HomeMy WebLinkAbout9-17-20 MAY-SIGNED[4375]EXISTING RAISED
YARD AREA
FUTURE TREX DECK
ADDITION BY OTHER
CHILD SAFETY BARRIER
WRAP PER.CODE
4' 25' 8rr
8" GUNITE WALL
R...............................................................................................................:..........................................
811 ACCESS
T.O.BEAM POOL
-3" 15' x 25'
5'-6"
EXISTING OPEN 375-80' DEEP 15'
PAVER PATIO DEEP ::.................... ...
....
....
....
................................................... ..................................................................................................... . CHANNEL DRAIN-2.5
� 0
�0S i 6' BENCH 4'
3' V SIE............... ....... .............................. ._ ._ ._ ._ _ ._ ._ ._ ._ ._ ._ ._ ._ ......._ SKIMMER-2"
W
a
VAC. LINE
.............................................................. POOL RETURNS-2.5„
a� 54 Lf DECK DRAIN 8'
326 sf SPRAYDECK SURFACE,
3000psi CONCRETE w/FIBERMESH,
O" 8" x 12" THICKENED FOOTER EDGE
w/ (2) #5 REBAR CONTINUOUS
0 11
POOL
EQUIP
AREA
EXISTING COVERED PATIO
TO REMAIN
RESIDENCE
i
ELECTRONICALLY SIGNED & SEALED
M. Randall Rodgers, State of Florida
Professional Engineer, License No. 68212
This item has been electronically signed and
sealed by M. Randall Rodgers on the date
indicated here using a SHA authentication code.
Printed copies of this document are not considered
signed and sealed and the SHA authentication
code must be verified on any electronic copies.
M. Randall
Rodgers, P.E. - FL
Lic. No. 68212
Digitally signed by M. Randall Rodgers,
P.E. - FL Lic. No. 68212
DN: cn=M. Randall Rodgers, P.E.- FL Lic.
No. 68212, o=(772) 201-1634, ou=1801
Hazelwood Drive, Ft. Pierce, FL 34982,
email=kxfox@hotmail.com, c=US
Date: 2020.09.17 21:13:37-04'00'
POOL SPECIFICATIONS
MAX.WIDTH 15' MAX.LENGTH 25'
PERIMETER 80' AREA 375 sq.ft.
MIN.DEPTH 3'-6" MAX.DEPTH 5'-6"
ACCESS RIGHT ELEV. TOB. - 3"
TILE 6' x 6" STEP EDGE 2"x 6"
COPING EDGE OVERPOUR
INTERIOR FINISH GEMSTONE
SWIMOUT 6' x 18" STEPS 3 ENTRY
FILTER CS-150 TIMECLOCK YES
CIRC. PUMP JANDY (FLOPRO) 1.85 VARIABLE SPD
POOL DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 3 VAC.LINE VALVED
SKIMMER TILED
CHLORINATOR SALT GENERATOR JANDY
LIGHTS POOL (2) LED COLOR NICHELESS
TRANSFORMER YES J.BOX YES
HEATER N/A
DELUXE MANUAL CLEANING KIT YES
PATIO 326 sq.ft. SPRAYDECK CONCRETE
EXISTING PATIO TO REMAIN
DECK DRAIN 54'
APPROX.GALLONS 12,600 G.P.M.
TURNOVER HR. MIN.
ELECTRICAL HOOKUP BY ACP
SCREEN ENCLOSURE N/A YARD FENCE BY OTHER
CHILD BARRIER WRAP POOL PERIMETER
COMMENTS
�EXANDE
CUSTOM POOlS
50 SE. DIXIE HWY. (E-4) STUART, FL 34994
PH 772-444-3158 FAX 772-444-3904
LIC # CPC1457939
JOB INFORMATION
MAY RESIDENCE
103 EDEN CREEK LANE
JENSEN BEACH, FL. 34957
ST. LUCIE CO. LOT 3 OAKS AT INDIAN RIVER
PH 954-930-0319
ENGINEER
09-17-2020
M. Randall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
NOTE REMOVE GRATE & Y." PER FT.
WELL POINT PLUG FROM MAIN QrEAPOUR OR CAP illE
DRAIN & ATTACH AUX. POOL
WHERE APPUCABLE (2) #5 REBAR
LINE WHEN EMPTYING POOL '`.4.)
ENE' TILE v
with FBC 2017, ANSI-7, ANSI-15 GRATE SHALL
—Pool construction complies4"
BE SECURED IN INTERIOR 2500 FIBER MIX
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 PLACE SO FINISH 4y' TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
—Pool Barrier to comply with Section R4501.17-6th edition FBC ARE REQUIRED 8" • •
—Skimmers comply 2 FOR REMOVAL STEEL-TEX FORM with FBC 2017—R4501.21.
-�i. � L E2 rJ YDER
—Soil bearing capacity assumed 2,000psi @95% compaction 6" TYP. FLOOR OR KRAFT WALL
31000
—Equipment Foundation 3 x7' conc. slab min 3.5 thick pour In TRENCH DRAIN GUNITEPSI NOT® FOR DEPTHS 12"
place or approved Hurricane Rated precast equipment pads TREADED r' GREATER THAN 6' ADD
PLUG (1)3 COVE BAR 06" O.C. CUSTOM POOLS
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
18"
O
SWIMOUTS
(NO SCALE)
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
�V
II c
Vacuum (In Hg) X 1.13
Pressure (PSI) X 2.31
Feel Of Head
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 WALLS W/I3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/Y3 REBAR ®12" O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/I3 REBAR ®12" O.C. EACH WAY
.. ¢ .. ¢ :.
� � 3
�e
IXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
' e�& " SHORING 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 MATERML ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VTSIBILrTY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
10" MIN
fi
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
/8 COPPER
TO GRID
HORIZONTAL INSTALL
I8 COPPER
TO GRID ---'p
VERTICAL INSTALL
PoolBoiad PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
POOL PATIO
WATER LEVEL
g 12 VAC FROM
POWER SUPPLY
UNDERWATER
LIGHT 1" PVC
CONDUIT
POOL FINISH
PENTAIR GLOBRITE-sHA iovi''w TE� SCHEDULE 40 PVC SLEEVE
AMP 30 70 2:;•. NO BONDING
OR GROUND
FUSION -FUSION POOL PROD - REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
FOOTER DETAIL
(ND SCALE)
CHANNEL OR
PIPING SCHEMATIC
DECK __\ 1 ROW OF WATERLINE TILE
HAIR & (� '3•-6aa
ONEIR
CUSTOM MOLDED PRODUCTS INC.
SINCIE CHANNEL DUAL OURET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
Li
32" CHANNEL DRAIN AND SUMP -rj" POOL
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 flow rating for this suction fitting with the center port plugged and outer ports
open is 3D8 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.
3450 RPM
31.0 RPM
ra _
a2 RPM
I.,PM
° 1rIIIrIIr I IIII UMIMU 1 111 MIMIMI IIIIIIIII IIIIIIIII IIIIIIIII IIII I....... I........ IIIIIIIII IIIIIIIII IIIIIIIII
a°lawace,°� nmelGPm)o Rio �zo i�o"o iso �co
FdGallons
LOW 44 GPM
HIGH 93 GPM
WATERLINE
MAX 5'-6" LIGHT WALLS
SOUL
1
OT
I3 STEEL ®12' 0/C E.W. SLOPE
6' THICK GREATER
THAN 11"
ri��
SLOPES
BE
AND
S ND
THE SLOPE 6 THE ROOK FROM
THE SHALOw EW WAll
NOT
EXCEED
THE DROP AREA N
NOT IXEro I rom AD IN ] rom
15'-0"
TYPICAL SECTION THRU POOL
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 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) = __==___gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: __ 12,600 Sol / ___ 300_=—__44___+—__XXX ___ _ XXX_ _
(volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 7.5—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 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. 1.85
Total H.P.=H.P.x servicefaclor.1 Hp. or more must be 2 speed or variable speed
Filter Make JANDY CS Size 150
Fitter min. area based on 6hr. turnover Bow rate pool gal. / 360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Send =15 or D.E. = 2
Time Controller make ON PUMP Model -----
Controls must operate a minimum of two speeds.
The hi her speed override is not to exceed one normal ovals or 24 hrs whichever is less
CTRONICALLY SIGNED & SEALED
Randall Rodgers, State of Florida
Ifessional Engineer, License No. 68212
hL RANDALL RODGERS, P.E.
FL License No.68212
1801 Hazelwood Drive
Ft (772)201-16eroe, FL 4
82
(772)201-1634
s item has been electronically signed and
tied by M. Randall Rodgers on the date
icated here using a SHA authentication code.
Tted copies of this document are not considered
ned and sealed and the SHA authentication
le must be verified on any electronic copies.
09-17-2020
ALEXANDER POOLS
***ELECTRIC NOT INCLUDED***
MAY RESIDENCE
103 EDEN CREEK IN
PREPARED BY:
SHEET:
JENSEN BEACH, FL
STEVE HORST
DRAFTING
2
DESIGN SERVICES
3
(772)201.7846 horst.steve@yahoo,com
Total Dynamic Head TT Y1
Calculation Worksheet c/�Pro�e�ies®
Company: LEXANDER Job #; Dais: 9/i7/2020
Job Name: AY -HIGHSPEED Address:
CiWown: State: FL Zip Code:O
Instmctlons: Data can only be added to thisyellow oWlls. Steps #f & 2 are lorcalcufating Pool Volume In Gallons and for establishing.
tamover rate /n Gallons Par Mlnufe (GPM). #the tumoyer rafe /s afready established, click on the GPM coffer the end of step #2 and/npuf
llow rate, Non procead to Step 03. Pressing the RESET button will claarall InpNed IMormatlon fo start a new Worksheet Worksheet can be
safedto a file orpdmed for lmare reference.
Candor: Pressing the RESET button will claarall System TDH Caiculatlon Results
yellow cells to stuns new Worksheet.
Total Friction Loss in Ft. of 49.64
culate Pool Volume: Water iTDHi
u o Total Friction Loss in PSI 21.49
Step # 2
Run Tme(b ) R (mmJ M
00 is n
j
Step # 3
�I Length of Suction Pipe: (recommended Velocity: 8 fps and Mowl
eyrtem GPM Su- Pipis Velocity ift./tte) fHons, 1. In ft. Total length of Frlmarl W.1n RIan Fri Ws
at Syexm GPM dwa., / ItPipe Pt. d WaxrPSI
um Pipe Size Ve`arily (R./see) FdNanlm in R. TdallewP Fr Lauin Fridion Louin
Ret ynem GPM dwafer/h. Pipe M. Its— PFI
a
Step # 5
•Tn
Fitting Slze
dndard 90e
S Elbow
Lon9lUdiuegeu
Plbow
sxndardes^Fn—Insertco.pIbq
(Flral9h!
flow)
Tee lerancM1 nowt
FrMtien Lasl
11 Waxrn
Frl6lon toss in
c r•
r sr
�������
Step 16
]twit Ta kl Feet F,....I—in Fions Lots
of Water PSI
a�
Ste. # a
=Ww"'va."m
Pway Valve InputNam"'
Ipe 51tt3-w yVal a
FHNa n Lana in R.
fW er nc ion Drain
CMda Yaltt CM1eIXVa vmrd
FHNaa fascia M' Inchon Los in psi
Step # 9
act Filler FrRRenlm in Friction les in
f Wax
Step # 11
select—bs, sb Friction Wsin Friction Lasin
Valv¢ Ftd Waxr PSI
Step # t3
`5elttt In -floes Friction Lou in Friction Los in
Valve FL of Waxr
IIIIIIIIII� IIIIIIIIIIIIIIIIIIIIII■IIIIIIIIIIII
Step # 7
Input Sireof Invuxt Momberd Individule Friction loss)n
FiNi L - PSI
rn Eyeballs xm GpM Ft -of Waxr Rer on ors in
3-wsys she IJdNumberd FfIN'wn Las
way Valves FL of Water
in FRon Los in pSl
ri �
«L VSitt GM1eM valves
Rof Waxr
FriRion Loveh psi
step # 10
Selast Heater Frimen Lau h FriRien Lase in
R. dfie
Step # 12
I«ts lte ll Friction Louh lindinn-iiin
a e R..Waxr PSI
ja�Tg>d
Pro�eries
ieri AC®
Total Dynamic Head TT
Calculation Worksheet <<JnPro�e�ies®
Company: LIXANDER Job #; Dais: 9/17/2020
Job Name: AY-LOWSPEED I Address:
City/Town: State: FL Zip code:0
Instmctlons: Data can only be added to the yellow cel'Is. Steps #f & 2 forcalcufating Pool Volume In Gallons and for esteb//shing a
tam.-.. /n Gallons Par Mlnufe (GPM). #the turnover rate /s already establl b cf,, click on the GPM cefl m the end of Step #2 and/npuf
flow rate, then procead to Step03. Pressing the RESET button MR claarall Inpmed I r.—don tostarta new wcrkshset Worksheet can be
sewed to a file orpdmed for lmure reference.
Candor: Pressing the RESET button will claarall System TDH Caiculatlon Results
yellow cefis W start a new worksheet.
Total Friction Loss in Ft. of 14.26
culate Pool Vol.... Water iTDHi
g - 0 Total Friction Loss in PSI 6.17
Step # 2
( ) R (nnn 7
Step # 3
�I Length of Suction Pipe: (recommended Velocity: 8 fps and belowl
Velocity""') fHons, 1. In ft. Total lengui ar Fr n iN ul
System GPM Susxw pis ociat System GPM dwaxr/R. Pipx e Ft. WarhPSI
Retumpipe5ize Velarily (R./see) FdNanlm in R. Tdal LeneM of Fr Lau in Fri—Los in
at ysxm GPM dwater/h. Pipe M.dwaxr
Step # 5
•
I-" Slze
eandard 90e
S Fib.
Lan9 Radius 9Va
Flbaw
standard 95^ Fn_
Insert eavplin9
Tn (Flral9h!
flow)
Tee lerancM1 nowt
FrINen Las l
Ft-af Waxrn
Frl6lon toss In P
c r•
r sr
�������
Step 16
Input Total Feet Friction Lossn PSFriction Laos
d Litt Ft o/ WaterI
a�
S1Rn # 8
Y F>
InputNumbersd
3pi a so,-w YVaI a
FHNon Less in R. F - t L - psi
afW a nc ion oaain
(a,ed, Vas inpsd�u �d
FdNoan Loss;a R. fricfion Lorin psi
Step # 9
SeleR Fllhr F1F11Lnain Friction les in
L of Wax
Step # 11
selecteacbwxI Friction —in Friction Lou in
Valv¢ FL d Waxr PSI
Step # 13
seleGln-fbar Frimbnlosm Friction Lorin
Valve FL dWexr PSI
'ill®—IIIIIIIIIIII
Step # 7
Inpu[Sire of Invuxf Numberd Individule Frictionloa in Ficti L - psi
rn Eyeballs Realm GPM r on osm
�a0
3-wsy Valre IJdNumbs.d Frierson Los in FRon Los in pSl
Rpe Sitt -way Valves Ft. of Water ri �
F FI'sitt I—vaivee
Ft. of Waxr FnRion Lou in pSi
Step # 10
select Heater Fristim Lau m Friceien Lave in
f, dwaP.
Step # 12
v
es a e s u c u Friction Lou h F-im loinin
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ELECTRONICALLY SIGNED & SEALED
M. Randall Rodgers, State of Florida
Professional Engineer, License No. 68212
This item has been electronically signed and
sealed by M. Randall Rodgers on the date
indicated here using a SHA authentication code.
Printed copies of this document are not considered
signed and sealed and the SHA authentication
code must be verified on any electronic copies.