1355 Ocean Blvd pool 2013 ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following TDH CgIculcitign QvtiQrl Totcl Head In f eet Con version Chad
simplified TDH calculation is one of the methods specified. For eoch p-imp Inches Mercury (Wcuum G�ouge)
Check one. 0 2 4. 1 6 8 10 12 14 1 16 18
0 0.0 2.3 *.5 1 6.8 9-0 11.3 13.6 15.8 1 18.1 20.3
5 orfled Tot-31.Dynamic Heod.1STDH) 8 9.1 11.4 1 20.4 2W
Simplifie Dyncmic No
d TO tal ffead (TDH) Calculation Worksheei Fill in :id blonks:. 2.3 4.6 6. 13.6 15.9 18.
CGrnplete S 2 4.6 6.9 9.1 11.4 13.7 1 15.9 18.2 20.4 V-7 25.D
H-0 1 18.2 20.5 22.8 25.0 27.3
1 *12
0
I I E-3
El 3.6
15.9 18.2 2C
3 119 9.2 11.5 13.7
Determine Maximum 5&stem Flow Rate: Totel Dynomic MW (TDH) 4 SF2- 11.5 13.8 16.0 18.3 20.5 ZU. 25.1 27.3 29.6
Comp'el:e Program or ot�.dr cacs. ;-_01 in req-jired
F
Per Skimmer- 5 11.5 13.8 16.1 18.3 20.6 218 25.1 27.4 29.6 31.9
Minimum Flow Rate Required: 35 gpm F LE COPY
blanks an worksheet & aticch calcilaticris.
6 13.9 16.1 18.4 20.6 22.9 25.2 77.4 29.7 31.9 34.2
maximum 'Flow capocitv 23
7 16.2 18.4 20.7 .0 25.2 27-5 29.7 32.D 34.3 M.5
1. Calculate Pool Volume: x 7.4 �ic foot) = /9
x 8 18.5 20.7 23.0 1 25.3 27.5 29.8 34.3 36.6 X8
-8 (gal./cub
(Surf- Area) (Avg, Depth) (V in gal.) of the new or replocemeni pump
23.1 25.3 27.6 29A 32-1 M.3 36.6 35.9 41 1
9
2. Determine preferred Turnover Time in hours., x 60 (min. hr.) 4 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 3B.9 41.2 43'
(Hours) (Turnow in Min)
11 M4 27.7 29.9 3U 34.5 3&7 39.0 41.2 4&5 4.5.8
Flow Rote: 420 37,57 + 3-7, _T
3. Determine Max 12 27.7 X0 32.2 34.5 36.8 39.0 4Q 43.5 45.8 4&1
CD
TT U_M�0_:�_rw i n s, (Pool Flow Rate) (System now Rate) 13 30.0 3-)-3- 3AU 36.8 39.1 41-3 43.6 45.9 4&1 50.4
flow rate. 14 32-3 34.6 36.9 39.1 41.4 43.6 45.9 4&2 50.4 52.7
4. Spa Jets: x 0 gpm pef jet =
able speed pump is used, use the max.
(No. of Jets) (Jet Flow) 6otol Jet Flo. Rate) 1 If a varil C-D 15 34.6 36-9 1 3M +1.4 43.7 45.9 4&2 50.5 1 527 55.0
pump flow in calculations. 0 16
(For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) 37.0 39.2 41.5 43.7 4&0 4&3 50-5 5M 55.0 57_3
17 39-3 _iE
Go 41-5 43.8 4KI 3 5E6 52-8 55-1 57.4 59.6
2. For side wall drains, use appropriate side wall drain 50.6 519 55.1 1 57.4 59.7 151.9
18 41.6 43.8 46.1 4114
--3L-9 sm 57.4 59.7 6M 64.2
19 43.9 4&2 48.4 50.7
Determine Pipe Sizes: flow as published by manufacturer. CL
20 446.2 4&5 50.7 53.0 55.2 57.5 59.8 ELD 64.3 610
64-3 66.6 6U
Branch Piping to be inch to keep velocity@ 6 fps max. at gprn Maximum System Flow Rate. 3- In-Floor suction outlet cover/grate must conform to U5 21 411.5 50-8 53.0 1 W 57.6 59.8 ELI
a-
most recent edition of ASME/ANSI Al 12-19.8 and be 22 50A 511 55.3 1 57.6 59-9 62-1 64.4 66.6 6&9 712
73 53.1 55.4 57.7 1 59.9 62.2 64.4 6rL7 69.0 711 73Z
117 gpm Maximum System Flow Rote. -
Trunk Piping to be inch to keep velocity @ 8 fps max. at embossed with that edition approval. 14 5&4 5V 60.0 1 W-2 64.5 66.7 69.0 71.3 73.5 75.8
25 57.8 60.0 62.3 64.5 66.8 69.1 1 71.3 n6 75.3 73.1
Return Piping to be inch to keep velocity 0 10 fps max. at Z -3 gpm Maximum System Flow Rate. 4. Pump & Filter make, model and location can not - 69.1 71.4 1 73.6 75-9 7&1 8114
25 60.1 62-3 64.6 6118
change without submitting a revised plans and TDH 27 62.4 64.5 66.9 691 71.4 -W 1 75.9 7&2 M5 82.7
worksheet. 28 64.7 66.9 69.2 71.5 73.7 7110 1 78.2 80-5 W-8 85.0
Determine Simplifled TDH@ -6.0---6 9 2 71.5 73.8 87-3
76.0 7&3 1 80.5 alil B&I
30 69-3 71.6 73.8 76.1 78.3 80.6 : f119 95.1 87.4 89.6
1. Distance from pool to pump in feE!t: 40 1 - -
31 71.6 73.9 76.1 7&4 80.7 1 82.51 85-2 97A 89.7 92-0
_T2_
73.9 7&2 78.4 80.7 0.0 &-,2 97-5 89.7 920 94-3
2. Friction loss (in suction pipe) in_2 inch pipe per I ft. 0 9pm 7 (from pipe flow/friction loss chari.)
33 7&2 7&5 80.7 113.0 8&3 87.5 89.8 92-0 943 96.6
34 75Z M8 113.1 a5_3 87.6 89.8 92.1_ 94.4 96.6 9&9
'7*4
M.7
9EC)
_3
94J
9C6
3. Friction loss (in return pipe) in 2- inch pipe per 1 ft. @ 0 49 gPm /0,3 (from pipe flow/friction loss chart) 98.9
35 M9 83.1 85.4 97.6 89-9 M
NOTE.- FM TDH Wa BE EQUAL 10 OR HIGHER
4. x f2i �s 7
THAN THE CALCULA= TDH.
(Leng6thof Suc (Ft of head/1 ft of Pipe) (TDH Suct. Pipe)
Pipe)
5.
26 1 li;L
(Length of Return Pipe) (R of head/) ft of Pipe) (TDH Return Pipe)
LIM
-gnd Nction Loss Per Foot
Piping:
TDH in _2 F,-75
Schedule 40 PVC Pipe
Filter loss in TDH (from filter data sheet): Z4 , 6
Velodty - Feet Per Secord
Pipe Size 6 fps a fps 10 fps
Heater loss in TDH (from heater data sheet): 1, 16 gpm 0.14' 21 gpm 1 0.23, 26 gpm 0.35'
The following cut sheets are included.
1�5'
37 gpm 0.08' 50 gpm 1 0.14' 62 gpm 0.21'
loss: 2' 62 gpm 0.06' 82 0.16'
Total all other
9pm 0.10, 103 Qpm
2.5" 88 gpm 0.05 117 gpm 0.09' 146 gpm 0.13' Pump Heater
Total Simprified TDIH: -1 35'
3' 0.04' 181 gpm 0.07' 227 9pm 0.10'
_138 gpm
4' 234..22m 0.03' 313 gpm 0.05' 1 392 gpm [ZFilter Thearphy Jets
Selected Pump and Main Drain..Cover 6' 534 gpm 0.02' 712 9p 0.03'
ID
-A/J
Pump selection /-Y/o using pump curve for Simplified TDH & System Flow Rate
(P IoMain Drains E]Water Falls
ad I and size in Horsepow
Main Drain Cover7APFZe Rate must not exceed approved cover flow rate)
_7Systern Flow
(Moke and Model)
Other
f 35 gpm.
Notes: Minimum system flow based on min. flow per skimmer o
13 Swimming Pool Specification For:
Determine the Number and Ty0e of Required In-Floor Suction Outlets
LIIVOZ-r- Y -7-ot-O&e T
type of cover
0 0 Dual Main Drains suctions outlets @ pm max.flow
T-0' / 355 6CE,'1111 18z-616-
rror3 bignature
0 0 0 Multi Main Drains suction outlets @ gpm max.flow
wi�
L"
13 ,
7-L _33
J AJ 7-1
Cont-actors Flini!d No.-
E�eL I 2S��_0,6 -3..Z 0,0 0 j2 Channel Drain channel drain gpm W/ orts t'�&0/6__2_3
e1epnGn! m
LOT 11
NAME AREA
6667 sq ft.
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306 sq ft.
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308 sq ft.
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2,403 sq ft.
IMPERVI US SQ FrG I
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interior design
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
renovation
consultation
LOT 13
LOT 14 LOT 12
LOT 11
135'+/- PLAT NAME AMA
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LOT 3
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THIS IS A BOUNDARY SURVq",Y.
CV) BEARINGS BASED ON THE E�ST RIGHT OF WAY LINE OF
0 NF- W flokiL
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0 OCEAN BOULEVARD AS BEING N05037'00"W AS PROJECTED
Z
FROM PLAT OF ATLANTIC BEACH PARKWAY UNIT No. 2,
PLAT BOOK 15, PAGE 83.
12>55 OcLa buvv
NO BUILDING RESTRICTION�IINES PER PLAT.
FILE COPY
.4TLx4W 15LAcLL fL
d
City of Atlantic Beach
Planning and Zoning Department
This approval verifies compliance vAth applicable
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
zoning, subdivision and other local land
development regulations, but does not constitute
approval for the issuance of permits. Compliance
"X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS with Florida Building Code and all other applicable
1 local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
�51TE-
DETERMINED FROM THE FLOOD INSURANCE RATE MAP Beach Building Official prior to the issuance of a
13th STREET Building Permit.
4
COMMUNITY PANEL NUMBER 120075 0001 D, REVISED Approved By.
SITE PLAN 40' RIGHT-OF-WAY PAVED PUBLIC ROAD V
Date,
APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH,
DUVAL COUNTY, FLORIDA.
D?3Y .
G
A)PLAYL P Olz OT�Lpn/6L c 1Z
OKW
COPYRJ(�-IJT 201 LINPL�-Y TOL5E IZT PLN(�q INC� ALL RJOT6 NO P412-T Of TA-5 \\IORJL- M-4Y br-L 1-16F-P- 12-111"11ZODUC11P. PIbTI2J15UTCD, PI, ICATED IN ANY fOIZM OIZ E5Y 411Y k4l-� \\/ITflOUT POO \VPJTT" CON61LNT Of LINPLILY TOL50ZT OF- 614N. INC.