HomeMy WebLinkAboutConstruction Planss ( Pool/ Spa)TIMER-2"
'AC-2"
MAIN DRAIN-2.5"
RETURNS-2.5"
►OOR W/
TEP OUT
Head west toward US-1 N/S US Hwy 1
259 ft
Turn right onto US-1 N/S US Hwy 1
Pass by Sherwin-Williams Paint Store (on the right in 3.1 mi)
9.8 mi
Turn left onto Indrio Rd
1.4 mi
Turn right onto Slash Pine
0.6 mi
V
V
ANDERSON RESIDENCE
5284 SLASH PINE TRAIL
FORT PIERCE, FL.
EXISTING COVERED PORC
574 SQFT
TOP AND COAT
1T 7"
4306 SOUTH US 1
FORT PIERCE FL.
(772) 465-2700
DRAWN BY: NANCY MCNALLY
-------------------------------------------------------------------•-------------------------------------------------------------------------------------------------------------------------------------
50LF DECK O DRAIN CONCRETE POURED
PATIO 700 SQFT
TOP AND COAT
5'
8" x 8" FOOTER
/ I \
POOL
20'-0"
X 40'-0"
T-6"
TO
6'-0" DEEP
800 SF 120 LF
27,871 Gallons
HYDRA COOL LED
COLOR LIGHT
POOL EQUIPMENT LIST
LIGHT: (2) HYDRA COOL LED COLOR
TRANSFORMER: (1) 300 W TRANSFORMER
JUNCTION BOX: STANDARD ]BOX 5 HOLE
SKIMMER: 2" AUTOMATIC
MAIN DRAIN: CHANEL
HYDRO JETS: NONE
RETURNS: (3) THREE
VACUUM: (1) ONE
CHLORINATOR: JANDY TRUE CLEAR SALT
FILTER: DANDY CS 250
PUMP: 1.5 HP 2-SPEED PUMP
HEATER: PRE PLUMB
TIMER: STANDARD
DECK TYPE: CONCRETE
DECK SQFT: 700 SQFT
COVERED PORCH AREA: CONCRETE 574 SQFT MATCH
POOL
FOOTER: 8" X 8"
WATER FEATURE: NONE
DECK ALARM: POOL GUARD
DECK ALARM
50' 2"
a
w
w
O
N
0
M
N_
El
DOOR W/
STEP OUT
51211
w
0
Scale: 1/4" = 1 ft
REVIEWIE O
DE PUI
10-06-2021 STATE OF 4�
0R10P`.•.`�`�.
�SStoNALtiNG`�.
M. Randall Rodgers, P.E.
FL Lic. No. 68212
ONE16 Engineering & Consulting, LLC
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
—Pool construction complies with FBC 2020, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3
—Pool Barrier to comply with Section R4501.17-71h edition FBC
—Skimmers comply with FBC 2020—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundotion 3'x7' cone. slab min 3.5" thick pour in
place or approved Hurricane Rated precost equipment pads
TY
PO(
STEEL
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(No SCALE)
s
O
N
SOLID
GUNITE
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacwm (M Hg) X 1.13
Feet Of Head
w�
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO —STATIC
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALD
OUTSIDE ANGLE OF REPOSE
W AND FldtM — 4' TI*X WV _LS W/13 REBAR 0127 0_C. EACH WRY
S TO 6' — C THICK WALLS W/(3 REBAR M12' O.C. EACH WAY
0' TO S — 8- THICK WALLS 1/13 RED 012' O.C. EACH WAY
9 ft.
6 ft
3&
_l - J J
EXGw M KID THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS 1NSTAIIED AT EXC TON AND SHORING SHOULD BE
SGFFICENT TO SECURE SODS FROM EROSION OR SEFIEEMEIIT
* NO LVDE1MIR NG OCCld�S OR Eft(MM APPROVED IF ANY DOES
* CO PA,CTON TEST OF THE BAtao-11 LED WATEIIAL ARE PROVIDED
PRIOR M THE POURING OF THE PAW
MISC. NOTES
1. ALL STEPS AND SWUM BENCH EDGES
WILL K NIE 2x6 CAP1tE BORDER OF OPPOSITE
COLOR OF GEM FNW FOR NSDILR
2. HNDNOID TO BE NSIA LLD ARE VIEW
DECK RAISED +6' ABOVE POOL
Z
X !
0
0 O
NOJ
Z
N rsa '
X
4
to o
v O
M:
N e -
Za
a-
.-
ML' L,�:
1. TREAD 6 MN OF 10' WE
2 BOTTOM M TOP RISERS MAY VARY N HEIGHT
3. RISER NOT GREATER TWN 12' EXCEPT BOTTOM
SU WWRE DEI M IS 4' OR GREATER
4. ALL STEPS TO 8E SOLD QNITE 30DI) PS.L
STEPS
(Na SCALE)
rH�- m1EMrnE �4t1E a
MF71 —w U� FROM !:_W
DRAW k ATTACH AIX MW MEW"
tNE 11EN arrm POOL WHIM
s"x
GRATE SHALL
BE SECURED IN I
Pt10E SO
THAT TOGS
ARE REQUIRED
FOR REMOVAL
Y,' PER FT. IN SLOPE
aR CAP nE
t
6' ABLE
TILE
TTYP.;�WALRL-3,000
NTEtIOR FIBER MIX
FINISH PSI GUNITE
STEEL—TEX FORM
OR KRAFT WALL
- 6' TYP.
TRENCH DRAIN FLOOR #3 @ 12 O.C.B.W.
` NOTE FOR DEPTHS
GREATER THAN 6' ADD
TREADED (1)13 COVE BAR 06- 0
PLUG _C_
s
GRAVEL TO PUMP ,,..
TIT. WALL SECTION & WELL POINT
(NO SCALE)
to COPPER
TO GRO
HORIZONTAL INSTALL
18 COPPER
Ta GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return PipingAnstall
in sprinkler box for easy access
WATER BOND DETAIIS FOR
NICBLESS LIGHT SYSTEM
POOL LIGHT
JUCTKIN BOX
Z cD POOL PATIO
WATER LEVEL 3---t
'r-' :. ram: ;..: `• -
UNDERWATER
r� `— 12 VAC FRAM
LIGHTg ; . POWER SUPPLY
- SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
YARD BY
EQUIPMENT
POOL FINISH
1' PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
(2) #3 REBAR OR
(1) #5 REBAR
IN
•
FOOTER DETAIL
(NB SCALE)
a-
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL Ot1tLEf CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WHtH
2D20 FLORIDA RUM CODE
USIED TO ASIFIANSI Al 12
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD FICLUDED
*38.79in? OPEN AREA
*IAMM LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO
The mmurn urn lbw rating for this suction fitting pith the center pat phgged and outer pats
open is 308 GPM (floor) and 212 GPM (wd) when using 2.5' phMnbi g and 268 GPM (floor)
and 192 GPM (wall) when using 2- pkMnbing. The maximum flow rating for ft suction
fft ng with the outer pats plugged and the center pat open is 2DO GPM (Door) and 168 GPM
(wd) when using 2.5- phgrnbing and 184 GPM (floor) and 176 GPM (wit) when wing 2' plumbing.
inw± nynamc Haan
WE
JandV FtoPro Series PunFps
Max -Rated tFHPM)
Rxmol. i!r Sq.n.r4 1
JPsn
' HAdt a
wFrR
DECK __\ 1 ROW OF WATERLINE THE
3 _-6" WATERLINE —
_� MAX 6'-0" L
r1s FLOOR
/3 SIEEI 0 12- O/C E.W.
6* THICI(
FLOOR SLOPES
F MR cnc Soul i1F
REGO NB.Y uNIF M ND
COMPLY Nei 101F7ES 5AI
THE SLOPE OF 1r£ Hag FROM
TFE 3" Be wwL
lanwwms 1FE D" AEA SWLL
MOT FXC21:D 1 F= N 7 F'aa
5'-0"
TYPICAL SECTION THRU POOL
(Nil SCALD
Pipe Size
6 fps
8fps
i'
16
gpm
0.14'
21
gpm
0.23'
1.5'
37
gprn
0.08'
50
gpm
0.14'
2'
62
gpm
0,06'
82
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'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: --- ft -- x 7.48(gal/Ft) =
(Surface Area) (Average Depth) (volume in golk)ns)
2. Determine Flow Rate: 27,871 gal / 705 = 40 + XXX = XXX
(volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be 25 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System Flaw Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pwmp Model DANDY FLOWPRO 2 SP H.P. 1.5
Tout H.P =H.Px service bclor.1 HtA or more must be 2 speed or wdable speed
Rker Make DANDY CS Size 100
Filler mk area based an W know low rite pod gat. /3M n*L =Flow Rage
D" G.P.M. by Cartridge = M or Sand =15 or D.E. = 2
Tw* Controller mace INTERMATIC Model T40004RT3
Cads must operab a mwwn m of two speeds.
The IsMer speed override is not to exceed One rromnalcvde_ or 24 his, whit:twer is less
LOUDEN POOLS
MDERSON RESIDENCE
5284 SLASH PINE TR
FT PIERCE, FL
N�pLL
��� �P . • `G E IV
M.gAllgaLUR
41 LiF� No. r2 —_
.ia baniwood Dn
FL 34911?�
10-06-202 T
***ELECTRIC NOT INCLUDED***
PREPAR D BY: SHEET:
STEVE HORST
DRAFTING &
DESIGN SERVICES
(�)20 -� l� 3
Total Dynamic Head
Calculation Worksheet jalr1q
yerics
2caiuc -
companyAOUDEN job #:0 Oat.: 1aw"21
Job Name:iANDERSON-MGN SFMD Address:-
City�Town: Stare: FL Zip Cade:
fnstactionsData can only be added to the yehow -fis. Steps #1 ,1 2 are for catcutating Pool Vokune in Gallons and for establishing a
turnover rare M Gallons Per Minute 1GPM). If the turnover ate is already established, click on the GPM cell at the end of Step #2 and input
flow rare, dnen proceed to Step #3 Pressinq the RESET button wiR clear all -puted information to start a new wonksheet Worksheet can be
saved to a Ne or Arno of for future -iteration
Cat. or Pros :ng the R£ E7 p *'ton w i ear att .System TDH Calculation Results
Total Friction Loss in Ft of 43,41
Wage Pool Volume Water (TDH)
0 ` ^` o To ai Friction Loss to P51 1$_79
„o ,. m.,tm e alo s tequ ra c vr;pty w :
APGP 78 ano t e :s 5t ,lords Versa Plumb Reduction Results
Icuiate GPM & Raw .
TDH Reduction 8.00
0 3fi0 89 System TDH with Versa
Plumb 35.41
..a.
Calculate Total
Length of Suction Pare 1--fed velocity 6
r4.�<
!I
. 8.54 C052
25- 8.05 0-052
3.. 3.d3 0.076
4" 223 0.005
_.00
3
7.r7
3 co
0C3
3CJ
7.C-1
000
..v.�
89
5" +9l1 Coal 3C0 3cC
TOTAL j 0.00 0.00
Wate Total Length of Return Pipe: fiecorrini d velocity: 8 fps and below}
-�"r-
I w fill 0.42D 10
4.20
1.82
r asi 0.122
0,00
0.00
z5' 6AS 0.052 142
742
321
r 3.83 0.018
too
0.00
4- 2.23 OA05
0.00
0.00
6" 0.98 1a.aoi
TOTAL
0.00
ii.61
0,00
5.03
Wate Total Number of Pipe Filling.: (bnput Totaf deaN Sue Fitting i yellow Calls)
r
t
-
'h a'
$
MEE
10.07
a 3e
F,;cna„ ia.s aw
w~
1007
000
0.00
000
0,00
O.DO
2
3
at wa�
ODO
0-00
0.00
0.73
OA0
0.C?
2.5"
11
1
3
2
2.42
4,60
0.00
0.00
0.47
0.53
3 C3
1"
:.3C
3 c3
Hitiut tog ix
Fs a warn
0.00
0O6
0.00
0.00
O,110
3.67
4^
C.:;C
0 C0
cr.eon less m
K- a way
0.00
0.00
0.00
000
boo
-
� �
6^
C.00
O.G?
Fr t,agk.
w a water
0.00
0.00
0.0o
O.W
O.OD
0.00
71DfAt.'
16-40 710
lain St t S bo & Discharge L 0" ai late r- t
L oss
r 'hvt sv."": ,-,� e x "
`x`R„+,
.v; ♦
mr.
:1 t xn.a
`°S�.«:
. �;?.: ba .k• y
x .��; y §:n-F'd
i 5
§
•'S)'T�4;Ys'.
260 0.87
234 1.01
Select Jandy 3-Way Valve s•a' 'fp°'�`
StraightFlow Size:
I
0.00 0.00 y
2" OAO 0.00
2 5- 2 4.66 2-02
r 0.00 0.00
�Sdspt"AaI11t3�Yaive 90°
40'
7.5"
3-
0.00 0.00
2"
0.00
0.00
2S"
0,00
OAO
I 3"
0.00
0.00
Total 3-Way V w Loss
4.66
Z02
Kzzm-
Sef t J dy F lie Type ..it &
:25: 1 D. 1 52 ..
lect Jandy 8 kwash Valve.
j� NE9Yi k."=tu 4e Yal
9 Mir
^+ a
•,00o
Select Caretaker hi41i Vatee•
fi
Select Check Valve nalylt n
Sttaighght Ffow Slze:
i
1.5" 0.00 0.00
r Om 0.0D
2.5- 0.00 D.00
37 o.00 0.00
ltMo1e01eK
COO D.OD
T
111-0411
0.00
2.>f•
GAO
0.00
Total Check Vauttew
OAD
0.00
e,:tJandyH f Type andSeC
dK`i 8UR4JC ^4411ayt � .F. -
`d_re n 0.04
teeia" 9a'IaLa
NIP 0
2
#T
�P 113{ -r 2.89 1 1 25
Jan
Pro Series
Ma
Total Dynamic Head Ta
Calculation Worksheet �Prry sits
Cortepa»y- 01JDEN .lab #4'� Da6s. 10fN202f
Job Name. NDERSON-LOW SPEED Address.
Chy,7owm,State:® Zld Coda-'
instructions: Data can only be added to the yelfow cells. Steps 91 8 2 are fur cafcularmii Pool Volume in Gallons and for establishing a
turnover rate in Galfons Per Minute (GW- if the turnover rate is atready established. click on the GPM cell at the and of Step #2 and input
flow rate, then proceed to Step #,I Pressing the RESET bum u will clear all inputedirrf---tion to start a new Worksheet. Worksheet ran be
saved to a file or pnnted for futurtlelertelce-
Ca.0 Prescng ha RESET beh n - f -tear a;i System TDH Calculation Results
V et7s ,.al,s t t rt a xeW orksheet.
Total Friction Loss in FL of 11.43
Cakulaie P<wi Vol.ne Water (TDH)
0 """0`. Total E'rictiWtlossMPSI 4.95
'? APSn 15 nJ "t'e 24 Stanxiards
Versa Plumb Reducbon
Results
Ic l to GPl18, TwTtwner 0lrie m ibiirs
TDH Reduction
2.90
Fili.,
sytaan TDH with Versa
8.53
Plumb
Fi t... m?.7 tY
? Y apryFY S F
kf R d TMk
Calc1 t Total Length of Suction Pipe (recommended eloMy 6 fps and below)
L4
sl �
s },�.� to �;. • f:f w: l.. :v di?"<�sda
'Y� x,?."'r
»� ,. .1,..'.. �w'«'
t 5" 305
7 C_
C
2" 3.84 v.3:5
0.00
0.00
2.5' 2.72 C.^"2
3" 1.72 C_JC4
4" 1.00 C.3C1
0.00
0.00
000
0.00 vn.a
0.00
0.00
ei,a„a.
6" 0.44 c X0
�O : -
akWate Total Length of Return Pipe fret
000 obo
low - 0.00 0.00
req.-d APSP 15 & Title 24 S`tand.,d,;
*11111100
rx
rcs
�095«
628 0095
16
Odi
2" 3.84 0.028
000
000
Z5" 172 0012
142 169
0.73
3" 1.72 Ou04
D00
0.00
4" 1-/O 0.001
obo
0.00
6" A44 I 0.000
000
0.00
7t1'fAtl. 2.64
1.14
al -late Total Number of Pipe MOW. "mpg tatalM each Sire Fitting in Y#Bow Calls)
-
S
3 59
w.rm E,au
226
00C
0.00
000
0w
Fea wale.
2
3
C 17
C7
fricb-on lm M
0-00
0.0C
I OAD
0.17
O.OD
3 CJ
Fr -swain,
2.r
11
3
2
F dw .
1.05
0.0L
0.00
0.11
0.12
3L3
3"
C 3c
:3
Fnct a. loos m
Fr. a.-
C.Jc
0.00
0.00
0.00
0.00
0G3
4"
F`tcnas -n"
0:0c
000
000
000
0(j0
Out)
6"
C.JC
J c3
Fie6vn t>� la
Ft a way
0.3C
cat
0.00
0.00
0.00
0.00
'M'M 3.73
1.61
icui to St [ S W 8 Ih Charge L ft
ai .late 6 n Los
2A0 097
T 3
1 13 0.55
0.25
Select Jandy 3-Way Valve
Straight FI- Sae:
: gh
IV
0.00 coo
r
/m 000
2S-
2
1.02 0.44
r
0.00 D.00
ect J dy F tte Type no Ste:
fj
100 043
Select Jandy Backwash Valve:
I NIeY �'�' 3e Waive �'r/ NVY
7'eaker 4n floor Valve
0A0
Select Jandy Check Valve
Staeght Flow S-
s..Va
D.Do
0.00
?"
0.00
0.00
2 5-
0.ao
D.00
3-
0.00
O.aO
Select Jandy Check Valve
90" Flow S-
v0. FlFw
1 5-
O.DD
ago
2"
O.Do
0.00
2..5-
0.00
0.00
Total Check Valve Loss
0.00
0.00
1 Jandy Heat Type and S
l-t Aq... e$aKow
ISO E-11 9a fnstan
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112' SHEET METAL SCREW
1:4' x 3i6' TAP CON
HEATER 2' GALVANIZED ANGLE
BRACKET OR
PUMP/FILTER FRAME
(TYP)
3 3112' rain. THICK CONCRETE SLAB
a -
HEATER FILTER
d
POOL EQUIPMENT ANCHOR DETAIL
V( E WE U F .
ANCE
C� �, .� COLINTY
AE
DF.CTGNFn FOR -
LOUDEN POOLS
ANDERSON RESIDENCE
5284 SLASH PINE TR
FT PIERCE, FL
111111�ii,if,
opLL RpQG'i���i
.` `2'•'y4GENg .F` '.
4LROW tM2 '*
:FL beew No. 68212
=t801 Rw1wood Drive*, _
10-06-202" FIL 3t9s2 =
e- / vfrltrnw,
PREPARED BY: JHE> l:
STEVE HORST
DRAFTING &
DESIGN SERVICES 3
(772)201-7846 horswevoyahoo corn