390 10th St 2013 pool CITY OF ATLANTIC BEACH ,
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00002365 Date 4/12/13
Property Address . . . . . . 390 10TH ST
Application type description SWIMMING POOL/SPA
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 18320
----------------------------------------------------------------------------
Application desc
new pool
----------------------------------------------------------------------------
Owner Contractor
------------------------
------------------------
PRIDEAUX MARK E & CHERI L FLORIDA BONDED POOLS
390 10TH ST 8608 BEACH BLVD
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216
(904) 641-5265
----------------------------------------------------------------------------
Permit . . . . . . SWIMMING POOL
Additional desc . .
Permit Fee . . . . 14S . 00 Plan Check Fee 72 . 50
Issue Date . . . . Valuation . . . . 18320
Expiration Date . . 10/09/13
----------------------------------------------------------------------------
Special Notes and Comments
If on-site storage is required, a post construction
topographic survey documenting proper construction will be
required.
POOL - Wellpoint (if used) must discharge into vegetated
area 10 , minimum from street or drainage feature (swale,
structure or lagoon) .
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE
REQUIRED INSPECTIONS :
*POOL STEEL
*ELECTRICAL GROUNDING AND BONDING
*FINAL (PUMPS MUST BE RUNNING FOR FINAL)
SWIMMING POOL SAFETY INSPECTION REQUIRED
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 18
DEV REVIEW-SINGLE & 2-FAM 50 . 00
ENG REV PRE APP > 3 HRS 25 . 00
STATE DBPR SURCHARGE 2 . 18
----------------------------------------------------------------------------
PERMIT IF%ePR%WM4XU IN ACCORDAQhAW9M(JALL CITY OF X'14-WFIC BEAC112di@"�4@A AND THE IJP"DA
BUILDING CODES.
CITY OF ATLANTIC BEA*4�1
800 SEMINOLE RO-41).
ATLANTIC BEACH, FL 322133
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 13-00002365 Date 4/12/13
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 145 . 00 145 . 00 . 00 . 00
Plan Check Total 72 . 50 72 . 50 . 00 . 00
Other Fee Total 79 . 36 79 . 36 . 00 . 00
Grand Total 296 . 86 296 . 86 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
Doc # 2013088998, OR EK 16323 Page 1163, Number Pages: 1, Recorded
04/10/2013 at 10:48 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMNENCENENT
State of rLO(ZI pp, TaxFodoNo. 1_10Q59_00Q0
Couatyof D )VAJ
To Whom ft May Concern:
The undersigned hereby informs you that improvements will be made to certain.real property, and in accordance with Section 7 13 of
the Florida Statutes,the following information is stated in this NOTICE OF CON2,4ENCENM-NT.
0
Legal Description of property being improved: (PCI 10-2--5-29C- , 20 ATLAIA-Ti 'BeACA
Address of property being improved: 34�C) MT*� �j�P.T A11,XWTj(, �41 FL B7223
General description of improvements: W4112QUMD _<A,)jMAALek� �60L._
Owner: AAAOK P_ Fw_ic>C-AUY, Address: 3qO lop4sroj�_�T
Owner's interest in site of the improvement: Ft_er SIMPLE
Fee Simple Titleholder(if other than owner):
Name:
Contractor: �emggad C.LAv�� - E_peA 0A 3pQr_x-:7-L>_ -R,-a3
Address: etoes __\A-jcsc�yju_&
N&elephone No.: CIC14-&4 1 -s2fp FaxNo: qD4_(v41
Surety(if any)
Address: Amount of Bond
Telephone No: FaxNo:
Name and address of any person malcing a lo an for the construction of the improvements
�ame:
Address:
Phone No: FaxNo:
Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be
served: Name:
'Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person. to receive a copy of the Lienor's Notice as provided in Section
713,06(2)(b),Florida Statues, (Fill in at Owner's option)
Name:
Address:
Telephone,No: FaxNo:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
rj(Signed: Date:
Before me this--,,day o �a the Coun t uval,State
a2 _� A��
Of Florida,has personaJly appel 9
Notary Public at Lar State f F ic stats ot Fiarica
s PPowell
My Commission exp
_%Y,jf/jx'pires QM61264 or
Personally Known:
Produced Ideatification:�e
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
FI L E C Un P Y 800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845
lob Address: 3CIC) 10T+� 51-91E(E-r Permit Number: 3-.2
�egal Description (act I(o-2,5 -2% 2-D ATL4,t4T-l(- '6EA(,,H Parcelg (10058 -0000
P loor Area of -S�qt. Sq.k't
Valuation of Work$-I ell?ao Proposed Work heated/cooled non-heated/cooled
--lass of Work(circle one): New Addition Alteration Repair Move Demo]ition(*�P�ool/sv window/door
Jse of existing/pro osed structure(s) ircle one): Commercial
I an existing struefure,is a fire sprinMr system installed? (Circle one): Yes No N/A
"lorida Product Approval #
For multiple products use product approval form
)escribe in detail the type of work to be performed: lkVAe0QMD &U-)V"AA(&iC, POOL-
?roperty Owner Information:
'4ame: MAEK PeIDEAQi- Address: 390 1 OT" SVP-E-C-T
"ity &iEMAE BEACAA- State(t Zip 32,Z33 Phone '104 - 3A - 1-7-7(o
--Mail or Fax# (Optional
.ontractor Information:
F-60LS
-ompanyName: FLOP-IDA &"CE-D _Qualifying Agent: 3eFF(2&-f &AQ3:z�
kddress: ffigog 6GAct-k OWD City AACK-SOMVILbE State F-L Z i D--SZZ
DfficePhone ce4t-SZ(PS -Job Site/Contact Number Fax# (p4( S'Z(.p4
Rate Certification/Registration# iiRL C609UI
A,rchitect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Wortgage Lender Name and Address
3 h ad I ana e do th work a din a nd t d e y that no work or installation has commencedprior to the
f
mi to e to s c rti
tructio in thisjurisdiction. This permit becomes null
r ' f e s ti ca tI � 0 or
y 0, e er ormed 0 m h an r a"�aws e 'atng com d d� aWeriod ofsixPU5)months at any time after
n U )'on " s' Fr 0 kis u a ded or'ba ne
'icatio ere' ,e 0 0' Pi P(6 t or c , t ct n
I and ork w '
ru r s
'PP anc a ern ot ' a"w 0 s cu lectrica rk,Plum Ing, SIgns Ils I
0 P k,- d thin
,,d d s co 'enc' wi s s
u , t t s Par t,Per ts mu t
f�' en ed d, and hat 'e a i" bee redforoE b e Pools, urnaces, Boilers, Heaters,
'or is
F, k s co� 'Con itio en, s C.
nk and n e
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
there certify that I have read and examined th* application and know the same to be true and correct. All provisions oflaws and ordinances governing this
111work will be coTplied with whether 'ecifTed herein or not. The granting of a permit does not presume to give authority to violate or cancel the
!7rovisions ofany otherfederal,state, or localsfaw regulating construction or the peFformance ofconstruction.
-4�- 1
Signature of Owner 3\1 A.J JA
i�14-4d Signature of Contractor (�I&
Print Name I.AA&Z RZI DGA7U X- I — Print Name 40
..............K..........................................................................................................
.......................... .......... ... ......................................
Sworn to and sub Sworn to subs r e be e
this 14� �Notsrly P=bficc State of Flold�dl2o this D 0
& I
Zrle Powell Y U IC5tateOfFlOrida
c EE032547 arles E Powell
4 n 0:032547
rnmMasso
Notary 12/16/2014
Notary PuW "J P
6 Specifies three methods for determining the maximum system flow rate. Prideaux
The following simplified TDH calculation si one of these methods specified. I
Simplified Total Dynamic Head (TDH) Calculation Worksheet
Determine Maximum System Flow Rate:
Minimum Flow Rate Required:35 GPM Per Skimmer(Required: 1 skimmer per 800 sf of surf.Area)
1.Calculate Pool Volume: 288 X 4 X 7.48(gal./cubic foot) 861&96
(Surf Area) (Avg Depth) (Vol in gal.)
2. Determine preferred Turnover Timein hours: 3.98 60(min./hr.) 238.8
(Hours) (Turnover in Min.)
3.Determine Max Flow Rate: 8616.96 1 238.8 36 + 46 82_
(Vol in gal.) (Turnover in Mins (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
4.Spa Jet,, 0 X 0 gpm per jet = 0 flow rate.
(#of Jets) (Jet Flow) (Total Jet Flow Rate)
(For single pump pool/spa combo,use higher No.3 or No.4 in the following calculations for the pool&spa)
Determine Pipe Sizes:
Branch Piping to be Z5 inch to keep velocity @ 6 fps max.at 82 gpm Maximum System Flow Rate
Trunk Piping to be 2 inch to keep velocity @ 8 fps max.at 82 gpm Maximum System Flow Rate.
Return Piping to be 2 inch to keep velocity @ 10 fps max.at 82 gpm Maximum System Flow Rate.
Determine Simplified TDH:
1.Distance from pool to pump in feet� 50 0.1 (from pipe flow/friction loss chart)
2.Friction loss(in suction pipe)in 2 inch pipe per 1ft.@ 82 gpm � 016 (from pipe flow/friction loss chart)
3.Friction loss(in return pipe)in 2 inch pipe per 1ft.@ 82 gpm �
4 50 X 0.1 5
(Length of Suct.Pipe) (Ft of head/lft of pipe (TDH Suct.Pipe)
5 50 — X 0.16 8 TDH in piping: 13
(Length of Pressure Pipe) (Ft of head/lft of pipe.) (TDH Return Pipe) Filter loss in TDH(from filter data sheet): 2
Heater loss in TDH(from heater data sheet)� 0
Total all other loss: 7
(Total all other loss includes but is not limited to Waterfalls,90's 45's,valves,eyeballs,etc
Total Dynamic Head(TDH):
Selected Pump and Main Drain Cover:
Pump selection I SuperFlo J3400421 1 using pump curve for TDH&System Flow Rate
(Pump model and size in Horsepower)
—r-T--- (System Flow Rate must not exceed approved cover flow rates)
Main Drain Cover I Pentair StarGua d 500 101
(Make and Model)
Note&Minimum system flow based on min.flow per skimmer of 35 gpm.
Determine the Number and Type of Required In-Floor Suction Outlets:
Check all that apply.
—X—T(-§)——W) 2 Suction outlets @ gpm max.flow(see note 2)
@ @ 51 Suction outlets @ gpm max.flow(see note 3).
:77�7=—=] Channel Drain gpm w/ ports(see
. ......... co?M10AMW
""=0FFORC,ODE
,IIIXNT'C B"CII
Uff kA]DI)MONAL
SMPERMM FOI -�YnoNs-
RiQR-in�AND�O
Aa'F:
SRVMV
C EDBYZ DI
----------
For ench pump IGI. Head In Feet Conyersion Chgri
F-Check. one. Inches Mfflcury (�CICUUM L'auge)
--1 0 10
To'�ol Dynorni(, r','.?rjrf (I;Mjj)
4
0 16 it
-L0:0 1 2-3 .0 11-3 -13.6 1
te SIDH Workshe 6 n 9-1 191.4 13.6 311-9 -
2 1.4 13.7 - 20.
15-9 1&2 Z(L+
ED '17 16.0 1 �2 2OZ V- 1 25.0
9.2 1 jjT5 TI-i 22
Cornplc!c Program or 0 1 2M 25.0
c0lc5- Fill in rc y j i;-,,J 11.5 -8 1 1&0 18-3 2WO-5 27.3
blankf on worksheet & ctftach calcuict 1:�j 13-8 6-1 1 20.9 3p 25. 2&1 27-3 29.6
6-- 13-9 18.4 - - . 1 2.7.4 29.6 -ii-i
flow CaNcIty -7 1-- -- - 9 27-4 29-7 ' 31
1&2 j&4 -9
ED 25i-7 9 U.2
29.7 3U 343
of the ncw or replacement pump. -§--- 1&5 2D.7 Z3.0 1 27.5 1 29,8 U.3
9 ZU21 23.1 25-3 77 29. a 32Z 34-3 3&g 3"
32-1 34-3 3&6 381 41.1
1 25.4 27b 29.9 1 .4 36.7
4
38A 41.2 43.4
--- V-7 29-9 1 34.5 X7 39.0 41.2 4,15
12 27.7 1 3U 322 K-� 3r,8 45
FNot,, C10:11 13 30'0 '%Z 34 M - A 41.3 43_5 45.8 F
41-3
-6 45 4&1 %4
CD - 36-9 39-1 1 �1-4 1 43.6 45.9
15 .48-2 503 5 7
0 variable speed pump is used, use the max. 16 .6 36 39.2 +1.4 4,17- 45.9 481 5U zV I cc�
"1 41.5 43.7 46.o 4&3 50Z Mo 57.3
L- 37.0 39
Pump Ilow in calculations. =0 17
03 -3 41 43A -- 50-6, 5
la 1 41.6 S7.4 59.6
46-1 4&4 5Z9 SI I 57.,t
2. For side wall drains, use Cippropride side wall drain C3- 19 43.9 4&4. SQ. .4 .7 1 61.9
-0
flow as' Publizhed--�by'manufacturer, - 4CL2 5CL7. 3Z-9 -�S-Z --IL7 6U
55z, 57S 6U 64-3
Ma -21 48-5"
Uf t .5, W5
n cc urer s!-na m bhd- dp 6z *
xi WAS
Vft
1`0 1 22-, '-5%0.8-
mum 5U:
.6"..
flow -23* 5 644; -.66S.
al-L 5a& 64A. .... 71.2.
:�S, -.5s.4 .,57 .71.2
73Z
Au-
_6Z3, I -M' 7U
��S4.5*,,Gr
T-. '71.3
bcr:.of-..P6rIs to- .:.
.4 -25:
-,:7be Used. -'.71.3 -716-, F)ZLL
�J%4*: 7s.9 -7&1
7LA"L
e mus� conform to 2a 64 7 6&9 :89-2. '-71 -717 7&D '7aZL -8M V-7
5 In-Floor sucUon ouUet cover/grg',
most recent edition Z9 67.0 69-3 71.5 TIZ 7U 7U* 80.5. a"13 am
of ASME/MSI A 1 12.19.8 and E>e 30 M8 rL 1 673-
embossed with that ediUo' 69-3 71.6 73Z 7&1 150.6 CL9 W 5.1.4 89,6
n approval. 31 71.6 719 WX 1 A4 7 VA 155.2 117-4
--- M 7Q X4 80.7 1 t5-2 87.5
6. PUMP, F-Iter & Heater make and model cannot ?_0
76-2 7EZ aa.7 &10 ISS-3 97-5 1 a" 94-3
�hanqed, and equipment location cannot be moved 34 X5 8oz aml MJ 37.6 M-A I all
closer to pool without submHng a revised plan ond &II aM&4 87- 0U.4 V-.L2
TDH calculation, worksheet f*or approval. NOTE FEW TDH WJST--BE-EQOk TO OR Hae
MAN 11-f*CAMAM TDH.
Schedule 40 PVC Pipe
Feet Per Second
F,,@ Szel 6
1, 16 9PM 1 0.14' 21 8 021Y 26 10 Drun A R PCON Speddizirig in
1.5- 37_9pm 50 1114' 62 021' Assodates, hr- ReskknW and Commercial
62 *am 0.10' M qPM 0.16' (407) 977-1892 Pool-, Fountai
88 gpen 1 0.05' L 117 0.09, 1 n- I Air and F�at:ur-..
136 ozin 0.04' 181 Oar zu 0.1a
0.03' 31- %xn 0.0T M 0.ar
J- 0.02' 712 qpcn u.Lu
This form is ffle Mperty ig Gordon it &Iap�, pE OM
May on� be used ;n c00jWXi;0n Wib rry Res;de� Swinw�ng Pool
Specification Drawings or by others wh vritLeii pem��.
Date Swimming P001 SPOcification For.-
FAMNq
ontroc or� no GORDON H. SHEPARDSON, P.E.
Controc rs Printed riame FL PE j 19333
672 N. Semoran Blvd., Ste 203
0 63 Odando,'Fl- 32807
(,Ontr-ctors Gert. No. Office: (407) 275-1099
(oq 1--5
n facto leMPROFIC q NO. Fax: (407) 275-1015 Non' Rev 0 09
Nonte 2/16/
M
-ga., gait"
'3-
kp�-UiW5 ,.74
INS- R.5
FEET OF HEAD PER 7 00 FEET OF PIPE, SCHED. 40 PVC
Flow Velocity Friction Loss
(Gals. er minute) (Ft.per Second) (Ft.per 100 Ft.) Row Velocity
(Gals.per Minute) Ft.per Second) (Ft.per 100 Ft.)
-1 1/2" PjpE Friction Loss
4
.63
1.50
5 28 ----------
.79 4.41
6 .225 30 4.70
.95 ------- 4.73
.300 5.30
7 32
1.10 .400 504 5.85
?'®r" 8
N" 34
1.26 .520 5.36
9 36 6.40
1.42 5.67 -
.630 7.0o
38
10 T.58--
.770 5.99 7.85
12
6.30
17' 1-07 8.50
14 42
'pq 2.21 6.62
16 1.39 44 9.20
18 2.52 1.76 6.93 9.80
2.8 4- 2.11 46 7.25 1006
------- 48
2-0
3.15 7.57
--- 2.58 10.15
22 50
3.47 7.88
10.24
ae4 3.78 3.60 8.67
26 4.10 60 Zj 40
4.20 10.69
---------------
7
.67
8 ------ .12 35
9 .15 - 3.35 2.2o
.86 .19 3.82 ----2.86
10 :�6 45 4.30
.23 0
12 1.15-------------- 50 4.78
J4
14 55 4.30
1.34 5.26 _ZZ__
.44 60 5.00
-16 1.53 -- ------------ 0.14
.56 5.30
- 18 1.72 --------- 65 6.21
.68 6-70
20 1.91 ------ 70 6.69
.83 7.50
22 75
------- 2.10 .98 8.60
24 80
--------- 7.65 -
229 1.15 9.55
26 85
2.49 8.13
28 2.�_8_ 90 10.7
1.56 - 8.61 11.8
30 2.87 95 9.08
!:!1 13.2
Z 100
9.56
14.4
ELL
EQUIVALENT LENGTH OF ST"IGHT PIPE (FEET)
Size
3/4"
Gate Valve (Pull Open) 1-1/2" 2" 3"
0.6 0.7 0.
Elbow,go, 9. 1.2 1.3 1.6
3.6 4.5 5.3 6.7 2.0 2.7
5
Elbow,40- 0.7 0.9 1.4 - 1.8 7. 8.6 11.1 13.1
Tee(Straight Thru) LiAe- 1.s 2.2 2.8 4.1
2.5 3.3 5 -
Tee(T - 4.7 5.7
hru Side) 5 CA,, Ck-� 4.3 7.8 12.1 17.1-
5.4 6.7 8.8 1 V.0
Swing Check Valve -8.1 12.1 17.1 21.2
8.9 11.2 13.1 15.2 19.1 -
27.1 38.2
The fr iction loss in a Great American Waterfall
from 12" to 60" is the equivalent of a branch Tee
... ........
SuperFlo(5 Pumps
F., PenWr
P001praeucie
Pon
�--Ilrjai-FI6 by' F
i
Poo a.
replacement IF .�cWn,,11!F"- direct:
cir the Haywarde'S
Extrern Y quiet
el, operation
Unionized fitting
s (1.5 in.li.ite,.rna slip.and 2 in.
external slip)
d Cam.and,Ramp" Lid'-
Heavy-d'�
Ytyhigh1 -serv'
ice facticiI
fla q-u-are
nge mot8r;'
�7
Integri.,vo.ute and,pot re..du�e h�d
raYlic'noise
SuperFlo Pump
Protected by US Patent D5 17,570
--- - ------ The SuperFloll Pumps are specifically designed to be the best choice for a variety of inground Pools.The SuperFlo
silent running capability and small footprint allow it to easily drop into a compact equipment pad.
features thick walled body parts,a heavy-duty S6 square flange motor,and highly engineered hydraulics.SuperFlo s
Ordering Information
Product
Model Voltage F611 Load'
Primary
Amps HIP SF SFHP Listings and Port Size
Carton
ications" Wt Cury
Certif
(Lbs) Key
d.
348 021 SF-NI-I/2FE 1 15/2u8-230 8.814.5-4.4
2 1.90
LILI
�3/41FE .-115/208-230 8.814.5-4.4 3/4 1.2S, 0..95 I-S"X I.s, 38 r
348022 0.95
348023 SF-N I-I AE I I S/208-230 11.2/6.0-5.6 ULI I.S"x 1.5', 3 1 8
1 1.25 F
34�024 SF-N 1.25 ULI
- i2AE 115/208-230 IYX 1.5" 38
14.8/7.8-7'.4 G
10 1.6S
x 1.5" 4'0.-,.
34802S SF-N 1-2 208-230 9.6-8.8 2 1.1
_AE ULI
H
3480� 0 2.20 UL I
6 .:i*SF N 1-2-1/2AE: -208-230 1.5"x 1.5" 48
2-1/2 1
4 '2.60
UL' 1.5"x I.S11 54
W X- A I :: 4
340036 SF-II 1151230 8/5,4 1/2 1.95 0.95 mom
-3/4A 115/230 10.8/5 ULI,NSF 2
.4, -3/4 0.95 -:..:' '"", X I.S" E
340038 -NI �.UL%I I X 1.5"
SIF -IA I IS/230 14.2/'7.1 1 38 F
1.2S 1.25 UL NSF 2
-,I,.112A 115 12 30 G
30 I-S"X 1.5"
340040 ..65,
- - SF-N I-2A 115/230 22. X 1�s
49
4/11.2 2 1.10 2.20
1�400 -_ UL NSF .5"x 1.5"
io T� 48
I LS 2-1/� : 1.
04
;..UL-:!.-N5F 2
x 54
�zl RX
ROTOR
340042
SF
-N2-)A -�230 6.1-
1.25
U :1.5 X 1.5" 39 B,G
340043 SF-N2-1-1/2A 1�25
34,0044 230 7.8/3.0 1-1/2 1.10 1.65 W.NSF 2
".�':SF-N2-2A x 1.5"
230 10.0/3.5 41 C,H
2 1.10 2.�o
UILI.NU 2 1.5"x I.'
49
D,I
3SO157 Union Kit I-S"Internal Slip X 2"External Slip
Swinim.ing Pool a,16
-01 Liquid Pumps For Swimming Pools Only(Enclosure 3),
Spa Pumps and to Canadian Standards CAN/CSA C22.2 No. 108 e
"Ut:indicates rhat purn,I-ears a UL mark sitgnifying evaluation to U.S.S,andards UL 10,91 for Permanendy confleCE d
"NSP indicates that pump bears a NSF mark signifying evaluation to NSF Standard SO For Sell`�Priming Centrifugal Pumps For Swimming Pools Only,
'Product may have been evaluated to other state and local regulatory standards. Listing status may change.Always confirm status
with appropriate agency if in doubt.
Y Hayward(5 and Super Pumpo are registered trademarks of Hayward Industries,Inc.
ft
15
L
Dimensions arq Ferturm;).,-jrF?
Pentair Pool pro(lucts
FT SuperFlo series Performance Curves
30] 100
90
25-
80
BEST EFFICIENOY SIZING
'k
70
20
Go
f
5] 50
40
30
20
5
10 F
%-T I - 4 H
I D
0 0 A B C E
0 10 20 30 40 so 60 70 so 90 100 110 120
—F—T—T—IT—,—T—T—T—T--F--r--T—T—T--T
F 130 GPM
0 5 10 1 1 1 . 1 11 1 1 1
20 25 V13/H Ft
Vt
OF 0
4,92 REI-1
--8-31PEF7 24,91 REF
1 G8 Rcr 10 73 R�F CD '00REF
:) lot
SIO page 464 for replacement parts.
it
Main Drain Frame and Grate
Pentair water
Pool and Spa
StarGuard' Main Drains comply with provisions of the ANSI/ASME
Al 12.19.8-2007 standard and the Virginia Grateme Baker Pool and New,Improved 8 in. R'o u n d
Spa Sd(eLy ACL. High quality SLarGuard main drains are available in Main Drain
white, black,gray, and dark gray as well as a variety of configurations Available in Multiple Colors
to fit any residential inground pool oi-spa installation. StarGuard Compliant with the Virginia
main drains have an industry leading 15.35 square inches of open area Graeme Baker Act
for water flow and allow flow rates up to 72 GPM at 1-1/2 ft./sec.
Flov 1?,;im FIC....,P_.,rc 0 f,ai A rre,-
rioov-(Qrm) wj;ji(GP11) (5,ri,in)
8 in.StarGuard cover w/long ring(single),white
V t
500108 144 112 15.35
500100 8 in.StarGuard cover w/long ring(single).black 144 112 15.35
S00101 8 in,StarGuard cover wilting ring(single).dark gray 144 112 15.35
500102 8 in.StarGuard cover wilting ring isingle).gray 144 112 15.35
500140 8 in.StarGuard cover w/Iong ring(2 pack),white 144 112 15.35
500141 8 in.StarGuard cover wilting ring(2 pack),black 144 112 IS.35
500142 8 in.StarGuard cover w/long ring(2 pack),dark gray 144 112 15.35
500143 8 in.StarGuard cover w/long ring(2 pack),gray 144 112 15.35
JY�
500103 8 in.StarGuard cover wilshort ring(single),white 144 112 15.35
500104 8 in.StarGuard cover w1short ring(single),black 144 112 15.35
S00105 8 in.SEarGuard cover w/short ring(single),dark gray 144 112 15.35
8 in.StarGuard cover w/short ring(single),gray
500106
144 112 15.35
500144 8 in.StarGuard cover w1short ring(2 pack),white 144 112 15.35
500145 8 in.StarGuard cover w/short ring(2 pack),black 144 112 15.35
500146 8 in.StarGuard cover w/short ring(2 pack),dark gray 144 112 15.35
500147 8 in.StarGuard cover w/short ring(2 pack).gray 144 112 15.35
g go Ag
O=V
8 in.StarGuard drain wit 2 in.side& 1-1/2 in.bottom ports
500110 ABS sump wiring&cover 144 112 15.35
(2 pack),white
at
t
8 in.StarGuard drain wl 2 in.side& 1-112 in.bottom ports
soolli ARS sump wiring&cover 144 112 IS.35
(2 paclo,black
8 in StarGuard drain wit 2 it).side& 1-112 in.bottom ports
S00113 ABS sump wiring&cover 144 112 IS 35
(2 paclo,dark gray
8 in.Star-Guard drain w/2 in side& 1-1/2 in.bottonn ports
S00114 ABS sump wiring covet- 144 112 15 35
(2 paclo,gray
500115 SE,1rGLIard drain w,2 in sirlr por I A BS�jjmp wit FI,&
cove-,(2 pack).wi,,te 144 liz 15 J�
500116 8"'r SLa,Guai d drain w'2 1, side port ABS sump wiring&
cover J2 pack).black 144 112 IS.35
S00117 8 in Stat Guard di ain wt 2 In side port ABS sump w/i Ing&
covet (2 pack),dat k gray 144 112 1 5,3S
500118 8 in.StarGuard drain w/2 inr side port ABS sump w/r,ng&
cover(2 pack),gray 144 112 15 3S
C-Ae-Nan & Ciear�� Fifters
Fiberglass Reinforced Polypropylene Tank
J;
* NSF listed
• Unionized connCC60115
• Integrated continuous Hi,,,.Th FloWTM internal air.relief;:
• Chemical resistant tank body
41
• Lock ring with spring-loided safety latches
• Coreless cartridge for easy cleaning
4 0,
v
• High Flow manual air relief valve
• I in.drain'and wash out t
•Sin-le piece base and body clesion
Fiker features a chernical resistant tank with no-tool servicing and a coreless cartridge for easier T
The Clean Clear" Clean & Clear Filter
cleanin-All models are equipped with easy spin-on unions for plumbing hook-ups.These filters are NSF listed,
available in 50,75, 100, 150,and 200 square foot sizes. and are R
VA
Effective Flow Flow Rate' Turnover Capac; Ordering Information
Product Model Filtration
Rate (GPM _04�a I I
Area(Sq Ft) (GPM Res) Carton Carton
(Lbs)
Corrim) 8 Hour 10 Hour 12 Hour Qty Wt
1603!4
CC 50 50 50 19 24,000 MIKE
16011,1 CC 30,00o 36,0110
75 75 28 36,000 45,000 54,000
160316 CC 100 100 f 00 38
48,000 60,000 72,000 33
'01 160317 CC 150 150 150 56 72,000 90,000 106,0roo
16031a CC 200 200 150 75
72,000 90,000 108.000 1 355
'One GPM per sq.ft.shown recomillended flow race.5 GPM per sq.ft,
Cornmerciai rate is a maximurn of.37S GPM pej-sq.ft.of fiiEcr area.
X
Dimensions and Perfot-mance "M
Clearaoce to remove Filter rvioduie
JFt
NSE
Listed
A)
Dii Y�
B ension Table Note:Actual system flow will depend on plumbing size
del A D I
M' 8 Din�,
and,other system components.
I A T160314 18- 30.
30'
4
Note.PenEair Pool Products does 110E recommend
25 ir2"
— flow rates above 150 GPM.
160316 33.
t 61,
Integrated continuous High Flow internal air relief is
160317 40 1/7^ T6:
operational only when there is unobstructec'.flow in,
76"
--- the circidating symern.
Dimensions
See Page 349 for replacement parts
Sr'.CTION IV. TECHNICAL I)ATA
A. F'ilter PreSSUre I,Oss ('hart. [��ltc Fable.
-qmnrcial
Maxi COI
murn Cartridge
Maximum C@I-tridgp
Flow
i— �"roduct u Flrl"V 'Pn�."'
sq.It. GPM GPH 6 houi
3 hour GPM
7 6 hour
GPH
160311 r 511-1 .50 (1 houl
3.000
T --- -- VOW
'q 24�000 19 1,146
1603 15 6.840
75 75 4 --- 9.120
500 27,000 3 000
-- 28 i.rbf) 10,090
1 i 00 100 6
13,440
�rl On
L 0 48(,00 32 2.2 8
-4 160317 V-0
9.000 54,00
— 72.000 56
EF 150
3.-;60 20.160 26.8dri
200 150 9.000 �A.000 72,000
75
L 2TOOO 6,oCr
0) Recoinincliticd 110w rate fbir residential is.5(jpM ----------
(2) Commercial 11k)w rate is a rnaxin't'In W.375 GPM Ppeerrssq I't
NO'1'1--: Acitial q.1-1 Offiller area.
S'tem 110w will depend on pfuinbillg si;,c and Wher symeln cmi-X)f1ent.,
C. Replacement Parts. &2 —\
Item Part Number Description
1 98209800 High Flow manual air relief valve
2 53003201 Pressure Gauge
3 178553 Lid,50, 100 sq.ft.filter
4 178561 Lid, 75,150,200 sq. ft.filter
5 59052900 Locking Ring assy.
6 87300400 Body O-ring E
7 59016200 Air Bleed Sock Kit 5
8 59053500 Center Core,50 sq.ft.filter
9 59053600 Center Core,75 sq.ft.filter
10 59053700 Center Core, 100 sq.ft.filter
11 59053800 Center Core, 150,200 sq.ft.filter ----- - --
12 R173213 Cartridge Element,50 sq.ft.filter
J') 9-1-0 1-1)
Ij R173214 Cartridge Element,75 sq.ft.filter
14 R173215 Cartridge Element, 100 sq.ft.filter
15 R173216 Cartridge Element, 150 sq.ft.filter
16 R173217 Cartridge Element,200 sq.f[.filter 14, 15, 1
17 178562 Bottom,50 sq.ft.filter
18 178554 Bottom,75 sq.ft.filter 17, 18, 19, 20
19 178563 Bottom, 100 sq.ft.filter —
20 178560 Bottom, 150�200 sq.ft.filter 21, 22
21 86202000 Drain Cap Assy.
22 51005000 Drain Cap Gas'ket
23 39104500 Union Nut"C"Clip 25
24 98212200 Union Nut 26
25 071426 Union O-ring
26 79304600 Body,Swivel
2
2
SAVE THESE INSTRUCTIONS!
Rev.C 10-15-01
7
P/N 178556
PP-11t-air Water Bermuda Skimmer
Pual and Spa*
Bermuda Skimmer Headloss
6
5
4 .......
3
LL
2
0
IF
50 60 70 80
GPM
—X— 1.5 inch X 2 inch
Rev 02/19/2009
FD
City of Atlantic Beach APPLICATION NUMBER
Building Department MAR 2 6 �013 (To be assigned by the Building-Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
- Fax(904)247-5845
Phone(904)247-5826 Date routed: 22
E-mail: building-dept@coab.us �Zl
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
P
Property Address: padment review re Yes No
�2�,-Mlqinj &Z=ine
Applicant:
Tree minis rator
Project: Public Works D
R2�ti�rities
__ ___-�ifety
P uYi—c-b
Fire Services
Review fee $ Dept:S,ignature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: pproved. ODenied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: FlApproved as revised. nDenied.
P WORKS/ Comments:
PUBL C UTILIT�
K VT;
Reviewed by: Date:
PMLIC SAFETY
FIRE SERVICES Third Review: FlApproved as revised. []Denied.
Comments:
Reviewed by: Date-._
Revised 07/27110
City of Atlantic Beach APPLICATION NUMBER
(To be assigned by the Building Department.)
Building Department
800 Seminole Road 23(�6
Atlantic Beach, Florida 32233-5445
- Fax(904)247-5845
Phone(904)247-5826 2 26LI-3
Bill E-mail: building-dept@coab.us L Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: /7/ QgpAdment review required Yes No
Applicant:
Treg-Administrator
Project: I'd Public Works
ic tilities
Pu`Mic—�fetr--�
Fire Services
Reviewfee $ Dept Signature .
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [YA.pproved. [:]Denied.
(Circle one.) Comments:
Bul
U
4�LA=NNINGa ZONING Date:
Reviewed by:
TREE ADMIN. Second Review: FlApproved as revised. RDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: RApproved as revised. []Denied.
Comments:
Reviewed by: Date:
Revised 07/27/110
City of Atlantic Beach APPLICATION NUMBER
A-
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
-dept@coab.us Date routed:
E-mail: building
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: Department review required Yes No
Applicant: cla'_ lzewb'e-0 CJ-21wining &_DoDi�
Tref��,�ministrator
Project: Public Works
PNUITIF-13—�ty
Fire Services
Review fee $ Dept Signature�..
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [��Approved. ElDenied.
(Circle one.) Comments:
CBU I L 7D:IN;)
PLANNING &ZONING Reviewed by: Datel
TREE ADMIN.
Second Review: FlApproved as revised. FIDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: DApproved as revised. DDenied.
Comments:
Reviewed by: Date:
Revised 07127110
"PLIcAti I ON NUMBER_
City of Atlantic Beach 'AT' N
y
ent.)
E6 d by the id!=;
Building Department (ro be astign B i ng Departm
800 Seminole Road
MAR. 0 ZD13
Atlantic Beach, Florida 32233-5445
U
Phone(904)247-5826 . Fax(904)24�-5845
I Date routed: _V2
E-mail: building-dept@coab.us
City web-site: http:/A~.coab.us
APPLICATION REVIEW AND TRACKING FORM
ulred
Prop"Addrws: J-7 Denartment.revlew req
&
C-1
Apolic
trator
ee AdMinis
Public.Works
Project:
d .
til
!'Fire Services.
'All
Review or Receipt Date
Other Agency Review or Permit Required ified By
of Permit Ver
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ElApproved. Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed.by: Date:
TREE ADMIN. Second Review: Approved as revised. E]Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
Date:
PUBLIC SAFETY Reviewed by::
FIRE SERVICES Third Review: F-JApproved as revised. E]Denied.
Comments:
Date:
Reviewed by:
Revised 07/27/10
6m