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LOCATION OF GFI RECEPTACLE TO BE
DETERMINED IN FIELD PER NEC 680
6 X 6 WATERLINE TILE LAUDERDALE 6X6 IS-634
NPT -- CORNERSTONE
2 X 6 STEP TILE
OVER POUR OVERPOUR
HAND HOLDS NA
GEM FINISH SKYBLUE.
BABY BARRIER BLACK
DECkowd BOMBAY.-- FL. 0-CRETE
DOPADO POOL CLEANER
U DEEP
SWIMOUT
---------------------------
LIFESAVER CFIILD BARRIER OR
ALARMS PER FLORIDA CODE
21 ft.
fE•-
CN
Co
co
R
R
EQUIPMENT
PAD
PER FBC
2017
SKIMMER LIME
VAC LIME
LIGHT LINE
Rr-TURN LINES
POOL SPECIFICATIONS
MAXIMUM WIDTH 13' MAXIMUM LENGTH 32'
MINIMUM DEPTH 3.t/=" MAXIMUM DEPTH 6'
SHAPE CUSTOM ELEVATION T.B.D.
DIRT FROM EXCAVATION: HAUL
EXTRA FILL AND COMPACTION NA
JOB ENTRANCE PER PLAN
TILE IS-634 INTERIOR SKY BLUE
r
EP TILE CNRST-AZURE
TER CARTRIDGE CC1OQ
TOR H.P. 1-t/: HP MOTOR H.P. SPA NA
OX INCL TRANSFORMER INCL TIME CLOCK INCL
HT 2 EA. LED SPA LIGHT NA
IN DRAIN 1 . SPA NA
TURNS POOL: 4 RETURNS SPA AS NEEDED
IMOUT OR LADDIw€t NA THERAPY JETS
NDRAIL YES -TAUPE PC-354 TRD
ING BOARD NA DECK JETS NA "
HEATER. NA TANK NA
VAC. HEAD INCL. VAC. HOSE INCL.. VAC POLE INCL.
BRUSH INCL. LEAF SKIMMER INCL. TEST KIT INCL.
CHLORINATOR YES FILL LINE NA
OVER FLOW LINE NA POOL CLEANER ! STUB . INCL.
TREE REMOVAL NA STUMP REMOVAL NA
WAIER SUPPLY EXISTING ELECTRIC SUPPLY EXISTING_
BACK WASH NE NA
SCREEN ENCLOSURE NA FOOTERS WITH STEEL
ELECTRICAL HOOKUP PAYUCK -
PATIO FLO•CRETE COLOR BOMBAY
EXISTING PATIO NA
TERMITE TREATMENT - INCL.
PLANTERS NA DECO- DRAIN INCL.
APPROXIMATE GALLONS POOL 10,000
PUMP G.P.M. 100 SPA NA
APPROXIMATE TURNOVER TIME EVERY 6 HOURS
CUT AND CAP SPRINKLERS HOMEOWNER
SAFETY FENCE COLOR . ' BLACK
OVER POUR OVERPOUR
SHEET TILE STEPS ONLY
MOASICS NO
11TA 7T TT"T-F C-7.1i'!'H Y'�'iT\l A !•,fTT it, .{T A T ?7 A I--•T1 T."T!'l .',
n -
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m
i/)
PROVISIONS OF THE CONTRACT FOR POOL -
CONSTRUCTION, AND. APPROVE THESE PLANS
WHICH ARE MADE APART OF THAT CONTRACT
OWNERS SIGNATURE
ADDRESS: ! 5U �� ftlVVL—N 7,'1I/tM1Z 'L)?Zl Vt
P01zr Sr. LUCIE L. 34983
AGENT SIGNATURE: SONJA CogBErr
POOLS BY GREG, INC WANTS YOU TO KNOW
A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION, NO CHILD
SHOULD BE LEFT UNATTENDED, PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE
ONLY WAY TO PREVENT AN ACCIDENT. THEY SHOULD MA114TAIN CONSTANT EYE CONTACT
WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD GET NEAR ANY BODY OF
WATER. UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN
SUPERVISION EVEN FOR A SMALL TIME, NEVERTHELESS, PARENTS SHOULD BE AWARE THAT
ANY BODY OF WATER POSES A RISK, ESPECIALLY FOR CHILDREN UNDER 5 YEARS OF AGE.
POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH OR
INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM WHEN USED BY THE
CUSTOMER, FOR ANY REASON BEYOND ITS CONTROL UNDER ANY CIRCUMSTANCES, FOR
ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY OR INDIRECTLY
RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC.
MAKES NO CLAIM WHATSOEVER TO THE DIFFERENCE OF THESE PRODUCTS
RULES FOR POOLS
? INSTRUCT BABYaTTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG CHILDREN
AND ABOUTTHE USE OF PROTECTIVE DEVICES SUCH AS DOOR ALARMS AND LATCHES.
EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
> DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A DESIGNATED WATCHER
TO PROTECT YOUNG CHILDREN FROM POOL ACCIDENTS. ADULTS MAY TAKE TURNS
BEING THE WATCHER OTHERWISE, ADULTS MAY BECOME PREOCCUPIED AND ASSUME
SOMEONE ELSE IS WATCHING THE CHILDREN.
> IF A CHILD IS MISSING, CHECK THE POOL FIRST. SECONDS COUNT IN PREVENTING
DEATH OR DISABILITY. GO TO THE EDGE OF THE POOL AND SCAN THE ENTIRE POOL
BOTTOM AND SURFACE, AS WELL AS THE POOL AREA,
> DO NOT ALLOW A YOUNG CHILD ON THE POOL WITHOUT AN ADULT.
DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY HAVE HAD
MAIN GRAIN SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
LEARN CPR, BABY-SITTERSAND OTHER CARETAKERS, SUCH AS GRANDPARENTS AND
OTHER SIBLINGS, SHOULD ALSO KNOW CPR
KEEP RESCUE EQUIPMENT BY THE POOL. 13E SURE A TELEPHONE IS POOL SIDE WITH
EMERGENCY NUMBERS POSTED NEARBY.
REMOVED TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE, TOYS CAN
ATTRACT YOUNG CHILDREN TO THE POOL,
NEVER PROP OPEN THE GATE TO A POOL,
NO RUNNING, PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA. NO
CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY SUGGESTION FOR
THE PREVENTION OF CHOKING).
? DON'T LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE HAIR OR
BODY ENTRAPM ENT AND DROWNING.
> HAVE A FIRST AID KIT AT POOL SIDE.
A - NEVER SWIM ALONE.
> NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL.
DON'T ALLOW CHILDREN TO PLAYAS THOUGH THE ARE DROWNING, A FALSE ALARM
MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
WHEN OWING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDTD FIRMLY
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. DIVING IIJTO
SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES CAUSING PERMANENT
PARALYSIS. NEVER DIVE INTO AN ABOVE GROUND POOL.
AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER.
NOTE: REMOVE GRATE &
Ya" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOUR OR CAP TILE (2) # 3 REBAR O R
LINE WHEN EMPTYING POOL WHERE APPLICABLE t. , ,:
6"x6° TILE ~a (1) #5 REBAR
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15 GRATE SHALL 4" SLAB
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 BE SECURED IN INTERIOR 2500 FIBER MIXPLACE POOLS
—Pool Barrier to Comply with Section R4501.17-6th edition FBC THAT TOOLS
O FINISH 4y" TYp. WALL-3,000 PSI GUNITE
—Skimmers comply with FBC 2017—R4501.21.2 ARE REQUIRED 8" . •
FOR REMOVAL STEEL-TEX FORM
—Soil bearing capacity assumed 2,000psi @95% compaction ., . OR KRAFT WALL by
„ 6" TYP. FLOOR '-
—Equipment Foundation 3 x7 conc. slab min 3.5 thick pour in 3,00o PSI3 ®12" o.c.B.w. 8"
TRENCH DRAIN GUNITE NOTE: FOR DEPTHS
place or approved Hurricane Rated precast equipment pads ;:
GREATER THAN 6' ADD
TREADED
PLUG (1)#3 COVE BAR ®6" O.C. C( GREG
y INC
GRAVEL BE TO PUMP -
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NO SCALE)
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
W I iiI
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
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
J
J
MISC. NOTES
J
J
Q
r
9 ft.
6 ft.
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
Co
WATERLINE
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
a 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 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
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x —
a
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N 4°
1 O
° ° °
a
N d '
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. a. 10" MIN(TYP) °
° ° d
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.
cmUnc
C\APRNEV DRP\N
PIPING SCHEMATIC
' HAIR &
\INER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
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.
POOL LIGHT
JUCTION BOX
DECK
LEVEL FLOOR
41M
1 ROW OF WATERLINE TILE
WATERLINE
MAX
6'-0"
7
#3 STEEL @ 12" O/C E.W.
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
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apt -v
LIGHT
6" THICK
4'-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
gpm
0.14'
2"
62
gpm
0.06'
82
m
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
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____ gal / ____XXX -_ XXX___+___XXX _ -_ _ XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_l•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(_____ 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. I H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 100
Filter min. area based on 6hr. turnover flow rate pool gal. 1360 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.
Tho hinhar snoarl morrido is not to arrand nna nnrmal rvrla nr 9A hrs whirhovar is loss
YARD BY
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POOL PATIO
j
EQUIPMENT
WATER LEVEL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
z
- 12 VAC FROM
R Pierce, FL 34982
UNDERWATER
POWER SUPPLY
(772)201-1634
LIT
SIZE AS DETERMINED
DESIGNED FOR:
BY LICENSED ELECTRICIAN
POOL FINISH
V�_.
1" PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
POOLS BY GREG
FIX RESIDENCE
750 SE HIDDEN RIVER DR
PORT ST LUCIE, FL
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
(NO SCALE)
(NO SCALE)
TDH CALCULATOR PBG- FIX -HIGH
TDH CALCULATOR PBG-FIX-LOW
Pool Information
Pool Information
Flow Rate: 90 GPM Total Piping Lengths:
Inlet Side: 52 Ft
Total Piping Lengths:
Pool Volume: 10000 Gal P glnlet
Suction Lift: 1.5 Ft
Discharge Side: 100 Ft
Turn Over Time: 4.00 Hrs Side: 52 Ft
Suction Lift: 1.5 Ft Discharge Side: 100 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Pi m 2.4451n
p g'
Maximum Pipe Velocity Allowed: Piping Sizes:
Inlet Piping: 8FUSec Discharge Piping: 2.4451n
(consult your local code) Inlet Piping: 2,445 In
Piping;
Inlet PiIn BFUSec DischargePi in 2.4451n
g'
Discharge Piping: 8 Ft/Secp
Piping Head Loss at 90.00 Gal/Min:
Discharge Piping: 8 FUSec
Piping Head Loss at 41.67 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 2.65 Ft
(not incuding finings or valves)
Discharge Piping: 5.09 Ft
Inlet Piping: 0.64 Ft
Discharge Piping: 1.22 Ft
For advanced pools that contain multiple suctions, this program maybe
inaccurate. Consult a hydraulics engineer. This is for single
For advanced pools that contain multiple suctions, this program may be
a o
o =
a o 0 0
0 I a
program pump
body
inaccurate. Consult a hydraulics engineer. This program is for single pump
o w o 0
g
o z Iti z
sytems with a single of water.
sytems with a single body of water.
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mL
O
Results: Your TDH Calculation
Results: Your TDH Calculation
a i
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Required Minimum Pipe Sizes:
Flow Rate: 90.00 Gal/Min Inlet Piping: 2.5 In
Required Minimum Pipe Sizes:
�" o 5 o g
O
o S g Co
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Your Head Loss: 29.17 Ft Discharge Piping: 2.5 In
Flow Rate: 41.67 Gal/Min Inlet Piping: 1.5 In
Your Head Loss: T74 Ft Discharge Piping:1.5 In
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Maximum Flow Rate
Maximum Flow Rate
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at Maximum RPM: 90.00 Gal/Min
Ensure the drain cover max How rating is not
at Maximum RPM: 90.00 Gal/Min
In Z-
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exceeded.
Ensure the drain cover max flow rating is not
exceeded.
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Head Loss at
Head Loss at
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Maximum Flow Rate: 29A7 Ft
Maximum Flow Rate: 29.17 Ft
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System Head Pressure Curve
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System Head Pressure Curve
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50
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30
6
20
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4
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SuperFlo VS - 3450 rpm
Clean System
2
SuperFlo VS - 16D0 rpm
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Desired Operation Point
Clean System
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F'�
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0
Desired Operation Point
rp U c,
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0 25 50 75 100 125
Volumetric Flow Rate (GPM)
0
0 10 20 30 40 so 60
Volumetric Flow Rate (GPM)
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Selected Components
Selected Components
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Components
Components
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Name
Head Loss at
Quantity 90.00 Gal/Min
Name
Head Loss at
Quantity 41.67 Gal/Min
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94 l >
qz' W d no w n c' o
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IntelliChlor IC - 20
1 2.21
IntelliChlor IC - 20
1 0.62
a ,'� W a
N 5 0
y
Main Drain wa valve
1 1.4�
2" x 2.5" 3 way valve 2 0.35
d z
P: W Q 1• o o
E E
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Clean and Clear
1 5.26
Main Drain
1 0.48
Gti Q o C � 2 z
y�+
= N E'
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Clean and Clear
1 1.03
W O
MP°W
Iwo r'
Piping
zz
sa w Ex•E.
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Inlet Discharge Head Loss at
Piping
P�pg
"r zz U
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Name
90 degree elbow
Quantity Quantity 90.00 Gal/Min
5 14 6.67
Name
Inlet Discharge Head Loss at
Quantity Quantity 41.67 Gal/Min
N C a 0 On
E. O
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45 degree elbow
0 0 0.00
90 degree elbow
45 degree elbow
5 14 1.60
0 0 0.00
W 04 U
CC � s .-. M VI
M
Tee Through
0 5 1.25
Xm m
N
Tee Through
0 5 0.30
A
P. N0 to
Pumps04
Pumps
E• M O
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CID
a
Su erFlo VS
P
Qnanlity
1
Name
SuperFlo VS
Quantity
1
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All Pentair trademarks and logos are owned by Pentair. Inc. lntelliFlo®, IntelliConi EasyTouch®, IntelliTouch®, Sunlrouch(l and Eco SelectT"
are registered trademarks and/ar trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/ or other
All Pentair trademarks and logos are owned by Pentair,. Inc. lntelliFlo®, IntelliCommO, EasyTouch®, IntelliTouch®, SunTouch(R. and Eco Select^"
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countries. Unless expressly noted, names and brands of third parties that may be used in this document are not used to indicate an affiliation or
are registered trademarks and/or trademarks of Pentair Water Pool and S Inc. and/or its affiliated companies in the United States and/ or other
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endorsement between the owners of these names and brands and Pentair Water Pool and Spa, Inc. Those names and brands may be the
countries. Unless expressly noted, names and brands of third parties that may be used in this document are not used to indicate an affiliation or
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trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Pentair reserves the
endorsement between the owners of these names and brands and Pentair Water Pool and Spa, inc. Those names and brands may be the
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right to change specifications without prior notice. Pentair is an equal opportunity employer.
trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services. Pentair reserves the
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right to change specifications without prior notice. Pentair is an equal opportunity employer.
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M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
772)201-1634
(
DESIGNED FOR:
POOLS BY GREG
FIX RESIDENCE
***ELECTRIC NOT INCLUDED***
750 SE HIDDEN RIVER DR
PREPARED BY: SHEET:
PORT ST LUCIE, FL
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 3
(772)201-7846 horststeve@yahoo.com