HomeMy WebLinkAboutConstruction Plan+6 1 +12" 1 +6
RAISED BEAM
W 24 SHEER DESCENT
WATER FALL
POOL 28'-0" X 14'-0"
420 SQFT 93LF
12,425 GALLONS
HYDRA COOL
C )LOR LED
w
m
m
m
v
-16" o
-8.
--------- 44LF DEQ(O DRAIN --- -------------------------------------------------
663SQFT o
CONCRETE POOL DECK
TOP AND COAT
POOL EQUIPMENT LIST
LIGHT: (1) HYDRA COOL LED COLOR
TRANSFORMER: (1) 300 W TRANSFORMER
JUNCTION BOX: STANDARD JBOX 5 HOLE
SKIMMER: 2" AUTOMATIC ,
MAIN DRAIN: CHANEL ,
O HYDRO JETS: NONE
RETURNS:(3) THREE
VACUUM: (1) ONE
CHLORINATOR: DANDY TRUE CLEAR SALT
O FILTER: DANDY CS 100
PUMP: JANDY VSFHP1.65 PUMP
HEATER: NO
TIMER: STANDARD
DECK TYPE: CONCRETE
DECK SQFT: 663 SQFT
EXISTING: N/A
FOOTER: 8" X 8"
WATER FEATUR: RAISED 12" W/ 24- SHEER
DESCENT
EXISTING COVERED
PATIO
8" X 8" FOOTER
1
i
4306 SOUTH LIS 1
FORT PIERCE FL.
(772) 465 2700
DRAWN BY: NANCY MCNALLY
(772) 696-1747
10' 7"
REVISED 12/8/21
GOLDBERG RESIDENCE
7117 MAIDSTONE DRIVE
PGA VILLAGE
PORT SAINT LUCIE, FL.
772-618-5327
1/4- = 1 ft
12-21-2021
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OF
FL Lic, No. 68212
ONE16 Engineering & Consulting, LLC
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
I
NOTE REL10NE GRATE & A'
PER Fl. MIN s-�
WEE PONT PLUG FROM MWN
GRAN & ATTACH AUX. PUMP me�nW _ (2) #3 REBAR OR
a
IM'E wmftl EA`nW POOL " . ?'^.'- a»�
(1) #5 REBAR s
6'x6' TILE .__y .•.
-Pool construction complies with FBC 2020, ANSI-T ANSI-15 GRATE SHALL e sine .
-Water Velocity Max 8ft/sec as per FBC 2020-R4501.6.3 25M FIBER MIX PLACEi
SO FINISH414' TYR. WA L-3,000 P51 awn:
-Pool Barrier to comply with Section R4501.17-7th edition FBC THAT Tons ° 4r
Qy nix
ARE REQUIRED • • + ° `ere. '"#'c' r ' �. i C"d �, Y s ,rV
-Skimmers comp) with nth FBC 2020-R4501.21.2 FOR aowo�ar s�-TEX FORu 8x��
f%uS n sL
-Soil bearing capacity assumed 2,000psi @95% compaction OR T W" E T � � , rot , m
Equipment Foundotion 3'x7' cone. slab min 3.5 thick our in 3 0 12- ocB.w. T nt�x;
p TRENCH DRAIN FLOOR : 4 . ,x ✓`'`ate ' . . `�'`�':,
NOTE: FOR DEPTHS U ,�
place or approved Hurricane Rated precast equipment pads ,_ NOTE F THAN s
TBIAM -" ; •-: (1)E3 COVE BAR 06- D.C.
GRAVEL
.- .
TO
fy W
TYP. WALL SECTION & WELL POINT FOOTER DETAIL 6
7(-P s70
(NO SCALE) (NO SSCALE)aaV91/
BECK , ROW OF WAIEIdNE TILEWHEN PROVIDED PRESSIM CgUGES INSTALLED ON
SHALL BE AT 20` MAX FILTER PUMP FOR FINAL INSPECTION
BELOW THE WATERLINE AND CHLOiRIATOR FILTER 3'-4'> wAToaxE
VISUALL
SET APART
MIX
FROMIIIALLS
POOL sC LNr PUMP WSi / IVIRa �, 3 sLm a ,r o Ell. -11
Ls,r
SUDK
yQT
HLF-R R�t1RK5 Im FLOOR I /C 11 aWx
THAN p001 FLOOR SLOPES tt"
T8' am saw SxaL ff
arvaaer a COMPLY IN JIMIS AIO
N 5A
Vacaxn (In Hg) X 1.13 Pressure (PSI) % 231 9 R am 5 T
Of Feel a Hand HE UK err x NOm
Fell aor
TYP. W 9wa. Be
WW(ms Ae � Nell sw1
War EF=i maN7wa
POOL SOLID Vocuum Head + Pressure Head w"` as10 ot
STEEL GUNITE = Total Dynamic Head 00,11 1310
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE) (NO SCALD
P COPPER
qL
CUSTOM MOLDED PRODUCTS INC.
HYDRO-STATX: RE1JEr SW6LE r3waW1 Ow aLmLT CMP Z5506-32X VGB
N
DEVICE SFAl1ID N' INSTALL PER rTRrw.so,.NEs COMPt.IANF 32' CHANNEL DRAIN
AREAS THAT EXCEED 1
WATER TABLE IN SHF3L CO PILN1 WIH
2at0 FUDI DA BMW CODE
LISTED 10 ASMEJAle A„2,sa
TRENCH DRAIN
m era JT
32' CHANNEL fNUTAi AND SUMP
VERTICAL INSTALL
25506-320-OW
sTTDEE 2' SOCREE • 25' SPIGOT PORTS
10 ow ®
*DEBRIS GUAM INCLUDED
L=:2;5"
PoolBPB-2008
887LIOPEN AREA
STond
>uMPo tfslEO Flaw Turfs
Install in Plumbing T at least 3' Below
*WHITE PVC BODY'
MAIN DRAIN
Water level in Return Piping.Install
rCDVER GOES OVER � TO ONE FINISHED LOOK TO PUMP
in sprinkler box for easy access
The maximum flow rating for this suction fitting with the center port ptugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5' plumbing and 268 GPM (floor)
POOL DETAIL
192 to m The maximum Dow rating for Bus
eo er
WATER BOND DETAM FOR
fit8ngnd
puts 168
with plugged port open rs 200 GPM (floor) RAM 168 GPM
and tthenccenter p
(NO SCALE)
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
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
O10'
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'
NICHLESS LIGHT SYSTEM
OUTSIDE ANGLE OF REPOSE
POOL LlfzfT
G AID DINNER - 4" NW w/1LS w/j3
NOR Wlr O.C. EMN Ww
arnON BOX
s To V - 6' TRICK WILLS W//3 FEW
s,r oc 01CH WAY
Determine System Flow Rate: Minimum Flow Rate Requred: 35 gpm perSkimmer
0' TO S - Ir on was W/j3 Rum
W,r aG Do WAY
YARD BY
L Calculate Pod Volume: --- ft x 7.48(gal/Ft)
_
Z ' POOL. PATD EQUIPMENT
(Surface Area) (Average Depth) (Volume in gallons)
9 ft
INTER LEVEL� CC)
2- Determine Flow Rate: 12,425 gal / 330 = 38 + )M = XXX
w-
(Volume) (Turnover Minutes) (Pod Flow Rate) (Feature Flow Rate) (System Flow Rote)
6 2
_:.;:•.-;r..::
d (
Determine Pipe Sizes:
Trunk Piping to be 2-5 inch to keep velocity @ 8 fps max. at 117 gpn Maximum System Flow Rote.
3 R.
Z tL 2 VAC FROM
Return Piping to be 2.5 inch to keep velocity ® 8 fps max. at_ 117 gpm Maximum System Flow Rate.
UNDERWATER �� s POWER SUPPLY
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
EIGHT SIZE AS DETERMINED
(Make and Model) See Engineering Page for Dram Configuration
BY LICENSED ELECTRICIAN
- C,
POOL FRAS11
'. 5_ I" PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
NO BONDING
OR GROUND
Pump Model DANDY FLOWPRO VS H.P. 1.65
SHOMNG IS INSTALLED AT EXCAVATION AND SHORING SHOULD HE
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SLTREMENT
REWIRED
Total H.P. H.PxSerrice fx6nlflpa'aoamNbe2speNaeaiaHe speed
NO UNIERIAM OCCURS OR ENGINEER APPROVED IF ANY DOES
'
NICHLE UNDERWATER LIGHT DETAIL
Filter Make JANDY CS Sae 100
COIAPA'noR TEST OF THE RACKALLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATH)
Fitter min. areabasedon px. tunroverfknrrWepod gW./3W min.== Floweate
(NO SCALE)
Divide G.P.M.by Cartridge=.MmSad=l5or D.E.=2
Time Controller make INTERMATIC Model T40004RT3
VSFHP165 PERFORMANCE CURVES
Controls must operate a mornm oftwo speeds
MISC.
L AM GNPs AM SNIMOUT BERai EDGES
RETURN TO POOL
1W
I Then iher speed override is notloexceed one normsicvde m 24 hrs whichuMarisless
n �
WILL 2.6 F rc��
THREE-WAY
rO
\ QALL Rp 27�i
COLOOF GEL FINISH
2. FVXMOLD TO DE INSTATED ARE VACRE
WATER TO SHEER VALVE
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STEP DETAOS
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DESIGNED FOR: :
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ou TOP R'� MAY VARY IN maa
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LOUDEN
LOUDEN POOLS (�G
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GOLDBERG RESIDENCE ELECTRIC NOT INCLUDED*
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SUCTION FROM POOL
°
F-
10 der 3a WI 90 100 710 120 430 lA0 IN IN TM IN IN 290
7117 MAIDSTONE DR
PREPAREDsv: SHEET:
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LOW
38
GPM FEowGPM
PORT ST LUCIE, FL STEVEHORST
Z
STEPS
TYPICAL SHEER DESCENT DETAIL
HIGH
86 GPM
DRAFTING&
(`O SCALE)
F
DESIGN SERVICES 3
(NO SCALE)-
(772)201.7846 km-sL*ve@yahoo.com
Total Dynamic Head
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CONFORM TO THE 2017 N.E.C. AND APPLICABLE LAICAL CODES
30" WIDE z 6a0" HIGH a 36" DEPTE CLEAR WOREING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.28(A), 110.28(2)
AND 110.28(3) OF THE 2017 NATIONAL ELECTRIC CODE
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7117 MAiDSTONE DR
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