum Flow Rate 108.77 GPM
Selected Components
Components
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY IFT/SECI
SUCTION OUTLET 8
IcxxsacrvouR LocnLcxxn
DISCHARGE 8
MAIN GRAIN
1
TOTAL PIPING LENGTHS IFTI
INLET 54.00
DISCHARGE 34.00
SELECTION
QUANTITY
3/81NCH RETURN
(F
❑�
91 DEGREE ELBOW
INLET 7
IM ABLE
AIA
12
DISCHARGE
TEETHROUGH
INLET 0
DISCHARGE 3
SELECTION MODE
CUANTITY
INTELLIFLO VARIABLE SPEED. VS.SVRS.
VF.OR VSF 1
45 DEGREE ELBOW
INLET 0
DISCHARGE 2
Flow Rate 108.77 GAL/MIN
Head Loss 69.73 FT
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.50
Max Flow Rate at Max RPM: 108.77 GAUM I N
Mead Loss at Max Flow Rate at Max 69.73 FT
RPM:
Discharge Piping: 2.50
PUMP RPM
Flow Rate at Selected Pump RPM: 108.77 Pump RPM: 3450
Head Loss at Selected Pump RPM: 69.73
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTIO N
J
120
110
2
100
0
W
- a
v 90
0
i
�
u 80
F
W
m 70
m
3
0
"
60
0
m
a
50
0
V
III
9
0
140
„
30
7
0
0
20
7
"
10
0
0 20 60 60 80 100 120 IQ
Volumetric flow Rate (GPM)
Clean System Curve -Pump Curve 1 Desired Operation Point - Clean System 1 Pump Operation Point
DESIGNED FOR:
JM FORM & STEEL
REALS RESIDENCE
5180 NW DUNN RD
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 3
(772)201.7846 horst.steve@yahoo.com