11-1201-001TWIN LAKE DRIVE
SITE PLAN. scale 111=20'
RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES (F.B.R.C. 2007, 424.2 CHAPTER 41)
LI-
FLOOD -
---
-----------------
r ------------------------------- I
FOR SLAB REINFCEMENT
CRITERIA
F1
FLOTATION ANALYSIS
ELEVATIONS
T UNITS
POOL I SPA DATA
LEVEL
TOP OF POOL WALL ELEVATION, (NGVD)
9.62
FT
TYPICAL WALL S CTJ�
0
[SEE TYPICL SECTION
DIST FROM TOP OF WALL TO WATER LEVEL 4.00 IN POOL AREA 411 .00 CF
DEPTH OF POOL AT DEEP END
5,00
FT
SPA AREA
47,00
SF_
DEPTH OFOOOLATSHAL WEND
� U9 �
FT
--,
POOL + SPA AREA
456.60
SF
WATEE LINE
AVERAGE 066L WATER DEPTH.
4.00
FT
....... POOL PERIMETER-
--
91.00
FT -
LEVEL 2 AVE DEPTH 2 BOTTOM OF SLAB. (NGVD)
4.79
FT
SPA PERIMETER
36.00
F!
==,
FLOOD CRITERIA LEVEL (NGVD)
9.06
FT
TOTAL PERIMETER
127,00
YOF -Fti
SOU
_5
INICIAL WATER HEAD
4.21
FT
AVERAGE POOL DEPTH
4.00
UJI
1pli
0
Q..
LESS HYDROVERTICAL RELIEF FBC 1618.2.4
-2.001
FT
POOL CAPACITY
12297.12
-
(GALLONS)
st
ADJUSTED WATER HEAD
2211
FT
SPA AVERAGE DEPTH
IM
Ft
LL
UPLIFT PRESSURE
13811]
PSF
SPA CAPACITY
527.34
(GALLONS)
# 3 AROUND
Lu
TOTAL CAPACITY (POOU SPA)
I2824.46
(G. ON,:)_j
1®
3"
R
STUCTU
'U kL sec.rioh4
SLAB THICKNESS CALCULATION
--G-NITS
POOL PUMP SIZE
2,00
HP
POOLf SPA AREA
458.00
SF
POOL PUMP CAPACITY (HEAD 60 FT)
95
(GALIMIN)
WALLS PERIMETER
127.00
FT
SPA PUMP SIZE
x
HP
1"PVC
AVERAGE WALLS HEIGHT
433
FT
SPA PUMP CAPACITY (HEAD 40 FT)
X
(GAL/MIN}
STARS/ SWIMOUT VOLUME
6A4
CF
CARTRIDGE FILTER
SF
L/2
WATER
62,40
POP
FILTRATION RATE
95
(GAUMIN&PM)
CONCRETE WEIGHT
150.00
POP
POOL TURNOVER
2.16
(HRS)
SLAB THICKNESS
6.00
IN
SPA TURNOVER
0.09
(HRS)
TOP OF FIXTURE
HYDROSTATIC
WALLS THICKNESS
6.00
IN
PERFORATED
PERFORATED
SLAB UPLIFT RESISTING PRESSURE
75.00
PSF
SHEER DESCENT
X
UNITS1 LONG
1-
RELIEF VALVE
WALLS UPLIFT RESISTING PRESSURE
90,12
PSF
EXTRA JETS @ SWIMOUT
X
UNITS
BASKET
STARS UPLIFT RESISTING PRESSURE
2.11
PSF
DECK JETS
X
UNITS
TOTAL UPLIFT RESISTING PRESSURE
167.23
PSF
LAMINAR JETS
X
UNITS/ LONG
CHECKING:
UPLIFT Pr t TOTAL UPLIFT RESISTING FORCE _<= 1
0.91
OK
HEAT PUMP
120
B.T.U.
POOL LIGHTS
i wH rTE
UNITS
..... . .. .. .... .. ..
-- - ---------- -
SPA LIGHTS
1 WHITE
UNITS
jAIR BLOWER
2
HL
B ENC"S STAIRS AREA
116.00
BENCHES STAIRS PERIMETER
_SF
BENCHES STAIRS VOLUME E-'---
. .....
POOLf SPA VOLUME
_____6A4
_.CUB_IC-FEET
CUBIC-YARD
TOTAL OF VOLUME OF C ONC.
2431
CUBIC-YARD
DECK PERIMETER
127.00
FT
I
DECK AREA
736.00
SF j
THE WATER VELOCITY WILL NOT EXCEED 10
FEET PER SECOND
FOR PRESSURE PIPING AND 8 FEET
PER SECOND FOR SUCTION
PIPING
DECK
J
ELEV.
(NGVD)
TOP -OF
POOL WALL
LI-
FLOOD -
---
- - - - -
r ------------------------------- I
FOR SLAB REINFCEMENT
CRITERIA
F1
1 112" MAIN
LEVEL
TYPICAL WALL S CTJ�
0
[SEE TYPICL SECTION
(6 SQ. IN. MIN, OPEN AREA)
DRAIN VENT.
-TYPICAL OF 2-
WATEE LINE
F 7/77777;'
T-0- (MIN))
6' (MIN) CONC.
ALL AROUND
61
ADJUSTABLE
YOF -Fti
SOU
5* -0" MIN.
,
0
UJI
1pli
0
Q..
COLLAR WEIR
13UiLDING
U)
0-
DRAIN SUMP, -
Mmw�
WET NICHE
APPROVED FLEXIBLE
CORD & (1) #8 (G)
ILI 1"COND
SCALE 3/4" = V-0"
I u rumr I - I
EQUIPOTENTIAL BONDING GRID DETAIL
TO COMPLY 2008 NEC 680.26 (B) & (C)
11/2 41-
1 I)-rDMAn -5 PnC)I Fil TRATIONRYRTFM N I
r ------------------------------- I
FOR SLAB REINFCEMENT
ANTI-VORTEX GRATE
1 112" MAIN
TYPICAL WALL S CTJ�
0
[SEE TYPICL SECTION
(6 SQ. IN. MIN, OPEN AREA)
DRAIN VENT.
-TYPICAL OF 2-
WATEE LINE
F 7/77777;'
T-0- (MIN))
6' (MIN) CONC.
ALL AROUND
ADJUSTABLE
YOF -Fti
SOU
5* -0" MIN.
COLLAR WEIR
13UiLDING
0-
DRAIN SUMP, -
z
D-pT.
Z
U)
uj
# 3 AROUND
1®
3"
R
STUCTU
'U kL sec.rioh4
DRAINS @9"O/C
ul
<
1"PVC
E.W. W/18" MIN LAP 0
T-
SLAB REINFORCING
<
0
ED
VE
z
UJ
v]
TOP OF FIXTURE
HYDROSTATIC
PERFORATED
PERFORATED
!a rn
1-
RELIEF VALVE
BASKET
(ACCORDING FBC 42 4221.4)
11/2 41-
1 I)-rDMAn -5 PnC)I Fil TRATIONRYRTFM N I