HomeMy WebLinkAboutPOOL SPECIFICATIONSPOOLS BY DREG, 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 MAINTAIN 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 DUETO MALFUNCTION OR FAILURE OFA BARRIER OR ALARM WHEN USED BYTHE 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.
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POOL SPECIFICATIONS
MAX WIDTH &' Olr MAX.LENGTH
MIN. DEPTH 1 102 MAX. DEPTH / 0 a' I
SHAPEmOD.44L-'fA- ELEVATION
DIRT FROM EX�/CAVATION:HAUL IVIA
LEAVE Lof ct- LEAVE & SPREAD
LEAVE -MOVE -THEN SPREAD A(m
EXTRA FILL 8, OMP'C ACTION ] ZAWIC- C`.-
JOBEE/AN�TRANCE ••// �1 Q 0
TILE`' 46/21 Z 3148,91-6I,NTFINISH L g 12i
STEP TILE 8 713
FILTER G Le I "T PUMP 15114 eOC/l P &
MOTOR H.P. `" ' S� TIME CLOCK
J BOx
LIGHT! /,S TRANSFORMER
MAIN DRAIN f ��- SKIMMER / IVGX-
INLETS_ THERAPY
SWIMOORfADpERk
HANOHAIL AZIA I I
i l
DIVE BD Nei SLIDE N
HEATER 1"ZA TANK
VAC. HEAD AIIA7 VAC. HOSE
VAC. POLE / ALL BRUSH / A/G r'
LEAF SKIM�MJER 1/ c TEST KIT / N CC.- t• I
CHLOR NATAOR/��q�`oe ° FILL LINE ICJ �J Ian I
OVERFLOW LItJE C��/ L POOL CLE11QE"P1SU�6�6��
TREE REMOVAL . t& STUMP REMOVppppL
WATER & ELECTRIC SUPPLY EIC/d'fi.7 ,
BACKWAsjj� j��j,,JJNE /J/ fe61,42!' 9 /5 WIf 1A1c4_;
SCREEN ENCLOSURFEL_FOOTERS /o 4-tra--
ELECTRICAL HOOKUP 1120/-�
PATIO 614C"IlII COLOR-.46d
EXISTINGPAMO "I _ TERMITE -
PLANTERS OJ
DECK-O-DRAIN FT
APPROX GALLONS // /OO
PUMP G.P.M.
APPROX. TURNOVERTIME_ HF1 MIN.
CUT & CAP SPRINKLERS
SAFETY FENCE
SOLAR FEN
YES NO I
BRICK ✓
2X6
6X6
SHEETTILE ,/ ✓
OVERPOUR V
MOSAICS
I
OWNERS HEREBY ASSUME AND AGREE TOTHE PROV61ONS I
OF THE CONmcrFOAPooL COAISTRt cwm Ate APPROJE
THESE PLANS WHICH ARE MADE A PART OF THAT CONTRACT. `
HOMEOWNER'S ASSOCMTTON REQUIREMENTS AND
RULE FOR POOLS 2 APPROVAL SHALL BE THE RESPONSIBILITY OF THE
OWNER.
■ INSTRU T BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES:
CHILOR N AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVOOM
■ DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A
-DESIGNATED WATCHER•TO PROTECT YOUNG CHILDREN FROM POOL DATE:
ACCIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE,
ADULTS MAY BECOME PREOCCUPIED AND ASSUME SOMEONE ELSE 1S
WATCHING THE CHILDREN.
■ IFACHILD ISMISSING. 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 IN THE POOL WITHOUT AN ADULT. POOLS
■ Do NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY
HAVE HAD SWIMMING LESSONS OR ARE WEARING ALIFE JACKET.
A LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER / N
/� /� I CARETAKERS, SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO 11KNOW CPR.//
C�NOFAlED FASTENERS OR ATTACHMENTS �HESE PLANS AND ALL PROPOSED P�Or K S ,. LUC7� C'OUNTV RT "I -' n1A )''0N ■ KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE ATELEPHONE IS POOL SIDE
ARE THE RESPONSIBILITY OF THE PE SUBJECT TO �S�Y CORRECTIONS R Fa JENAIED TOR CO 'Cc REMOVE
EMERGENCY NUMBERS POSTED NEARBY. GREG
�P I REQUIRED BY FIELD INSPECTORS THAT Eic.�IL'�jED 1' ■ FROM IN CHILDREN
EPOOOLWHENITISNOTINUSE.TOYS
c CAN ATTRACT YOUNG CHILDREN TO THE POOL �_ INC.
DAfG ■NEVER PROP OPEN THE GATE TOAPOOL
�
R PO MAY BE NECESSARY IN ORDER
.TOq PLANS AND PENT - ST R£ KEPT ON JO
COMMLY WITH ALL APMUCAILI4CCj;, OR NO INSPECTION W L PE "-D£. ■ NO RUNNING, PUSHING. WRESTLING OR DISTURBANCE (RE CE CROSS
S POOL AREA NO
n 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
G HAIR OR BODY ENTRAPMENT AND DROWNING.
■ HAVE APIRSTAIDKIT ATPOOL SIDE SWIMMING POOL FOR:
/ �-r ■ NEVER SWIM ALONE. A � /
• NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL /U / C,`f0 L SDnI rGG'' S! L7 a'AI CL
! DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING • A FALSE
ALARM K41GHT DELAY A SCUE IN THE EVENT OF A REAL EMERGENCY.
• WHEN DIVING, WAYS EENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY 3 �3 Ln C.D td A2 S !2o A
LE
COPY
= OVERHEAD AND KEEP YOUR HANGS TOGETHER TO PROTECT YOUR HEAD.
DIVING INTO SHALLOW WATER CAN RESULT IN CERVICALICAL SPINE INJURIES / o
CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ABOVE -GROUND POOL T • a!C/LGt< 9 I L .c3'�Fd 1
■ AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. CPC 1458.338
bLL)AtoL -fc 0,---
Gi a-Lrl-&JAI! 1I STEP _
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—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' cone. slab min 3.5" thick pour in place
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
—wIP u
F
N
Vacuum (In Hg) % 1.13
Feet Of Head
SWIMOUTS
(NO SCALE)
MAIN DRAIN
9
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WN1S W/#3 ROW 012' O.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
0' TO 3' - 6' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAP7ILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBERY
2. EMDHOID TO BE INSTALLED ARE WHERE
DECK RAISED TV ABOVE POOL
/ O�'
��
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHOR14G IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
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
STEPS
(NO SCALE)
M. REMOVE CRATE &
Y" PER FT_ MIEN SLOPES
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
UNE WHEN EMPTYING POOL
aIENF1OUR OR CAP TILE
WNEAE6"xN'PIMdAIE
6" TILE
GRATE SHALL —
4" SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
W IYP. 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.8.11.
GUN ItE
NOTE: FOR DEPTHS
TREADED
'a
GREATER THAN 6' ADD
PLUG
' W "'•:
(1)#3 COVE BAR 06' O.C.
GRAVEL BE
TO PUMP
TYP. WALL SECTION &
WELL POINT
(NO SCALE)
POOL PATIO
WATER LEVEL
•
el
(2) #3 REBAR OR
(1) #5 REBAR
IN
FOOTER DETAIL
(NO SCALE)
HAIR &
LINER
G'TI'V`
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SNBEE cHANNEL DUAL oEmEr CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT M41H
2017 FLORIDA BUILDING CODE
LISTED To ASME/ANSI A112198
32" CHANNEL DRAIN AND SUMP
25506-320—OW
*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 (Boar) and 176 GPM (wall) when using 2' plumbing.
SUN
DECK
DECK __� 1 ROW OF WATERUNE TILE
3+_OFx WATERLINE —
MAX C7
T #3 STEEL 0 12' O/C E.W.
FLOOR SLOPES
Rang SLOPE SHALL BE
HravwwiY UNIFORM ANa
5r—Orr ODWILY ��� ORIIf1FS 5.5 THE SLOPE Of THE DOOR RW
WE SHAIIYw END WNL
TOWARDS THE DEEP AREA SHALL
NOT E oM 1 FOOT IN 7 Foor
2r_On
116'-0 1
E' THICK
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
0.14'
2'
62
gpm
0,06'
82
gpm
OJID
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
&05'
6"
534
gpm
0.02'
712
gpm
0.03'
WALLS
2 L4
NOT
SLOPE
GREA ER
If" 11
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: - XXX __ft_ XXX x 7.48(gol/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 2 inch to keep velocity ED 8 fps max. ot_ 82 gpm Maximum System Flow Rate.
Return Piping to be-2—inch to keep velocity 0 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
ToWH.P: H.P.xsenicefactor.lH.p.ormoremustbe2speedorvadablespeed
Filter Make PENTAIR C&C Size 100
Flier min, area based an 6hr. turnover flow, rate pool gal. 1360 min. = Flow Rate
Divide G.P.M. by Cartridge =.375 or Sand =15 a D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
The higher speed coanide is not to exceed one normal coda or 24 hrs, whichever Is less
12 VAC FROM ENGINEERXREGORY ARIAS
POWER SUPPLY PROFESSIONAL ENGINEER PE-73071
d. SIZE AS DETERMINED - 10299
RoySoa1hem-Biv #211282
Z BY LICENSED ELECTRICIAN
UNDERWATER af Palm BeacD, 34ZI
LIGHT '•a (305)K79A
I" Pvc DESIGNED FOR:
POOL FINISH ` CONDUIT
STEP DETAILS ,. � POOLS BY GREG
1.
TREAD IS MIN 10' WOE SCHEDULE aD PVC SLEEVE
NICHOLSON RESIDENCE **"ELECTRIC NOT 1NCL"L1DED*�*
2. RISER NOT GREATER THAN 12' EXCEPT IF •'�" NO BONDING
MORE THAN (3) TREADS ARE USED „'. r OR GROUND 336 EDWARDS RD
3. ALL STEPS TO BE SOLID GUNITE 30DO P.S.I. .i+ REQUIRED PREPARED BY: SHEET -
REQUIRED PIERCE, FL STEVE HORST 2
NICHLESS UNDERWATER LIGHT DETAIL DRAFTING & 2
(NO SCALE) DESIGN SERVICES
(772)201.7846 horst.steve@yahoo.com
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14
PENTAIR
TDH CALCULATOR
Pool Information PBG-NICHOLSON-HIGH SPEED
Flow Rate: 77.31 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 50 Ft
Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 FUSec Piping Head Loss at 77.31 Gal/Min:
(not incuf ing finings or valves)
Inlet Piping: 4.51 Ft
Discharge Piping: 7.57 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 77.31 Gal/Min Branch Piping: 2.5 In
Your Head Loss: 44.87 Ft Inlet Piping: 2.0 In
Maximum Flow Rate Discharge Piping: 2.0 In
at Maximum RPM: 77.31 Gal/Min
Ensure the drain cover max flow rating is not
exceeded
-
Head Loss at
Maximum Flow Rate: 44.87 Ft
System Head Pressure Curve
60
2
0
ti
`0 40
x
20
SuperFlo VS - 3450 rpm
Clean System
Desired Operation Point
v 0 25 50 75 100
Volumetric Flow Rate (GPM)
Selected Components
Components
Ne11 Lou al
NMae ownmy na1 GIIll
1n1eII25-3rIC-30 4 416
ar
Wi 20 ab VMw 4 4.16
Mein Gran f 116
12 pwll Repro a 1550
Piping
Iron Glaclurge Heed LataM
Name Guanhry arbitrary TT.]t GaIIAM
90 on'.. elbow 4 10 719
Tee Through 0 3 108
Pumps
Name a..n"fir
suporFbvs 1
All Panfalr bonemanis and Upos am owned by Penlair, Inc. InfalliFb8. NklbCanme, EasyToucl2, IMePToa hy,, SunTnooba and Em Sebcl^'
A' re igyrad Vademerkz -bS-trademarks of Pene, W.. Ford' and Spa, Inc. and0r h aX mend rompenies N Ines Unified sraRs.NV or UM1eI
obinih ea. UMew axpmulynomd, names and bands orthimpelfiw Isar may oe used in 04 ftomand ale nor oo,rim imicab an arMbtian ar
endorsementpeN nIMoW ofiftwnamesoWbmnds Mp PoMir Wets Profantl SPa Inc. PlourwmesaMbmndsmeylxtlw
hedameMa ornp,sMMfrademeM1s d flwx M'ApvM1es. Eeceum ws ere mnM1nwu.4y improving ourWMutts antl seeps, Penlehroservaz Me
dpn: ro r++enm spxifiwbans w+bouf wwno.N. F1rmm.ia an Bawl opl.`rrNniry emphyer.
PENTAIR
P 1l"
TDH CALCULATOR
Pool Information PBG-NICHOLSON-LOW SPEED
Pool Volume: 11100 Gal Tout Piping Lengths:
Turn Over Time: 5.50 Hrs Inlet Side: 50 Ft
Suction Lift: 2 Ft Discharge Side: 84 Ft
Maximum Pipe Velocity Allowed: Piling Sizes:
(consult your local code) Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 Ft/Sec Piping Head Loss at 33.64 Gal/Min:
(not ncuding fittings or valves)
Inlet Piping: 0.96 Ft
Discharge Piping: 1.62 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 33.64 Gel/Min Branch Piping: 1.5 In
Your Head Loss: 10.40 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: 77.31 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 44.87 Ft
System Head Pressure Curve
15
l7
10
a
u
S
hI Sup IrFlo VS - 1600 rpm
Clean System
Desired Operation Point
0
0 10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
N a m M
Nana oBandry 33.a4 c
Into rI3 l 45 0
2"e25" .Y'3wayay valve 4 031
My6ngrab f 1293
.21nal Repen a 35]
Piping
IMef IN-lbano HaMLoasal
wma Ouanety Ouantlry 3I6a Gauppin
90 dcyae al. 4 10 I'M
Tim Through 0 3 0.23
Pumps
Name quarrel,
suparno vs 1
All hn(air lra smarm -no bgos ae owned by Pefueir. fnc. InfediFfrit MMaCarnma, EasyToutlrq IMah"(olxYl®. SuniouchSy end E. Sektl'a
m mN abmd ooaamaM1s and'or IraWmvks of Pordao Wamr Poe' and a ri Im aMbr tla a iidataa combandu hW Unbad Sfelea aM/ar NMr
cnMlrlea. Unless erpAa6lynalvY, nameseMOrmtli a/fnlrrlpeMae fnaf may na uW In this dxn. lib ere non- anb i,Mkata y im bir.rcn ar
Bntbrumenibelween Ill owrmm of these nunea ell belle antl Penftir Wabr PeNona Spn, Inc. TMae rremesard branoa,rwy bB rha
bMemaM1s or raysia2d b>bennedli or Vpm miroperQwe ere[ononwustyimpovinv a✓rpoducm dp xmcea. Peeler rexrves Ne
rp!rt to cnmpe apenM1[aMn9 wpmNpr✓Jnrohro. limimest ns .n en apwl OppwNnM Bmpbyer.
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POOLS BY GREG
NICHOLSON RESIDENCE
336 EDWARDS RD
FT PIERCE, FL
ENGINEER: CREGORY ARIAS
- PROFESSIONAL ENGINEER PE-73071
10299 5oalhern a yd #2 1?82
Royal Palm Beach, FL 3 I
(305)87MMI
#etELECTRIC NOT INCLUDED***
PREPARED BY: L $H :.E
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
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