1648 Sea oats Dr 2013 pool (2) project Overview
Length"12 Regiove Dirt: IP
Depth:3.5.6 few %UM:
Perimeter:n _ Remove Fence: owner
Square Footage x88 Replace Fence: owner
CapecJty:.m�. Remove Decking:
Water Features.
II III '� I F
Length: vs
Depth: SPI via _
Perimeter:
Square Footage: ChWW r scan
Capadty ck•her: I
MUM
II ions,
I
� .rU • ,Cir�� f� 1 �o/ -
---�—•Z.,. '� Pool uns sta,x"__-
Lengtfi:
Spa tine Sim: 1MM:
II
° Skimmers:i Perimeter
Square Footage: 1100 sa tt
24'....._._..._._ Returns:3
Deck:Brick Pavers
Drains 2 -- Coping:6hck codn9
Auto FIH-
Tum Over Rate:
rile specs
Size:
Style:
Additonal in 't"I
Lft: _
12ovLw Baht
Manufacturer:
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CEN 450�y r
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Exisiting home
Designer RD Gray Scale 1/8"= 1' Customer Perrye j
a�
. � Ro:3ert Woodipe PE Point
Date January 5th 2013 Phone# 3345421 Address 173 Sea Oats Drive
2000 San p
Neptune Beach FL 322
us
Phone/Fax: (904)241-202 ww
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following T B Qbgd
ANSI/APSP-7 2010 Specifies three methods for determining the maximum system flow rate. The n9 For each PSP Mercury +IM
simplified TDH calculation is one of the methods specified.
Check one.
4 1 2 + 1 • 1 a to 1 12 14 1 /4 1 1e
2113
Snfified Total Dynamic Head (STDHl o a6 2a M &1 4a MM.3 M34 1&1 Mal W
• s,... 1 23 M e4 9.M 11A 134 15.2 /e t 16.4 W.
]• Complete STDH Worksheet Fill in all blanks. 2 M 4r all 1M.4 133 M5 »s m.4 2L7 230
O Z4�.%mgm Head a er u 414 1" uaa 2LS 234 t7.3
+ 113 Mas Mae 133 t 27.3 2fe
Odom" Complete Program or'ottw calcs. FO in required 5 11.5 Mas tat tai 234 neAl a.4 214 31.9
Minimum Flow Rate Required: 35 9Pm Per Skimmer (Required: 1 skimmer per 800 of of surf. area) blanks on worksheet do attach calculations. s tar Mat Mao m4 2tr .� dMr 3s:
= ry 000. Mgjmum Flaw Capacity 7 Mat ta4 237 234 23s 274 Zea 363
1 US
1. Calculate Pool Volume: (sem x to•� x 7.'18 (gol./cubic foot) �•1. 9•) of the new or replacement pump. i Mxo°Si eat u s 3zt .i is eta
2. Determine preferred Turnover Time in hours. t 6ti 2S4 273 284 W 3{.5 W) x 60 (min. / hr.) _ ;� to 23.t 253 27.6 las nit Sea 4U +a4
(Tuowa in On. 3fA 4 434
m
3. Determine Max Flow Rate: /a�OO 11 -7-9 17.7 +-----------= USS�"�`'+ ,�jr*+ M na 3ao 34s ass aeo 4ts M
(ad. M gal) (fumowt Itlan) (Pod Flo.Rale) (iaiiun Flo. flak) (SysWm Flo* Rol) � 13 sae 3U 3M 381 Je i Ota 434 e�.t 534
/ !k�0 1 tr M4 J!3 3b deeMA
44A-- 43A
nam Der ist now rate-
4 ,
4f 46e 4U us
combo, use the lagher No. 3 a No. 4 in tM following ca or a spa a v pump � use Max. n 4i4 434 +at sae stn sat �4
( PSP P� pump flow in calculations.
Is a4 438 +all 434 sa4 ear. t �_ t
Me JU 3.e 37.4 sal 4f4
: 6aTerFKos_ 2. For aide wall drains, use appropriate side wall drain ... 7 sae 57 sae st4 4lr3
Branch Piping to be /.f inch to keep velocity
O B fps max. at 31 gpm Maximum System Flow Rota flow as published by nwnufacturar. : 374 sae ILI t4.3 rahAW
3 Maximum Flow Rate. 3. Insert manufacturer's name and oproved maximum 23 �' U4 SO 73S
Tr r* Piping to be . 1.S inch to keep velocity 0 6 fps max, of ________ 9Pm System flaw sal 4ae ».3
SD Maximum Flow Rate. 4. See installation instructions for number of ports to25 1 �! �� >US W
ta
Rehm Piping to be L S• inch to keep velocity 0 '� fps max. at 9Pm System be used. 27 "A as 71A 733 las les
S. In-Floor suction outiet cover must conform to 437 » 733 784 les ess
/ 2s 474 443 71.6 >aa7W 733 as I ear eat
most recent edition -of ASME/ANSI A112.19.8 and be a sea »4 7318 731 783 4a4 st4 eau e7A
1. Distance from pool to pump in feet, 21.9 ._ embossed with that edition approval. 31 714 rte 7e.1 >a4 ea7I ss4 ass
i•3' Inch p4m per 1 ft. 0 3 7 gpm = 04 t (from pipe fbw/friction bee chat) 6. Pump, � 73r 73.4 Us ea4 e5s ass ea
2. Friction be4 (in suction pipe) ' Fater dt Heater make and model cannot at res esa esa eels els ea8 szo 633
3. Friction loss return pipe).in �.S � *e per 1 ft. 0 f a 9Pm -_P-:/4- (� P� �►/mon bre chat) changed, and equipment location cannot be moved A � US 4OU I Is4 874 OU OU K4 sa i4a7 somas M s
(in ___.____ closer to pool without submitting a revised plan and
4, `i x rte.v C = 1 7'� TDH calculation worksheet for gprovol. NOTE: F ID TOH MUST BE EXX TO OR FNM
5. (ung of d. Nw) (X of M it of Pia) (�+� 7W Tt� CN�111JITED TDH.
D
( of Rehm Fra) of hoWli n ��/ / TMH In P*4 S• now f>Itld E tai Per Feet
yt VA/ve � t � 6,s• . S� Schedule 40 PVC Pipe
roc.• �a v eP y / S '•rr! er Fater Ices in TDH (from fillcr data sheet): :3:(4 L fn I w s�oaaa
. O /Fin'� to s at � at es Mo I
+6 8 fc? 10 9.. �Sh e e is
Heater lose in TDH (from heater data sheet). M 9 ._
Totd other loss: `5.,� e°ti un OAr a 1 4
In H" 2t7 a
..PYI -11�.Drain Coeac 3/ ToMI Dynamic Hod (IDFI� 4.F 2 4 2x d112 Ur I gand
Pump selection �. 1✓S 3 o using pump curve for TDH do System Flow Rate �rw ill Ca✓'a!•
n�.,.A•
Pump m*M and $be in ft"P wr
Main Drain Cover Alp-'4a a/a2 X 40,x31x y (System Flow Rate must not exceed approved cover flow rates)
(MOW ane itladd
Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. SRT $W%mI?f%n9 P00/ $peClflCOt%Il FO/.'
.5Qs'-Qmk r r ,r,,,.►
Ctm.-k alt that oPPIY•
._.�
O 3'-0' O 2 8' ,�}� �gPn e un Be L. 22 0r
suction outlets 0�o p._._ max. flow (see note 2). �Ph�eJl 'c 9t� 1- 21 1?�� ,�Q 9
ykg A • *
Ott+-%a n 'r 32732
3 suction
outlets OC�gpm max. flow (see nota 3). STATE F '
q
�:C bac r4 j4 lro j('+'/
C--------� channel drain 0 �9pm w/ports (see note 4). C Comb/a4 r 1;0 9 � ����s �t
. `
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3�1 z Scale: None