HomeMy WebLinkAboutPOOL PLANSWALL THICKENED 10" TO
ACCOMODATE SCREEEN
ENCLOSURE
12" X 12" CONCRETE
FOOTER Wrra 2 #3 Rl
SIZE: 14' X 30'
DEPTH: 3' 6" X 5' 6"
EST TOTAL GALLONS: 10,338
RETURNS:
32" CHANNEL DRAIN 316 GPM AT 3.9 r WALL RAISED 18" WITH PERIMETER BONDING WIRE AT 18" MIN - u" x 12" CONCRETE
FT/SEC THRU GRATE- SINGLE 36" SHEER DESCENT 24" MAX FROM W.L., (SEE DETAIL) FOOTER WFM 2 03 RERAR
UNBLOCKABLE COMPLIANT W/ 6TH
EDITION (2017) FBC I I /
5' 6" DEEP
OUT
1iIILil 1 / 1114
THE POOL WELL BE PROTECTED BY
A SCREEN ENCLOSURE WITH SELF
CLOSING, SELF LATCHING DOORS.
ALL DOORS AND WINDOWS
PROVIDING DIRECT ACCESS FROM
THE HOME TO THE POOL SHALL BE
EQUEPED WITH AN EXIT ALARM
COMPLYING WITH UL 2017.
EQUIPMENT
HAND HOLDS 3' 6" DEEP
n
ri
.43' 6"
COVERED PATIO
PAVERS SET IN SAND
VAIJ 10 11' 111 '
EXISTING RESIDENCE
POOL PUMP: DANDY FLOPRO 1.65 HP VARIABLE SPEED DECK TYPE: PAVERS SET IN SAND
2ND PUMP: TOTAL DECK SQFT: 578
FILTRATION: CARTRIDGE FILTER SIZE: CS-200 RAISED BEAM:
HEATER: AQUACAL 112K BTU HEAT PUMP INLIME: DIGITAL NANO MATERIAL 1: PAVERS
SPECIAL:
SPECIAL: TILE: 6" X 6" TIMER: TIMECLOCK;
NOTES:
NOTES: 8' WALL RAISED 18" WITH A 36" SHEER DESCENT SPECIAL:
SQFT: 407
PERIMETER: 84' 7"
SKIMMERS: 1
INTERIOR MATERIAL: FLORIDA GEM
2
PAVERS SET IN SAND
"v \ /'��
WWWW/DOOR ALARM
I
W
SCALE:1/411 =1'
CONCRETE
WrM2#3RERAR
DESCENT -2"
ACUUM LINE -2"
Customer Name: FOUST
ELEVATION: TBD Address: 2656 CONIFER DR
PERIMETER: 214' 6" City: FT PIERCE
LIP STYLE: SQUARE State/Zip: FL 34951
MATERIAL 2: Phone:
Cell:
Email:
Alternate Contact:
Job #:
-2"
RETURNS -2"
18t2 -02-7 t
ST LUCIE C N
BUILDING IVI' N
REVI WED
FOR CO PLI E
REVIEWED BY
DATE �l� (A�
PLANS AND P MIT
MUST BE AND
O JOB OR
NO INSPECTION WI L-BE MADE
CONTRACTOR OF RECORA
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT �
I AY BE NECESSARY IN ORDER M
CGi'iPLY WITH ALL APPLICABLE CODES, j
SCANNER
BY
St. Lucie Countv
725 SE MONTEREY RD
Stuart, FL 34994
PH: (772) 419-5151
FAX: 9M 419-5101
UC# RP 252555M
R,-F C()PV
ENGINEER
"I_
—Pool construction complies with FBC 2017 ANSI-7 ANSI-15
—Soil bearing capacity assumed 2 OOOpsi @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
TY
PO(
STEEL
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(NO ALE)
SOLID
GUNITE
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
19
Vacuum (In Hg) X 1.13
Feet Of Head
E
Pressure (PSI) X 2,31
Feet Of Head
Vacuum Head + Pressure Heod
= Total Dynamic Head
A�1 1 A
1 1
.E. A
POOL DETAIL
(NO SCALE)
OUTSIDE ANf E OF R POSE
V AND FURTHER - $ THICK WALLS W//3 REBAR 012' O.C. EACH WAY
S TO 6' - 6- THICK WALLS W//3 REBAR 012' O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W//3 REBAR 012" O.C. EACH WAY
ITRdriffm
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR WSIBILRY
2. HANDHOID TO BE INSTALLED ARE WHERE
DECK USED +6' ABOVE POOL
EXCAVATION INTO THE ANGLE OF REPOSE IS PLOWABLE FRONDED.
�VV ' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SLTREMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKDUED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
STEPS
STEP DETAILS
1. TREAD IS MIN OF 10" WOE.
2. RISER NOT GREATER THAN 12• EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOUR GUNITE 3000 P.S.I.
KM REMOVE GRATE a BRICK X" PER FT-_-- MINN SLOPE �
WELL POINT PLUG FROM MAN COPING
DRAIN a ATrpGi AU)(. PUMP (2) #3 REBAR OR
LINE WHEN EMPTYING POOL 'r; <, .n;•
6'x6" TILE .:•.,,.':: s,.;'.. :..-
(1) #5 REBAR APEX PAVERS & POOLS
GRATE SHALL BRICK PAVER PATIO
,, r
BE SECURED IN INTERIOR �.; . :............. .
PLACE SO FINISH 101' i1P. WALL-3,000 PSI GUNITE
THAT TOOLS .s•;,rr; 'i`^ ::,t•
ARE REQUIRED ....:,:..;...,....,;y : "',..:..,>.,:..
FOR REMOVAL '� STEEL—TEX FORM OR KRAFT WALL 1 201 725 MONTEREY RD STUART FL
'
6" TYP. FLOOR • •
TRENCH DRAIN 3,000 PSI 3 0 12" O.C.B.W.
GUNITE' NOTE: FOR DEPTHS
GREATER THAN 6' ADD PH 772-419-5151 FAX 772-419-5101
TREADED PLUG (1)#3 COVE BAR 06" Q.G. 12u
PAVERS RY-CPC 1458696
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NU SCAL (NO SCALE)
SUNI
DECK DECK 1 ROW OF WATERUNE TILE
NEATER
CHLORINATOR FILTER
WATERLINE
r� UUNRMP Wes/ Iwo e 3 —g uM 5•-6" LIGHT sW6LL
saw Ovsc
REND —� 1 #3 STEEL 0 12" O/C E.W. SKI
FLOOR SLOPES 6" THICK GBEAlE6
FLOOR aax aMl a no 11•
HEATER Nr mxuar toffm AN
BY-PASS COMPLY NTH welCt6 ae.l
THE SLaPE OF THE Rate FPoMI
D THE SHMOW lam WALL
mM M THE blo' WPA S M I
NIT LYCEEa 1 FOOT IN 7 FOOT
POOL PATIO
WATER LEVEL:,.'.:«:•1. ;`ti',...yT•''`)��,..•� ,
.,,..� 12 VAC FROM
F•.x POWER SUPPLY
� e
Z d •H: x
UNDERWATER'�'3
LIGHT e„' 1" PVC
CONDUIT
POOL FINISH A
SCHEDULE 40 PVC SLEEVE
l,. NO BONDING
•.: A• a OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCAL
PD0_ 7
F1 pPNN C1T��
Gw'
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL au ET CMP 25506-32X VGB
PER FRC4501.6.fi COMPLIANT 32' CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO SM /ANSI A112,19,fl
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 Now 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.
VSFHP165 PERFORMANCE CURVES
O 90
O 70
W
pLL_ -
Q -
i 40
_U
-
ZtOOa RPM
> ao
� i]30 PPM
Q �
O 0swor
a 10 W) a0 SD 00
LOW 32 GPM
HIGH 73 GPM —
27%"M
f0 100 110
FLOW GPM
In 1- IN 100 170 1W0 100 we
THREE—WAY
VALVE
FILTER
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(NO SCALE)
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
Bfps
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
gpin
0,03'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: _===ft_=x 7.48(gal/Ft) = ----=gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 10,338 gal / __ 330 = 32 + XXX = XXX _
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flaw Rate)
Determine Pipe Sizes:
Trunk Piping to be 2 inch to keep velocity M 8 fps max. at 82 gpm Maximum System Flow Rate.
Return Piping to be-2—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 JANDY FLOPRO VS H.P. 1.65
Total H.P: H.P.xmndwfacta.IH.p. a more must be 2 speed available speed
Filter Make CS-200 Size 200
Fiter min. area based on By, Ilmoverflew rate pod gal. 1360 min. = Flaw Pate
DMIde G.P.M. by Cartridge =.376 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model N/A
Controls must operate a minimum oftwo speeds.
The M her speed middle Is not to exceed ovenormal cycle or 24 his whichever is less
DESIGNED FOR:
APEX PAVERS& POOLS
FOUST RESIDENCE
2656 CONIFER DR
FT PIERCE, FL
ENGINEER:-GREGORY ARIAS
PROFESSIONAL ENGINEER PE-73971
10299 Southern Blvd. 4211282
Royal, Ikacly PI.3 1
(305)879-05 k
ci-aof S'
***EUE9, RIGNOT-INCLUDEO" *
PREPARED BY: S('TEET'T:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 2
(772)201.7ti46 horsWeve@yahoo.com
Total Dynamic Head J-nadyµ
Calculation WorksheetjPro Series
2� bywfotAn
Company. PIX PAVER s POOL Job 8'LI Dare. 11128/2018
Job Nm w FOUSi HION SPEED Address. W CONIFER OR
Cny/Town. Fr PIERCE share 21p Code.'0
.a,,aa:h, GDareonN 6eeadedremeyetlowmonn Stew8/1o2ty twaslewad,es Pool Ilolame MWNoae nolwivpbYaHnga
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s 1afwarrca
4 Ceation: Pssxing Me RESET babon will clearafl System TDN Calculation Results
vNMiu rolls M erarla paw wn Welm1
was to FL of 51.60
asa In Pal 22.34
amb Reduction Results
1X Iteduc8on 6.50
'Neil P;� 45.10
... -r.0 Plwnefflne
o-
Tabl NumWabl.Pi F FTO1N ofwehbiaF
In YdbiriONk - ': �.
1s•
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3.02
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3.39
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8.59
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0.51
0.73
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o.00
0.90
0.00
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0.etu'n GPM
FL of Water
Lou in
step # 6
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I-
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5 V Ir rloa Yr fW,.r�� Fnct PSlovs n
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Ft. of Writer PSx
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Total Dynamic Head
jagdy°
Calculation Worksheet
Pro Series
b 7muc•
Company. PAVER 8 POOL
2---�
Job mf1 Dare. ii/2o120f8
Job Neme. TdOW SPEED
Address. 68 CONIFER OR
CIWTown. PIERCE
sure. FL ?JP Coder
MYmdlans: Dare Dare wrNbeaddM M se ya8owoala Sfepa
;
M A t am reioNcoWa+p Pool VoWmB MeaHOna afdtoreanbdeMl+O.a
hma. mate to baOons Per 00rwla faa 80w mmoywaabie alrwdy asfebllihed, eaok ed flre O7W aW a fXe eid o/Stap 82 avM bpuf
flolr+ete. men proceedre asp 80. PmeelnO McRlsErbo
WIAFas hwu"inkmaoatu staaamwwwwant Workaaatanbe.
Barads afdaarpdnladrormarnrahnnea
f Caution: Pressing the RESE7burfan will Elea' ell System TDN CalC0lati0ff Results
ial/OW E0I1$ M.Film a /IBW WO/A96PBL
Tmal irilslnt Low In FL of 13.45
7rP•w Nn I, :�nnb e: ... 1e:.;
Wabr(TDX)
Tube Friction LawM PSI 5.82
6 hour turnover me is rewired 10 comply nm
APSP IS and Muff 24 Standards
Veres Plumb Reduenon Results
TDX Reduction 1.50
° 6 "0 32
l syasm 76N with V s 11.95
pbm
s sacXaW rill«
alrea APSP Ls • nu. 24 sanda.d.
t.r 8.02 0.063
D.00 0.00
r 307 0.010
0.00 0.00
23' 211 0.00e
0.00 0.00
1' 1.30 0003
0.00 0.00
1' 0.80 0001
000 000
r 0.35 0000
000 000
TOTAL 0.00 0.00
32 a f0s r t > eta ci re ui,d b APSP 13 n Title 24 Standards
ToWL tbof RNmn. reromnaxttlepv
;eAp. and
1.N 6.02 0063
10 063 0,27
r 3.07 0.018
162 297 1.29
is 2fe 0.008
0.00 000
Y 1.38 0.003
OM 0.00
4- d80 0.001
0.00 0A0
r Polls 0,000
0,00 0.00
: I: 3.60 1.58
oil
1.r
e
1.52
0.66
1i2
0.00
000
000
000
0.00
7
13
3
2
1.70
0.73
NkAsr law le
RMwaar
143
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am
0.11
0.18
Om
2h"
0.00
0.00
ntwant.wb
0.99
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0.00
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R. avenue,007
0.00
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0.00
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70TAL - 3.21 1.39
letYsB o IRYm. 'Illb
2 2.0 0.87
1' 9 11 0.00
'Seact Jantly 3.Wry Valve;&U4422
BN10t f:baeY V}av epo-
Saaigh[Flow Sixn'>dsatypte3iptC
1.8"am
0.00
r 9
r am 0.00
Lr 1 am a"
2T am a."
r 0A0 too
3" am am
lew
Salat Jan Cheek Valve 9e, Cil Fbv
4a Flow
W hoe:
1 an a.00
1.8" 0.00 OAD
r 0.00 am
r 0.00 0.00
2S 0.00 0.00
26" 0.00 0.00
a o.ab P.m
0.84 0.23
*au4+ Dae.'�: a.00 0.00
C5200 0.78 0.82 AF2000 I 2.0 1 1.25
Lw arFws M Ila1tl
NpM OM
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AP700180' OM 020
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