HomeMy WebLinkAboutConstruction PlansPOOL TILE PATTERN
12"
DECO DECO
10'
2.5"-SPA JETS
2"-SPA RETURNS
2"-(CIRC) SPA CHANNEL DRAIN
8.5'-(JETS) SPA CHANNEL DRAIN
2"-SKIMMER
1 ' PLANTER of
�74sf AREA 5'
DEEP
2"-POOL
CHANNELDRAIN..:.....-........_.................................................:........_
R 6`•
RT-I
CHILD SAFETY BARRIER PER.CODE
-811 '; w/SCREEN ENCLOSED DECK PERIMETER
i
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................................................. .... .... ......
LANDSC
\ SCREEN
POOL
EQUIP
AREA
............................
PO L�
15' x 30'
345-80'
4'-91I
T.O.BEAM I
3 n FROM EXISTIING R18'-6"
7-8 6-8
3'
DEEP
81 I611
72 Lf DECK DRAIN
10'
U >
p
ZLU
H LU
IX a
10 '
W
O 0
1577 sf DECK AREA & PLANTER
1400 sf SANDSET PAVERS + 103 sf
OVERLAYS FOR COVERED AREA
w/12"x 12" SCREEN FOOTER EDGE, i
3000 psi CONCRETE w/ (2 #5 REBAR
RESIDENCE
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REVIEWED EGWGD • STATE OF •��f/�
CODE COMP! 03-11-2020 NCL F..ORI.���•:
�'OcSS1p.. ENNALG��`
ST. LUCIE CO NTY
BOCC M. Randall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
POOL SPECIFICATIONS
MAX.WIDTH 15' MAX.LENGTH 30,
PERIMETER 80' AREA 345 sq.ft.
MIN.DEPTH 3' MAX.DEPTH 5'
ACCESS LEFT ELEV. TOB. + �Y4"
TILE 6"x-6" w/DECO inserts �A '-DECO
COPING EDGE BULLNOSE STEP EDGE 2" x 6"
INTERIOR FINISH GEM SILVER RESERVE
SWIMOUT 6' x 18" STEPS (3) w/4' BENCH
FILTER CS-150 TIMECLOCK RS4 w/i LINK
CIRC. PUMP JANDY (FLOPRO) 1.65 VARIABLE SP
POOL DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4
VAC.LINE VALVED SKIMMER TILED
CHLORINATOR SALT GENERATOR]ANDY
SPA 7' DIA. ELEV. @ FLUSH w/POOL
PERIMETER 22 Lf AREA 38 sq.ft.
JET PUMP JANDY (FLOPRO) 2 HP w/AIRSWITCH
SPA RETURNS 2 THERAPY JETS 6
SPA DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
LIGHTS POOL (2) LED COLOR NICHELESS
SPA (1) LED COLOR NICHELESS
TRANSFORMER YES J.BOX YES
HEATER REINSTALL EXISTING HEATPUMP
DELUXE MANUAL CLEANING KIT YES
/ / PATIO 1400 sf SANDSET PAVER w/FOOTER
EXISTING PATIO 103 sf PAVER OVERLAYS
PLANTER AREA 74 sf DECK DRAIN 72'
APPROX.GALLONS 11,000 G.P.M.
TURNOVER HR. MIN.
ELECTRICAL HOOKUP BY ACP
SCREEN ENCLOSURE DECK PERIMETER
CHILD BARRIER FENCE PER CODE
COMMENTS
DEMO EXISTING POOL & PATIO AREA
SAVE & REINSTALL EXISTING HEAT PUMP
p Ao
' �E)CANDEp
CUSTOM POOLS
50 SE. DIXIE HWY. (E-4) STUART, FL 34994
PH 772-444-3158 FAX 772-44+3904
LIC # CPC1457939
JOB INFORMATION
RUUD RESIDENCE
12790 NW. CINNAMON WAY
'ALM CITY, FL 34990 ST.LUCIE CO
UNIT 34, MARINER VILLAGE HARBOUR RIDGE
PH 262-880-7917
ENGINEER
-Pool construction complies with FBC 2017, ANSI''-7, ANSI-15
-Skimmers comply with FBC 2017-R4501.21.2
-Soil bearing capacity ossumed 2.000asi D95% compaction
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(NO SCALE)
Vacuum (In Hg) X 1.13
Feet Of Head
Pressure (PSI) X 2,31
Feet Of Head
Vacuum Head + Pressure Head
Total Dynamic H
MISC. NOTE1. ALL SIPS AND SIAMOUT BENCH EDGESWILL HAVE 2x6 CAPHLE BORDER OF OPPOSITE
COLOR OF GEM FWSH FOR VMUN
2. HAAKILD TO BE INSTALLED ARE WHERE
DECK RAISED +6• ABOVE POOL
10" MIN
•.
a. -
tb
STEP DETAILS
1. WA IS MIN OF 10' WIDE
MAIN DRaN 2. RSER Nm GREATER T14W 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
POOL DETAIL3. ALL STEPS TO BE SOW GUNIIE 3D00 P.S.I.
(ND, STEPS
(No SCALE)
NOTE ROAOVE (BATE a
BRICKWELL
POW PLUG FROM WM
COPING
BRAWN 8 ATTACH Al PUMPUNE
�AIN EMPIYING POOL6%6'
TILE
(gtAlE SHALL
BE SECURED IN
INTERIOR
PLACE SO
FINISH
THAT TOOLS
ARE REQUIREDFOR
REMOVAL
6" TYP. F
3000 PSI
Y' PER FT=--►
BRICK PAVER PATIO
41re" TYP. WALL-3,000 PSI GUNDE
SffF1-TEX FORM
OR KRAFT WALL
(?3 ®12" OCBW
TRENCH DRAM GUNDE NOTE: FOR DEPTHS
GREATER THAN 6' ADD
1REAOfD a,: •. '(1)13 COVE BAR 06" O.C.
GRAVEL B TO PUMPTYP. WALL SECTION & WELL POINT
(M )BRICK
COPING
6°x6" TILESPA
BENCH 16"
BELOW WATER LINEPAVER
PATIO
ANTE SHALL
BE SECURED INPLACE
SO
r:,;E.'-( y''+
W TYP. WALL-3,000 PSI GUNTE
TWAT TOOLSARE
REQUIRED
•.f -'ff<.%^:
6' TYP. _ 3.,.y A
FIXt RFJIOVALFLOOR
-,:r:.-a-.�..,,,SIEEL-TEX
FORM
OR KRAFT WALL
TRENCH DRAIN _•.j3
®12" O.C.B.W.
OUTSIDE ANGLE OF REPOSEfla Cove
q
6' AND FIRM - e THICK WILLS W/43 RON 012- O.C. EACH WAY3' TO 6' - a- THICK WALS W/13 REBAR 012- O.C. EACH WAY
0' i0 3' - 8" THICK WAL1S W/E3 RfBAR 012. O.C. EACH WAY
MISC. NOTES
GRAVEL
SPA WALL SECTION
(NO SCALD
VENT UNE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25• MAX
WET LENGTH
TO JET ,
PUMP Y.. 32' CHANNEL
TO AIR } c,.y t ._..pRaN.
VENT i•* r,
SPA DETAIL
(No SCALE)
HORIZONTAL INSTALL
3 ft. 18
COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
xQ� Install in Plumbing T at least 3" Below
4 Water level in Return Piping Install
in sprinkler box for easy access
- SHORING
Imo TAIL ANGLE X REPOSE IS AL H"G PROVIDED:
' SIKKIN T S INSTATED AT EXCAVATION BN AND SHORING SHOULD BE
SUFFICIENT TO SECURE 5015 FROM EROSION SETTLEMENT
EDmNO UNDERMINING APPROVED
ANY
ACRON TEST THE EACKFLLED MAPROVIDED WATER BOND DETAILS FOR
PF" TO THE POURING OF THE PATIO--_-�---
I. ALL STEPS AND SWNOUT BENCH EDGES
W3L RAVE 2x6 CAPTILE BORDER OF OPPOSITE
Cggt OF GEM FINISH FOR MSIBHRY
2. LIANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6- ABOVE POOL
10'MN ..�
.,A.. a
•° _ : 0. STEP DETAILS
> ` 1. TREAD IS MIN OF 10• WIDE.
2. RISER NOT GREATER THAN 12• EXCEPT IF
MORE THAN (3) TRENDS ARE USED
3. ALL STEPS TO BE SOW GUNIIE 4000 P.S.I.
STEPS
(NO SCALE)
FILTER
PULP
ITO AIR
VENT
F (2) #5 REBAR
12'
I nrux.�
12"
FOOTER DETAIL
(NO SCALD
HEATER
CHLORINATOR
HEATER
BY-PASS
FILTER
SAM
N-
OV01,- '� 3x31 ���p
xYCV/`^-
�atsa�
PIPING SCHEMATIC,
ALETAYDER
CUSTOM POOLS
DECK 1 ROW OF WATERLINE THE
WATERLINE
PUMP W/ HAIR k MAX aJ'-0"
LINT SIIWNER 7 T
PMa+ W/ MR A LEVEL ROOM r 1 �3 SIEFi. 0 12. 0/C E.W. SIZE
UNIT SWAID 6-THICK O9iJ��1
FLOOR SLOPES THAN t1
nrYR SLOPE SHM� nr
ODMPIY wm Amla£S 511
THE IL SHAPE OF TIE ROdt TROY
cunt nw f01
NalcTOWARDS THE OFar NTx SNNl
Nm Ex®i Fare w T FTxn
6'-0" 20'-0" 4'-0"
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DIAL aunEr CMP 25506-32X VGB
PER FRC4501,6s COMPLIANT 32" CHANNEL DRAIN
ODMP1.Ar(r WIn1
2017 FLORIDA BUILIM CODE
LISTED TO ASME/ANSI A112198
32" CHANNEL DRAIN AND SUMP
25506-320-ODO
V HREE 2' SOCKET x 2.5' SPIGOT PORTS
'DEBRIS GUARD INCLUDED
'38.79in? OPEN AREA
*WAPO LISTED FLOW RATES
'WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum Dow rating for this suction fitting with the center port plugged and outer parts
open is 30B GPM (floor) and 212 GPM (wall) when using 2.5- Plumbing and 26B GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this auction
Hitting 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 (flow) and 176 GPM (wall) when using 2' plumbing.
6FHP165 PERFORMANCE CURVES POOL
YiieAxM
t] l)3owrw - I
� m b
F as /D 20 3a wrwnm x9a tap^ 1!a ttl m A» 1
7
3 -!Tb "a we
32 GPM ILOWGPM
HIGH 73 GPM
Jan Max RatodfFHPFAj SPA
wWr a,pi11C Hail nLP,pl h, &µxlRlxMl
aMrtawsMn 8sq
■■■■■■■■■■■■■■■■■■■■■■■■■
Boom
ago
am
so
mob,
••■L0■
soon
■■son
men�w�aw�ww.x�w�►�..
■■■�\■\■`►!1■■■\■■■■■�■!soon
'
FULL 92 gpmw,.artMw,c
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: =:7 ft_x 7.48(gal/Ft) = ----- gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 11 ODO gal / 345 = 32 +--
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rote) (System Flow Rate)
Determine Pipe Sizes:
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. at 82 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
_- - -- (MakN+`andfaae"Q _ See�rlgineering Page -Tor Drain Configuration
Pump Model JANDY FLOPRO VS165 H.P. 1.65
Total H.P. H.Pxseveicefacloc l H.Awmare must bet speed arvwMblespeed
FiterMake JANDY CS Sae 150
Fdler min. area based an 6hr. turnover, Row rate pod gal. 13M min. = Flow Rate
Divide G.P.M. by Caraidge = 375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model
Controls must operate a minimum of two speeds.
Determine Pipe
Trunk Piping to
Return Piping to
Main Drain Covei
Pipe Size
6 fps
8fp5
I'
16 gpm Od4'
21 gpm 0.23'
1.5'
_
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
62 gpm 0.10'
2.5'
88 gpm 0.05'
117 gpm .09'
3'
136 gpm 0.04
181 gpm 0.07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 pm 0.02'
712 gpm 0.03'
inch to keep velocity 0 8 fps max. at 1t7 gpm Maximum System Flow Rate.
I.5 inch to keep velocity ®8fps max. agpm Maximum System Flow Rate.
SEES ABOVE ) System Flow Rate must not exceed approved cover flow rate
4oke, and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOPRO 1SP H.P. 2
Total H.P: H.P.xsendaefeIxc i H.p6 or more must be 2speed wvddadespeed
FlIter Make NSA Sty ---
Raw min. area hayed on ft. twn"Iftmtepoolgat Main.=Flow Rate
Divide G.P.M. by Camidge = 375 orSand =15 or D.E = 2
lime Controller make N /A model------
Controls must operate a minimum attwo speeds.
The higher speed override is nd to exceed one national ovele or 24 his. whichever is less
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 0A6'
82 GPM 0.10,
2.5'
88 gpm 0A5'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm . 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
ALEXANDER; CUSTOM POOLS
RUUD RESIDENCE
12790 NW CINNAMON WAY
PALM CITY, FL
N®pLL Ro00
I/z�i
F' ..psi
M.LN*n0. LROd47Eitf(M2
3L Lifeose No. 68212
'. 8gkil1azeLwood DdV * ; �`
IwrbcePL 34982 /,� `
03-11-202(J'rZAL:/7: �lr�
n n•--��
f ***ELECTRIC NOT INCLUDED***
PRRPAREDBY". SHEET:
STEVE HORST Z
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 hoEstsleve@yahoocom
CL
UI.
Total Dynamic Head
Calculation Worksheet �nPtq SSeries
Company. JoaR� !'�'-u
Job Name. SPFEO Addnss.12790NWCDNAMONWAY 3�I
Cfty`rown: AtM CITY Srah. FL Zip c;ncibbernI
lnstncer nv Dencanvnl beendedrothe wmbiliS skf82are kneb"ood,c click
Volumein ll.1 Me Intl 0See, 1a a Y YMM faP 9 rq
newo one
the in Gallons Per epnub GPN. g me oilb rsin el esa ali foreenn Me M ISM), re My a shed, III ceH of eerW Ol9tep ki and input
Haw mto Men proceed b Step me pressing the RESET nu(nn wlgclearall mpuiedinbmmdvn o anrf a new, enrkslrxt. Warksheei can be
aevedb a file orpnnted for /unre re/ermce
Step a I
vrm
sTepa,z 8 .L
Ca(ry7pa5y iF,. r(IfitTp�✓j1sY '/WtOwr ,
System TDH Calcufa ion Results
Tonl Friction Loss In It of 51 J3
Water(TaNI
T.1 Friction Lass w PSI 22.39
Versa Plumb Redumm ResuNs
ToxRaaatip 6.50
I
SyM;n TW wen Ywu 45.23
Plur(81
Sri1xn M
54etv�. hx Gite
VCbv^y iq
bjs'n isFM
F1¢5 `
•x t i
r +
N xr
F .Gan 4.taln
R}
®®
S ep#s
wept
Fan IllI
ac,.w dsr�i
a„ m'
Select Jandy 3-Way VaNe
Straight Flow Slre:
Step # 9
sh.S Fir. F .vo, f+.rQwn LwOto
waiern .1
lmffmqwl,=��
q CatMi fl , V.1- ff
on a as
eps,
Low See" "marl nuwee aP
limn£,rani if belle
+nmewell
�io�`
itxHmlas6lr
C.
'fr
aSWv"•'
nyekvy.e xrem aowiw:a
N0e5rm QeIX.YaMe
- ,�
®
1 t l
Steps 10
P4{
m
Step # 12 -
T fL i'l e" eew fnmmlavJn
6Yhhr i51
Total Dynamic Head
Calculation Worksheet
CompenY. LOfA1140M
hrW
"&[l W@.'®
JobliarbeiRtALAILOWSPEED
ANWess.�12-790 NWCINIAMIUM WAY
Chy7Tmvn: ALM CITY
Stale.t_J Zip Coder
Inetnc(ion : Den can ord be addN b t w cef for O f a he Ib K W a g are <a'cMs n k ow LM1alu M c GMlone end orehI kiln a
Y M Hnpe H 9
n now
a ran in ror a d , S Minute IGPM). k Me alTarNIMB is Mrewy esnphshed, click on be GPM eMl al Me entla/Snp li bee lnpu(
flaw one, Men procNn lo SNPAI Pressln9 Ne RESETbrman Wgclearaq inPutedinbmntpn b itada new ImlRsllee[ WofksbN(cm be
mvetl toa5fearpnnfed/a Iann mlerence
-' System TDH Calculation Resu'.s
Tool Friction tors In Ft of 13.36
atculate Pont Volume: WP&r(tON)
8 _a Tonl Friction Leas in PSI 5.76
Vanef AInmF Aal,nhnn All-,-
0
0
SucYm e'ur4 Y
ft
F
t
e.
Sav maVN
i,pI
n
.[Syit¢m
6IN
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fi65
®®
Step k
T co`e Su
vrq��4z9e°
Stx'dvtl AS HI%.w
-•
Jteuw'
ltnn4 ClwPflq
3
R
-.Ffl
®�
Step d 6
$rep# 7
Fyat ToatR faSw�taa Fnma
Lmsm.
`
yy
Select Jandy YWay Valve
9trsgMli'low ire:
Step:# 9
`�: Tn�wll®u Ff�en[mlrt
rt aTuee.r .sc
Rion Y t t
JaMY anckwash
ma
Valve:
ew ya
ken
IJone
a 00
Mee CarNaker�l4..n val
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p .,
lFQ;ri
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i�
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i' (
"'•r. �]'
ii Step#t0
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rtdwew trf
m
an
1
- - -� qxries
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Total Dynamic Head J�,�
Calculation Worksheet �> dy
eries
Company J00A� ps1e,�
Job Name. A Ad 1 MW Y dress. 7790 C18yAMONWA y
City?own. AtMCRY Snfe:� Zip CPde.L�l -1
brmbw Hom': OMe wn onl he added fo fhe w celK. s p16 r elcula(i Pool the GFI l Galbna wid oI !i y yeHo Srep 2 ere h e rrg n roMD aMrg a
nmorNrme In Gathers PN Wnutt /GPNJ. q Me (umovN ran is MrevdyesMOlKhen, click on Me GPM cell at the andof3ttp #2 antl inpu(
How re(e. Men Proceed n Step R3 pressrry Me RESET eu(nn wlHclear ail bPuletl inbrmatbn to snna mw workshee(. Worksheet cm be
seretl n a (de orPdmed /ar frenre rarererrce.
System TDH Calculalocet ResWrs
Tonl Fiecuon lass in Ft of 52.58
n Pod WAlvmee ..-._.. WMN (TaN%
0
Total Friction Loss in PSI 22.76
Y)2tOu Y rFev p-and 15 <epn(Nl io cam,
vn Is aetl NBvaiS(MWamnVersa Plumb RMucf]nn Ra_,i=x
GP�i TNaprer`
TaxnLwtuo,a 8.00
_e
.. ..
•"c.`a
6
a:_
9yaaaef TONw4Mveru 44.58
Jm
Ptume
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fiBnseMfawwM#
'cMb.
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lire"
bees
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la
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r
8.83
Ct30
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t58
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A88
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abb
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4"
230
O.tX35
bm
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8'
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TOTAL 1571 8.84
aF
Flmu9 nYeIn. Cells,
21A2
927
R� r'
ztAt
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om
r
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t
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t am
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am
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am
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am
om
am
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0.m
TOTAL
32.93
it2a
.ep e t
Lyv i F fl'.tiYel F%W+� •:
Step At 9
� it Fr.cL'm tea ar feitbpnty in
.ware, en
o
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k, I , 1, ;relic,
telA7
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Select JandYCM1 MV Ite
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mogf[
aw
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aAs
aAo
25'
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OAB
3'
BMB
eAe
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Select Jandy Check Valve
80` Flow S.,o,
N,
b y ftw
700r
Tani Check Valve tees
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H
v4nYVINIW cn
= V
J W
z
8
i � R
11
ellG64g