HomeMy WebLinkAboutPOOL PLANSPOOLS 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 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 DUE TO 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.
2"-
2 ILEr
2"- Voq C
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PLAN DATA:
POOL
S.F. 990
L.F. 6?1
//
PATIO �S.F.
SPA S.F.=L.F.
COMMENTS ,,1
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RULES FOR POOLS
0 INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG
CHILDREN AND ABOUT THE 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.
R DO NOT ALLOW A YOUNG CHILD IN THE POOL WITHOUT AN ADULT.
■ DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY
HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
■ LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER
CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO
KNOW CPR.
■ KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE A TELEPHONE IS POOL SIDE
WITH EMERGENCY NUMBERS POSTED NEARBY,
1 REMOVE 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).
■ DONT LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE.
HAIR OR BODY ENTRAPMENT AND DROWNING.
■ HAVE A FIRST AID KIT AT POOL SIDE
1 NEVER SWIM ALONE.
f NO JUMPING OR DIVING IN THE SHALLOW AREA OFTHE POOL
1 DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING - A FALSE
ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY,
1 WHEN DIVING. ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
DIVING INTO 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.
QO y - n s�.3
LPN /
E CQ
POOL SPECIFICATIONS
MAX WIDTH Z•$ (4 q
MAX. LENGTH ZO -!
MIN. DEPTH _-
MAX. DEPTH
SHAPE `94�`' 0`Z22
ELEVATION__-,__
DIRT FROM EXCAVATION :HAUL
LEAVE
LEAVE & SPREAD
LEAVE -MOVE -THEN SPREAD
EXTRA FILL COMP
._-
/WC. f-
JOB En6262NTRANCE!
'a /FE.I/
TILE -/7 1 Z 3)�8 4918
INT. FINISH GA
STEPTILE a49Z.3jC9:4&/$
FILTER Cl%471
PUmp 5G
MOTOR H.P. /• S�
TIME CLOCK
!BOX
LIGHT Z �wy `-r
TRANSFORMER .. //—/c-
MAIN DRAIN /n/GL
SKIMMER.
IN�LL-E1�T.S.
THERAPY
,ClfiliM�TY'tLi I Ann<o /�I�.OG,4` �;/�.
HANDRAIL N/Q
DIVE BO ^/la
HEATER A,14
SLIDE A/14
TANK 1IJ14
VAC. HEAD N A
VAC.HOSE N 4
VAC. POLE frt/GL
BRUSH /^lcL
LEAYKIM/MER /^lam`
TEST KIT /rticL
CHLORINATOR I t'f!/o,c.3o
A/14
FILL LINE
OVERFLOW LINE AJIL]
�))
POOL CLEANER/STU 6
TREE REMOVAL JVla
STUMP REMOVAL
WATER & ELECTRICSUPPLY/V-`G-J
SACKWASH.LINE `✓J1'Cf!„q.t?6C' //OJ"E, /w,
SCREEN ENCLOSURE _
FOOTERS
ELECTRICAL HOOKUP 2dM�-
PATIO do�LoCPEr-
COLOR ODnr,OA
EXISTING PATIO//o c`f'E'eTERMITE /A/C.L
PLANTERS 1?
DECK.O•DRAIN
FT
APPROX GALLONS
PUMP G.P.M.
APPROX. TURNOVER TIME —HR.
MIN,
CUT & CAP SPRINKLERS fj�4
-_
SAFETY FENCE COLOR__
SOLAR BY N /14
YES NO
BRICK
2X6
t/
6X6
✓
SHEET TILE
OVERPOUR
MOSAICS
✓
/NoA/) f/OLB$-_ coll"I'e4,L
OWNERS HEREBY ASSUME AND AGREE TO THE PROVC
OF THE COAnR4CFFOR POOL CONSTRUCTION. AND APP
THESE PLANS WHICH ARE MADE A PARE OF THAT CONTi
HOMEOWNER'S ASSOCIATION REQUIREMENTS AND
APPROVAL SHALL BE THE RESPONSIBILITY OF THE
OWNER.
OWNER/ AGENT SIGNATURES:
SCANNED
BY
St. Lucky 'l/�J (�L
C
PV
- g GREGItdC
IA
SWIMMING POOL FOR:
L f'IA,6A) / 2LsI L)zz-�N r elm
�B62 CLVhESaALE, LAAlC
l�o lP'r ST. LCLC r L ,�L
CPC 1458338
w
w
w
0
r,ukirn FOR
yQjE; ROM GRA7E 4 X' PER Fr. MIN SLOPE
WE1L POND PLUG FROM MAN
------• CODE COMPLIANCE
GRAIN "ATTACH AUX. PUMP °vussaxi aR GAP OAF TINE WHEN alf"ING P00L WHOW APHIP/81E +':: (2) #3 REBAR OR ST. LUCIE COUNTY
6"z6' TILE
(1) #5 REBAR BOCC
—Pool construction complies with FBC C 2 ANSI-7, ANSI-15 CRATE SHALL 4 0 FIBER
POOLS
—Water Velocity —Max 8ft sec as per FBC 2017—R4501.6.3 BE SECURED IN INTERIOR _�..` ." 2500 FIBER MIX
/ P PLACE SO ANISH 41i" TYP. WALL-3,000 PSI GUNNE
—Pool Barrier to comply with Section R4501.17-6th edition FBC THAT TOOLS
"
—Skimmers comply with FBC 2017—R4501.21.2 ARE REQUIRED FOR REMOVAL STEEL-TEX FORM
—Soil bearing capacity assumed 2,000psi @95% compoction OR KRAFT WALL
6' TYP. FLOOR '.,
by
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in 3.000 PSI #3 0 12- O.C.B.W. Q
place or approved Hurricane Rated recast equipment ads TRENCH DRAIN GUNRE NOTE: FOR DEPTHS U
PP PP 1.'
TREADED .;?. GREATER THAN 6' ADD GREG, INS.
PLUG (1)(f3 COVE BAR Ofi" O.C. I
GRAVEL BE TO PUMP
TYP. WALL SECTION WELL POINT FOOTER DETAIL
<Nil SCALE) (NO SCALE)
DECK 1 ROW OF WATERLINE TILEWHEN PROVIDE D PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR WATERLINE
BELOW THE PUMP W/ HAIR & 3, —s„ " UGH' WAIIC
WAT RLINE LINT STRAINER MW 5 —6 sb
POOL R� LEVEL FLOOR 7 1 j3 STEEL 0 12' O/C E.W. NOT
6" TnII THAN I I
FLOOR SLOPES"
FLOOR SLOPE As
SONAe r
O COMPLY WIM ARTICUS iet
N
Vacuum (In Hg) X 1.13 Pressure (P51) X 2.31 THAI -5'6') THE error or THE POORrRa
Feet Of Head Feet Of Head THE SHudw ao wNr
DRAIN ,,,,wty LINE rawix nu um ,we. au
POOL 3 x3'L C'tY",- NO( RM THE
1 Foor IN 1 mar
Vacuum Head + Pressure Head
= Total Dynamic Head
26'-0"
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(r SCALE) (NEI SCALE)
CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC REUEF cwvsE ❑ INNED DUALnmET CMP 25506-32X VISE
DEVICE INSTALLED IN PER FRc45o1.s.e COMPLIANT 32' CHANNEL DRAIN
AREAS THAT EXCEED 1' COMPLIANT wRH
WATER TABLE IN SHE 2017 FLORIDA BUILDING CODE
UM TO ASIAEANS All 19.8 Li Li
TRENCH DRAIN
f
32' CHANNEL DRAIN AND SUMP
25506-320-000
-THREE 2' SOCKET x 2.5' SPIGOT PORTS
ORINO am
*DEBRIS GUARD INCLUDED
M
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
2"
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK 10 PUMP
MAIN DRAIN
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)
POOL DETAIL
and 192 GPM (wall) when using 2' plumbing. The maximum flow, rating for this suction
fitting with the outer ports plugged and the Center part open is 200 GPM (floor) and 168 GPM
(NO SCALE)
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing
Pipe Size
6 fps
Sfps
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
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'
OUTSIDE ANGLE OF REPOSE Rd1 D Opt RETF
6' AND FURTHER - 4' THICK WALLS w//3 REBAR 012' D.C. EACH wp EXpOS D & TOPPm RETURN TO POOL Determine System Flow Rate: Minimum Flow Rate Required: 35 m per skimmer
3' TO 6' - 6' THICK WALLS W/;)3 REBAR 0/2' O.C. EACH WAY Y g 9P
0' TO 3' - 8" THICK WALLS W/13 REBAR 012' O.C. EACH WAY THREE-WAY 1. Calculate Pool Volume: XXX ft XXX x 7.48(gol/Ft) = XXX gal
WATER TO SHEER VALVE (Surface Area) (Average Depth) (Volume in gallons)
DESCENT 2. Determine flow Rate: XXX gal / XXX __ _XXX + XXX =_ XXX
e nD7 (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
6 ft. Determine Pipe Sizes:
a Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at- 82 gpm Maximum System Flow Rate.
Return Piping to be 2 inch to keep velocity 0 8 fps max. of 82 gpm Maximum System Flow Rate.
a Main Drain Cover(__ SEE -ABOVE __) System Flow Rate must not exceed approved cover flow rate.
J FILTER (Make and Model) See Engineering Page for Drain Configuration
......._..............:........
3 3 3 EXISTING GRADE
OR 1' TO 4'
SLOPE
5�
(1) #5 REBAR POOL PERIMETER I
of OR (2) A3 REBAR SUCTION FROM POOL Pum Model PENTAIR SUPERFLO VS H.P. 1.5
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: P
' V�� • SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE TOW H.P: H.Px service is=, I Hp. or mare must be 2 speed or variable speed
SUFFCB.NT TO SECURE SOILS FROM EROSION OR SETTLEMENT Filler Make PENTAIR C&C She iDD
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF AM( COB
• COMPACTION TEST OF THE BALKFILLED MATERIAL ARE PROVIDED RAISED AREA ELEV. & GRADE TYPICAL SHEER DESCENT DETAIL Far min, anbeseo on 6hr. Turnover flow rate pool gal. /BBO ran. =Am Ram
PRIOR TO THE POURING OF THE PATIO ALE) (ND ALE) OMM G.P.M. by Carriage =375 or SarN=15 or D.E.=2
Time Controller make ON PUMP Model ------
Controls must operate a mWmum of two speeds.
POOL PATIO TheNqhWsPndov&iidolsnDttoexD*nmMCVClea24hm.Mkhomisim
MISC. NOTES WATER LEVEL
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2.6 CARE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBMY .!�.
2. HANDHOtD TO BE INSTALLED ARE WHERE : 4 12 VAC FROM DECK RAISED +6' ABOVE POOLENGINEER: GRECORY ARIAS
'•_
*: t POWER SUPPLY PROFESSIONAL ENGINEERPB-13071
10" MIN �, SIZE AS DETERMINED 10299 Southern Blvd. 11282
4. Z UNDERWATER BY LICENSED ELECTRICIAN
Royal Palm Beach, 3421
LIGHT ••i:•�- (305)87M4
DESIGNED FOR: I"`' J
Pvc�"
N POOL FINISH CONDUIT
•° !r
ILS r i POOLS BY GREG / —�� 7�'
.MN OF 10"WIDE SCHEDULE 40 PVC SLEEVE
2. RISER NOT GREATER THAN 12' EXCEPT IF NO BONDING CHAPIN RESIDENCE ***ELECTRIC NOT INCLUDED***
MORE THAN (3) TREADS ARE USED ''a.'*. OR GROUND 5808 CLYDESDALE LANE
3. ALL STEPS TO BE SOLID GUNITE 3000 P.SI. REQUIRED PREPART:D BY: SHEET:
PORT ST LUCIE, FL STEVE H&ST 2 /
STEPS NICHLESS UNDERWATER LIGHT DETAIL DRAMG &
(NO SCALE) (NO SCALE) DESIGN SERVICES
(772)201-7846 horsUteve@yahoo.com .7
oiise3
Pentair TDH Calculator Page 1 of
PENTAIR
TDH CALCULATOR PBG-CIIAPIN-HIGHSPEED
Pool Information
F Rate: 7424 GPM Total Piping Lengths:
Suction VII: 2 Ft Inlet Side: 46 R
Discharge Side: 92 Ft
Maximum Pipe Velocity Allowed: Piping Sins:
(census Your term rode) Inlet Piping: 2.052 In
Branch Plping: S Fusee Discharge Piping: 2.052 In
Inlet Piping: a FSec
Discharge Piping: S FUSac Piping Head Loss at 7424GaVMin:
Ind inuking fittings orvaNes)
IoIM Piping: 3.95 R
Discharge Piping: 7.89 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 or water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sins:
Flow Rate: 74.24 GaVMIn Branch Piping: 2.5 1n
Your Head Loss: 47.34 R Inlet Piping: 2.0 In
Maximum Flow Rate Discharge Piping: 2.0 In
at Maximum RPM: 74.24 GanMin
Ensure the drarn cover mar Row rating Is not
exceeded.
Head Lon at 47.34 Ft
Maximum Flow Rate:
System Head Pressure Curve
1m
40
20
Superb Vs -3a50 rpm
Glean SyNwn
-� Deafred Operation Pam
D
0 25 50 75 100
Volumetric Flow Rare (GPM)
https://www.pentairpartnefs.com/marketing/tdh/index.aspx 9/18/201
Selected Components
Components
feed Loss ek
turns QuanMy ]624DaeMin
MNIC"er lC-30 1 281
M.in Dnawry veM 3 2.e1
Main ..d 1 3.09
52
Choanandn. + 3.52
uz Moll ReWn a +a 34
Piping
inlet Dir:haree Head Los.a
tome mwlwty Quantity 74244"In
Wdeseeelbn✓ a 13 9.OS
45deeee .bow a ] 0.43
Tee Thlwgh 0 3 1.00
Pumps
Ware Quantity
Su mo vs 1
AN Mrnab hzoWnaNr and nod by Pantab, lne Ino WFUa, lnlers mie,EeayTPUdva, MhoaTorcha, S oTbuefle, scar IF. Send^'
a nraesonedlrademuka endbrtreMmeda ofPenbb waur Pod erd spa, Ina. endmr ar�Isw cwnpedes In Hie un4ad s4warWor alto
ood . WN.u.,rew, now. remand b xofthirdpamu wfmry im uwdin fds Eocumant ne notuwd to mlloats maiWationor
endwnmentbenxeandH oxlnrs dd"w nernesaM band. andPersab WahorP sn,(Sm. Mc Thomm,noserM bnue maybefar
bwemWv nrayrtMd640amerNaarVpss Nvof n a. Beceuee xe ale wnfMwuaNVrpevhe ourpWuda andm.sa Rnnbntervae Ve
Nphl ro dtlarlP medarseem niHror4piormtlro. Pennbie an eaWl oppNlunNy Mlpayu.
Pentair TDH Calculator Pagel of
0 PENTAIR
TDH CALCULATOR PBG-CHAPIN-LOW SPEED
Pool Information
Podvdums: 9424 Gal Total Piping Lengths:
Turn Over Time: 5.00 Hm Inlet Side: 45 Ft
Suction Lift: 2 Ft Discharge Side: 92 Ft
Maximum Pipe Velocity Allowed: Piping Sins:
(maaW+your l,x�l arse) Inlet Piping: 2.052 In
Branch Piping: S FVSee Discharge Piping: 2,052 In
Inlet Piping: a PHSec Dieehage Piping: a FUSee Piping Head Loan at 31.41GaUMin:
Ind Mcudng Menge or valves)
Inlet Piping: 0.78 Ft
OIsWalge piping: 1-55 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 Sins:
Flow Rate: 31.41 Gat/Min Branch Piping: 1.5 1n
Your Head Lose: 10.48 R Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: 74.24 GaV ll.
Ensure the drain covermaxgow ragrg is not
exceeded.
Head Lose at 47.34 Ft
Maxmum Flow Rate:
System Head Pressure Curve
20
is
R
0
tD
s
SuparFlo Vs-1a00 rpn
Geer System
Desired Opemtlon Pont
D
9 10 Volum�ic Flow Rate (GPM)90
https://www.pentairpartners.com/marketing/tdh/index.aspx 9/18/201
Selected Components
Components
Real tossat
Muss Quentlry 31A10ayein
meechbr1C-M 1 a40
7a23 3wry vtive 3 Oil
L18hl Drain 1 om
Cuananda. 1 a
112 inch Return 4 235
Piping
"tot rneahse• foWi Losse
NYM Comm, Ouuky 31A10eYMnn
80 degee elppw 8 13 1A4
45deamn actin a 2 o.oa
Tee Through0 3 020
Pumps
Name Quenew
super l.ve 1
AN R6Melr bedameAa echo laaos ere ownedby Pariah, Inc. InhodF InroNIC ok EssyTaivN®.]WIToch$ SooT000hA aW Em SM,d"
en repR fnoWnwda alrNn bndnnufo a Pentair Wmw Po .wSo, in, mwnds eMn'iafedcon'a. in in. up'terl show.& oo
.wnMisa, unwa.xpnsdy rand none. ad brand. of Mind Padw wtmay ba used in Via Eoaumant wa mtuweV bdk:ero on airdiahm or
eMo»nad bhwM tar avnuaoarllsss ranee hod band. and Pedal wenrPool.M spa. Mc. nu,s nemas hod bnnot may ba far
a silts a nngw d ooaM. af.&W PeI u, Sooeum ha ale mrronwoey xnpownadurpddsma are rervMar. Wnfelrmrerve. tlm
rpld ro allenW.PeoM'ra[bra avMalmpdnmbw. Mrolrk nr eyed oppodunNr.mphyer.
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
DESIGNED FOR:
POOLS BY GREG
CHAPIN RESIDENCE
5808 CLYDESDALE LANE
PORT ST LUCIE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL IMINEER P&73071
10299 Soethem Blvd #21 2 82
../`" oyal Paw Brach,FL3 1
(305)879-0541
d)9-/ -le
***ELECTRIC NOT INCLUDED***
PREPARED BY: Jt1h;C1:
STEVE HORST 3 /
DRAFTING & Ir(
DESIGN SERVICES
(772)201.7W horst.steve@yahoo.wm