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JOB No. :
EI�C SN GRSUP INC .
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03 s31
SCALE
FIELD BOOK
V SURVEYORS
ENGIhIW
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1"=30'
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7 O 2 S PORT ST; LUCIE BLVD-
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DATE:
10/08/03
76
SUITE
PORT ST. LUCIE, FLORIDA
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DRAWN BY:
(772) 879-0477
RC
CHECKED BY:
CADD FILE
03-631
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REVISIONS
Y DATE DESCRIPTION
DH 10/09/03 REVISE BOUNDARY
RC 12/23/03 FORMBOARD
RC 05/21/04 FINAL
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BOUNDARY SURVEY
PREPARED FOR
RON RAYMOND
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GRAPHIC SCALE
0 0 0 0 0
( IN FEET )
1 inch = 30 ft.
LOT 41
FOUND 5/8" IRON
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ROD, NO CAP
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233.75'
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FOUND 5/8" IRON
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N 89034'45" W
236.10'
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LOT 39
DAT OF FIELD WORK MARCH 8, 2011
SURVEYOR'S CERTIFICATE:
UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY
AND IS NOT VALID.
NO SEARCH OF THE P LIC RECORDS HAS BEEN MADE
BY THIS OFFICE. /
DALE MONROE, P.S.M. 5E. REGJQO. 3956
21.4
N
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FOUND 5/8" IRON ROD
AND CAP NO. 4942
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FOUND NAIL
AND DISK
LOT 40, ESTATES OF LONGWOOD,
AS RECORDED IN PLAT BOOK 26, PAGE 27 A
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
e�-r�.•� /vd. !/a/- do38
FORM BOARD TIE IN SURVEY
LOUDEN POOLS
ONROE
LAND SURVEYING, INC.
7154 S.E. Osprey Street Hobe Sound, FL 33455
772-546-0221 Fax 772-546-4475
i
SP_7 Zp06 Speci7tes tttree mei]ieds for deferrninina .the Tmaximum .sy'szem flow rate- : 1he following-
T,� t iT1H calculazlon }s one of the methods specrted. _
Sir, lified Iota! D�nQrn�'c (lead TDrl Calculation �orlCsheet
Determine iA i , r�.. rtr,W Rafe_
-e'er-Slcsri�r R l m tP� ''r BD(7 st of surf. arev)
irnm im ow rgil'ired,�3�5, �9F� _ �• it
1. Calculdte Pool Volume: J� x �j..5 x 7'� (ga� /cubic loot) (voL to ad-)
(Surf. Area) , (Avg- Oepth)
2. Determine .preferred Turnover Time in hours- `��
X 60 (min. / hr.) — (iumovc in 1fn-)
3. Determine Max Flow Rfre- 9 ) Future naw Rate) (system Flaw Race}
(Vol. m ol.) (iumover Mins.) (Pool Flow Rate
x giDm per - jet = flow rate_
4. Spa Jets: Jet Flow) (FtaL Jet Flaw Rate) .
• (No. of Jets) ( a in the following
coiculations for the pool & spa)
(For single pump pool/spa combo, use the higher of No_ 3 or No. g .
fie; P*rniste F12e Saes
9Pm Maximum System- Flow Rate_
t 3 inch `to keep velocity ® 6' fps max_ at
Branch Piping . to be
gpm Maximum System Flow Rate.
Trunk Piping to be y inch to kd' p velocity @ 8 fps max_ at
t . � :inch to keep velocity @ 10 fps max_ at � � 3 -gpm Maximum System Flow Rate_
Return Piping . to be -.
Determine SimoliliedI QH:
1 _ Distance from pool to pump in feet:
inch pipe per 1 f1t 0 •apm (from pipe flow/friction lass chart)
2- Fnction loss (in suction pipe) in
inch pipe per 1 fL @_-_9Pm. _ (item pipe flow/friction lass char)
3. Friction }as? (in realm pipe) in
4.
(Lend a -Sur=+ .ripe) ^ (Ft of head/1 ft of'rFiae) (TJH Suet Fipe)
x
6 FI R�rn r�ioe)
(L^naih of Rerun Pipe) (ft of head/7 f. of Fipe) (TD TDH In Piping
Filter loss in TDH (from finer data sheep):
TMI �{t•r1R1 hegte rtrtl'!l C1let _ .
r
TDH Caicviaaon -0oitons
For each` pump -
—Check one. '
.a
Simoritied Total Dvnomic- Head-ISTDHI
Complete STDH• Workshe°i - Fill in all blanks_
I otai Dynamic Head* (TDH)
Complete Program or. other caics- Fnl in required
bionVs on warksheet & a tar h .r_alcuiavoils-
new or
Mites '
1. if a variable speed pump is used, use the max.
.pump .flow in. calculations_ .
2- For side wall drains, use -appropriate side wail drain
flow as published by manufoctur-er_
3. insert manufacturer's name and aproved maximum l
flow
4_ Sea installation instructions for number of ports to
be used. '
15_ In -Floor suction outlet cover/grate must conform to
most recent edition of . FSME/ANSI Al 12- i 9 .S and be
embossed with that edition approval_
:6_ Pump, H-eater make and model cannot
changed, ' and equipment loca'on cannot be moved
closer to pool without submiiUng a revised plan and
TDH calculation worksheet for approval:
lrir con i t ter root
40 PVC Pipe
ve3a6o• - F P.- S—and
c s.•e I a fps to
SP2800X5 1h it
10
254.
- _SP2 OW—
270
SP2807X10 1 11h"
ll
279
SP281OX15 Ph l ifz"
12 ife
308
:J sP2815X20 2 11/z'
131/8
333
- Ma, -Flo Pumps are also available with dual speed motors.
GPM
LP.M
a 38 16 n4 151 tiny �• --' -'
CAPACnyPER MINUTE
32" Channel Drain Flat Grate
Anti-Entrap'menSuction Outlet Cover
and Three -Port Manufactured Sump
-
-_ -o(•srr¢ICTsatt, a-to�erscnrplianrw+d'rti"•ar�-------
.....
Pool and Spa Safely Aa (ASME/ANS1'A1+^ ,c s -2ooa)
ProduaSpeanmiron Sheet
Yrgmia firaemrf3aka
,
re3iLL[PS
T "ejK-K-YC-_`e'
Am}giCmabaodf sud�o so�ida_
Lr-f—� 35
efimaa avd A53aFJ
Rd_z39
r a?Llla 4�andaN
AHA`A'LS219S
w�m�>mmev�ram,�fia
L`�
7205 Mj..0 1•Se
Fo`t �� �3�>L'i5321�
cpva®ir�c,�as6up6�L�G
-. \�
.Zoer.?I66PY ac39 rpi
kr;
�\\
�SGeSPYs+-6
_wi�cls'GPYaZ6!?s "
.leer{.v$ 7@ 6PMai5 fps
Iotfll ail tither LOSS:
t38X11, 095'
—. --- nr 0� 22� 0.1a
0.0z 1
ssysq�- ep ee
135 cn
f� 3i3 I _OT 351 I 01fi
aaaac+'msza�dsa-s
bm�el6amypeae.
lotai Dynamic Head (TDH):
s- l aim Luf 1 7-12 aa� I - -{
tl„RpesS 6YmesxY' oo.
Selected Pump and Main O'rain Cover
Trosn:i�ra:,oaa:Pr;
a �' mowed P6 e e h tied
. 0.D t�h'�." F
' E-IA(vdh
using pump curve for TDH & System Flow. Rate
-
; Msa or orL{SNSSa(ASYEIAXSr
Pump selection
0 x
5 281a
.Pe
(Pump 7i4oae4..ond s¢e va Horsepower) �.. U U Vr—t�1
(System Flow Rate must not exceed approved cover flow (�) v "l
Main Drain Cover : 3 2 G� c .
()joke and Model). ----._._..__.----
Note--: p►inimu systern flow based' on min_ flow per skimmer ut 3� -gpm'. ate
_ - Date, c
Number a• ray 10--FOX Suction Outlets: k ' , -
'° �.
Check all that .apply.
Determine the nd Tvoe of Reg
1 -�
suction outlets .@gpm max_ flow (see note 2)_ ' f
Q 2 '�� - §'sOiF"r
3° =0' l a aradars Signature
p,&es� azcfinezr. FIE-32631
on oum
r^
O O O 3 °suctitlets ®� gomax_ flow (see note 3).
Contractors Printed Name . uL � ,�,�.e r12
a+
h 1Z?r��"�' ✓ channel drain @ E���Igpm w/ ports (see note 4). T, G'W-JS
Contractors Cart No.-_-----
1,�
------a3 i -- n:raaors Icepnone tao.
urati oC.;W�-P �sr TrAro Drains in Onel
M-16C 32MFL:= -asaaw?bkb�mVskcRuss vmoyr�pRvm
Swimming Po.o1 SpecificGtio n For:
DelFF
Scale: None Rev 0 -