1799 Sea Oats Sr pool permit CASE ACTION FORM
Investigation# DATE:
NAME:
ADDRESS OF VIOLATION 7 q —
Action Taken:
Compliance:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
SWIMMING POOL - SWIMMING POOL RESIDENTIAL
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: 17-POOL-3741-01
Description:
Estimated Value: 35000
Issue Date:
Expiration Date:
PROPERTY ADDRESS:
Address: 1799 SEA OATS DR
RE Number: 172020 0454
PROPERTY OWNER:
Name: Jennifer McEwen
Address: 1799 Sea Oats DR
ATLANTIC BEACH, FL 32233
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: ISLAND POOLS,LLC
Address: 1546 LINKSIDE DR OA RONALD D GRAY IV
ATLANTIC BEACH, FL 32233
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
" A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work,a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
Full erosion control measures must be installed and approved prior to beginning any earth disturbing
activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for
Erosion and Sediment Control Inspection prior to start of construction.
All runoff must remain on-site during construction.
If on-site storage is required,a post construction topographic survey documenting proper construction
will be required. All water runoff must go to retention area and retention overflow must run to street.
Pool-Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage
feature(swale,structure or lagoon). A separate Pool Permit is required.
Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's
Inc.). Container cannot be placed on City right-of-way.
Full right-of-way restoration,including sod, is required.
Any plan change must be submitted as a Revision to the Building Department.
.tsar City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road ��—PoOL- 7�}y l
Atlantic Beach, Florida 3223%445 11 '
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@wab.us Date routed: 7'1 I I t 1 t
��o;atva
City web-site: hftp://w .Mab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I/�(tOi SLA Oa-� S ent review re aired Yes No
Applicant: -3r1suft d POO\ 51 LI-C ning &Zoning
Tree Is for
Project: i ��( � 50;
City of Atlantic Beach APPLICATION NUMBER
� Building Department To be assigned by the Building Department.)
800 Seminole Road ^ t� Yf
Atlantic Beach,Florida 32233-5445 - T—i'DOI––J T y
Phone(904)247-5826 Fax(904)247-5845
r'g E-mail: building-dept@wab.us Date routed: OglitII-+
City web-site: hap://w .coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: V+4f4 SQ ( a+S ant review re uired Yes No
B ' "
Applicant: 'A A 4y\ d �Poo\ 57 LLc ning&Zoning
Tree Is rotor
Project: l n�(tun sty;m m rn y poo
.i
Public Safety
Fire Services
Review fee $ Dept Signature
MDept.
gency Review or Permit Required Review or Receipt Date
Of Permit Verified B
ept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacw
APPLICATION STATUS
F(Cirde
ent First Review: Approved. ❑Denied.
Comments:G
Reviewed by:�ly�� Date:Second Review: []Approved as revised.
❑ Pp ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied
Comments:
Reviewed by: Date
Revised 05/14/09
?s �/ City of Atlantic Beach =the
NUMBER
Building Department
ilding Department.)800 Seminole RoadECEIVEAtlantic Beach, Florida 32233-5445 —�'yPhone(904)247-5826 Fax(904)284E-mail: building-dept@wab.us APR 13 2017 lll�
Cityweb-site: Mtp://wm.coab.us
BY:
APPLICATION REVIEW AND TRACKING FORM
Property Address: Vert I SQ Oa+S WFireSemcesF5
re uired Yes No
1 �
Applicant: —A1V L J P,,\ si tA-l^
ms
Project: ln4(�n� sty;mrnlny pcb
Review fee $ Dept Signature
.Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
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 �{
FPLANNING &
ent First Review: Approved. / ❑Denied
Comments:
NGReviewed b Date: - �
Second Review: ❑Approved as revised. ❑Denied
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
ys.+L`r City of Atlantic Beach - APPLICATION NUMBER
A Building Department �+. IC (To be assigned by the Building Department.)
v 800 Seminole Road �V EIl�F5, _
_ s Atlantic Beach, Florida 322335445
Phone(904)247-5826 Fax(904)247 45
E-mail: building-dept@mab.us APR 13 2017 Date routed
City web-site: http://w ,coab.us
RN
APPLICATION REVIEW AND TRACKING FORM
Property Address: «tttl SQ 0a+ 5entreviewrequired Yes No
d A s IB
Applicant: \G,Y1 Ott t .LC WSemces
g
r
Project: (Dun(� sta;m m in y poo
���������,,,////
Review fee $� Dept Signature.
Other AgMB
view or Permit Required Review or Receipt Date
of Permit Verified B
Florida Deironmental Protection
Florida Desportation
St.Johns er Management District
Army Corpeer;
Division of d Restaurants
Division of Beverages and Tobacco
Other:
APPLI TION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments: -/
BUILDING �l14— j
PLANNING &ZONING Reviewed by:
TREE ADMIN. Second Review: A roved as revised.
❑ PP ❑Denied.
P C WORKS Comments:
UB�L1,G UTILITIES
PUIXIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review:
_]Approved as revised. ❑Denied.
Comments:
Reviewed by:- Date:
Revised D5/14/09
�' LL NOTICE OF COMMENCEMENT
State ofllo too Tax Folio No.112D10-04 $+
Countyofye
To Whom It May Concern:
The undersigned hereby informs you that hnprovements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENC NT. _
Legal Description ofproperty being improved:754-
PT Trac+G 0/1Z 1?56'S-(o 13 p�k 15
Address of property being improved:11!10-44�2,1 -
General description of improvements: tVt JkD'tlnd -1 WMn'tffy,-,2LMI y]
Owner: C
Owver's interest in site of the improvement:
—�
Fee Simple Titleholder(if other than owner):
Name:
Contractor` c1� �L� Jam_-}�' .f
Address: i" 1��^�s �La-F is '{�Pa�I'r,.f�
Telephone No.�t� -,94-2.1 Fax No:(qQQ �2-16-3 0
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
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(2x6),Florida Statues. (Fill in at Owner's option)
Name:
MAP
l0T 11, SM`CL 15 Se-VAVARNAUNIT NNDO&ACCORDRON 10 PLAT WERSOF AS RECORDED IN PLAT BOUNDARY SURVELA BOOK M PAGE 85 OF
CURRENT PUBLIC RECORDS Of DUVAL COUNTY FLORIDA
OF gryAONN�Ott. SFLVA MAMA UNIT NO 4AS RECORDED NI PUT S" X PAGE 85 OF THE CURRENT PUBLIC RECORDS
AtPo BOUND ON 11E SWM BY AN EAASItFAAT PROLONCATgN OF 1M St1TMUiN UIE I`WAY LLINE11. &W UTU. OF DRIVE
SND SELA 100 YA MARMA UNICUT N0. B.A»
LB 3672 SEMIIdOLE ROAD 100' R/'X (PAVED)
SOO.O6'20'W 100.00' (R) 3672
'ART OF' TRACT 'Cr6 WOOD FENCE
�• -- � 1'1a. 5
4r:Yc 55S
Z
Z. LOT 11
9
c �m 0.33 ACRES atj U)ok
q c�L
Too1
u $ FENCE z
CONC, s LAT 10
� V
1ZA'
$ 1 STORY FRAME
A/C VINYL SIDING "
3 m
F v
U T�
rn.A
S y 25.0'
'�'�—•X LS' n 'ptl GT
I.1' 147'
� 2 N
m U a —
2 g 30' BUILDING UNE -
Q m CONC. o
`v
a
FOUND NDO.O6'20"E 70.29' (R)
SEA OATS p n
PROPERTY DATA DRIVE 60• R/W (PAVED) ®FOUND 1
RWDRESS 17 0431 SURF LWAP PREP /2" IRON PIPE
ADORES$:t SEA Dots DRIVE nwsDN PAIOE ABED FOR: gy�L LERflo
air:TT.DUV C $ADN STAIE FLORIDA nItATNr YOOItMµ O fi AM uL La F�/o
OFFIClTM WVAE SIENART TRE WARANIFE fAA:o♦7u'GlL
PLAT BOO.5431 PAOC% NiE1263 PRDDLNNnL NE1xORK REAItt ® ST M41 bst�i F sDo
STIBOMVW SELVA MARNA
LARf1 RNmx: PARC{l: >lOIBlTOIR b — TI1E
SECTIPKAXO RRe'F:B 1RAOTWT. C i.)NO NOTE• UD�m
LDTl11N:9 TSLOCK:I:35 RMMF_wr .. _..WBSIIRRAQ FO<FD INPROVENFNTS uev �,.,•..... _ ..
_ J
RD GRAY
334-5421
Ilia
Barriers per PBC2014 window and
door alarms and fencing Owner:Jennifer McEwen state:
Address: 1799 Sea Oafs Zip:
City: Atlantic Beach
Phone:
Phone:
OOL SPECS
W 8,UE:13x41 SQFI:550 sft
b )EPIH:35-6 Mki& P METER:90 R
Sr TOTAL G4110NS: SKUIMER5:1
IS'4° RNS:3 INIEUM MATERIAL:
iPEOAI: n1E:
TES:
R'9• PA SPECS
'5RE:7ft could SQFT'
°
EM:35f PERIMETER:
- TWrALGAI1 : SPILLWAY:
Ur¢n HEIGW: SKIMMERS:
Pool beam is 8"-9" elevation is TRE:
even with existing patio decking N ER OR MA FRP
will be 23/8" paver declking and ro• '�"`
will cover existing 7ft raised spa
12" 6 therapy jets 2hp blower PLUMBING
and 399K BTU gas heater120K RETURNS:3 SKIMMERS:1
BTU heat pump IC40 with easy PDOL MAIN DRAINS:2 SPA MAIN DR :
touch LED pool and spa 120v -LEANING A'SIET4:wdJ- HEADS:
PC LINES: RO�r VAC
lights. NATER FEATURES: SPA SPILLWAY:
RD Gray LIGIns IN POOL; UEMIS IN SPA:
Island PoolsroTALPIPE:
904-334-542wEau:
rd@islandpoNcrrEs
DECK
DEa WK:Dk W�¢ EIEVAnON:
Access this side TOT&NIX SQFr:500-It PE0.1ME1ER:
RAISED HEAM: LIPSME:
MATERWL I: MATERIPI 2:
SPECIAL:
NOTFS:
EQUIPMENT
POOL PUMP:IM JWo V5I050 MD PUMP:
,LTRPnoN:C d FILTER WE:RP 150
NATER: INLINE:
TIMER:E Toudi 9 WMibR GAS:
srE :IG 90
NOTES:
x
ILAP SHOWMG BOUNDARY SURVEY
lDT T1, BLOCM IS SCLVA MAMNAA WT NO. MOIATTETK.EOi AS PFCOROEO NMT BOOK 34. PAGE 85 OF
GMKNT PORM:0. WOU ..
RgODA
THAT PART W TUM V
WOUVAL COINTTBmft CH , FLOMOA OC K`' M' MARNA �f' A'S�REMIRMID NMT BOOK X PAGE 85 OF THE CMRRENT PUBLIC RECORDS
11E SW1N BT AN FASUJRT PROLONMIIgI OF TK ROM M OF LOT 1, BLOCK 15,NORTK By TW SWTH RIGHT OF My LINE OF OF SAID SELVA MADRIVE (A IGO RNA UNIT TMD.
8Of A»
LB 3672 SLVNOLE ROAD 100' R/W (PAVED)
SOO'08'20'W100.00• (R) LB 3672
1 —
x—z—x 1—z—x--x—x—x—� ART OF TRACT 'C'
-- --- (- - --------,- - - - - -x—x—x-
1 6 WOOD FENCE
\
+" 1 z I?loo
_ _ _ 1 D�;vc55S
I s LOT 11 1 i
0.83 ACRES
QW _ f eD!
a Z3 I 160,04-
Y $ D FENCE i
W #
O
O � 2T.S 31.1 I Z.
p
ct0 _ CONC. 4 LAT 10
U
ITA•
$ T STORY >
A/C FRAME w
IIA-4.C,, VINYL SIDING
Uf n/ v
q.b'
O %--��% 21.6' D 0.J
O � - RLY 14 T
(V\GNG �� �
UNE —
po
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Ao
N
c UC
sP N 4C>
x�gIF N00'OS'20"E IAL
SEA OATS 70.29• (R) -----
KEs#n PIR Ty DATA DRIVE 60' R/W (PAYED)
�M SURVEY MAP P ®FOUND 1/2" IRON PIPE
ADDRESS;179P SEA M14 gBAE AWSOx PAKE �� FOR: ALOpL
qTV:TT.DUMC BEAN STATE RMKDA TxIOTNT yopBB,w TECOBT
COUNT: MVAL O xr eAT ix,I,x T yA.p
PLAT BL N-C 9350 PACE 1MB STERART TITLE CIIARANIEE a Tp® Ne
cx
MT BOOK:JA PAM W MAL NETMORK ii3m
LMIRIIMT IM SELVA MANNA
LOT,IT BLOCK: PARLEL
%/K• ABR�MTIpT iAi{E
�MIW.B LIMIT.B TRACOPT. 1�10gI9S11RFACE FlMED IMPROT¢ufsrte .� .__.—. W�
F1616E COPY
Building Permit Application
City of Atlantic Beach
800 Seminole Road,Atlantic Beach,FL 32233
�Pthoon�e:(904)247-5826 Fax:(904)247-5845 [�
Job Address:� Oa UL' ' iT f"1�C. C.E c"ermiit Number: 1� loot '3-�I77 /
Legal Description - y l U. II RE# I�ZOZQ:: 4
✓ I�54 Hf /Cooled SF NM-Heated/Cooled
Valuation of W acemen os) �NA ,CYZ
• Class of Work(Circle orfs): ei Addition Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s)(Circle one): Commercial llesident
• If an existing structure,is a fire sprinkler system Installed?(Circle one): Yes No
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detall the type of work to be performed:
;0 9VOLW4 5bU;wpPtivttj Pool A=,
Florida Product Approval# for multiple products use product approval form
Property Owner rInformation
tt-- p�
Name.�itn✓irl-Ya� WI GI•t)e0 Address:�,3 6ea / �/•
City c State L 21P?2,7 3'-5 Phone
E-Mail
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Infurma Ion -n
Name of Company. land. Y 1�i)Ll/— Qualifying Agent: All
Add ISNb LAVAni b✓• .—City 1, tate 1ZL. I zip3?2
Office Phone Job Site/Contact Num
,"b1fpr,, —5
42.1
State Certification/Registration# E-Mail 010 i-1 :2- 'i
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation 1171
Exempt/Insurer/Lease Employees/Ewp tion Dare
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg
construction in this jurisdiction.I understand that a separate permit must be secured for EIFCTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.
OWNER'S AFFIDAVIT:I certify that all the foregoing Information is accurate and that all work will be done In compliance with all
applicable laws regulating construction and zoning.
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.
Signature of Owner or Agent including Contact I (Signature of Contractor)
Sign d sworn o(or affirmed)before me this day of Sig ed and swa t (or affirmed)before me this �� day of
7 ) by
r�By � oruvc-
J
r—
i TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
Department of Community Development
� - Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233 PERMIT#
(P)904 247-5800 (F)904 247-5845
i
SECTION I-APPLICANT INFORMATION Owners) r Legal Authorized Agent*
NAME OF APPLICANT 'C I .�
NAME OF COMPANY
ADDRESS OF COMPANY 15L O \ f afk EL �3�
PHONE CELLCCID- L 2� EMAIL yAp- 06.
• (;yC}
CONTRACTOR CERTIFICATION NUMBER2�
ATLRCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION //�
STREET ADDRESS OF PROPERTY I'Igq `mob?
gonoddress Msmtbema&mWwdro MegopaW,,ca WdWAB&A*ngaepamnentm ryw1L1c0f-Seiarorequeston address
LEGAL DESCRIPTION -3 '�( -p
TvaGt G rea O&
LOT BE K SUBDIVISION
REAL ESTATE NUMBER LOT OR PARCEL SIZE: SOFT AC
RESIDENRAL COMMERCIAL OTHER(SPECIFY)
- 8
I affirm that 1 have reviewed the provisions of chapter 13, 'Protection of Trees and Native Vegetation'of the Municipal Code of
Ordinances far the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those
regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and(or removed
homthe bove-descdbedoraclacentproperties in conjunction with thisproject.
S N URE OF OWNER �I SSIGNATURE OF OWNER
Signed and sworn before me on this +� dayof 407 G) (�/` -�by SWM of F 1,
+ C Countyof
Identification verified:
Pools) x
Coverpage
1057 Beach Ave
Atlantic Beach FL 32233
Occupancy class R-3
FBC 2014 NEC 2014
1.1mpervious calculations
2.Building Permit Application
3.Proof of ownership REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
4.Notice of Commencement Ito be filed) SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
S.Site survey y�(� 4
REVIEWED BY. ,�7 ' Y DATE: / * 1a'/7
6.Site management plan (/
7.Site plan
8.TDH worksheet
9.Drain and entrapment prevention
10.Pool steel drawings
11.a-g equipment cut sheets
12. Alarm specifications
13.Warranty Deed
Impervious calculations for 1799 Sea Oats
Current lot size 14300 sft
Total impervious area
Current impervious area
House 2084 sft
Drive and walks 930 sft
Total existing 3014 sft
Total new 700 sft
(number includes credit for replacing existing brick)
Total new proposed impervious area 3714 sft 26%
Completed by
RD Gray
Island Pools LLC
904-334-5421
-f 1aY
4 Comp. By: SRW
o Date: 4/10/2017
' FILE CQ?7
.l p
Public Works Department
City of Atlantic Beach
Penna No: 17-Pool-????
Address: 1799 Sea Oats
Required Storage Volume
Cr rla:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopmer8 volume of stolmwawter runoff be
stored on site. Volume of Runoff Is defined as follows:
V=CAR112
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr I24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelogment Runoff Volume
Lot Area(A) = 14,300 ft'
Runoff Coefficient
Area Lot Area
Description (tt') (fe) C. 1w"C^
Impervious 3,014 14,300 1.00 0.21
pervious 11,286 14,300 0.20 0.16
Runoff Coefficient(C)= 0.37
Runoff Volume
V= 0.37 x 14,300 x 9.3 1 12
V= 4,085 to
Postdevelogment Runoff Volume:
Lot Area(A) = 14,300 ft'
Runoff Coefficient
Area Lot Area
Mn '1 ..C.. 1Md-C•
Impervious 3,714 14,300 1.00 0.26 %ISA= 26.0%
Pervious 10,586 14,300 0.20 0.15
Runoff Coafficiem(C)= 0.41
Runoff Volume
V= 0.41 x 14,300 x 9.3 / 12
V= 4,519 R'
Required storage Volume
DV= Postdevelopmenl Runoff Volume-Prerlevelopment Runoff Volume
DV= 4,519 - 4,085
DV= 434 ff3
Ra w,, MASTER WATER RE NTIgN a102017
Comp. By: SRW
i, Date: 411012017
u
4 r
I
Public Works Department
City of Atlantic Beach
Permit No: 17-Pool-????
Address: 1799 Sea Oats
Provided Storage:
Elevation Area Storage
(1t) el (ft')
7 8.5 169 0 BOTTOM 13 X 13
? 9.0 225 99 TOB 15 X 15
Elevation Area Storage
(n) (ft') (fill
0 BOTTOM
0 TOB
Elevation Me Storage
(ft) (ft') (ft')
0 BOTTOM
0 TOB
Inground storege=A`d'pf
A=Area= 225.0
d=depth to ESHV✓T= 5.5
pf=pore factor= 0.3
Inground Storage= 371.3 ft'
Required Treatment Volume= 434 ft'
Supplied Treatment Volume= 470 ft'
R.knt.n MASTER WATER RETENTION N1=017
-
fi
/ r u--! �- = In) -
- - - -- --- -
1-f _� n
_ � _ - - - - - - Sol
Doc M 2016124487, OR BK 17583 Page 673, Number Pages: 2, Recorded 06/02/2016
at 11:58 AM, Ronnie b sell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50
DEED DOC ST $1529.50
NWued by:
RBlmms T0le and Toot Agemy,
60585m Jou Blvd
Jmbonville,F da 32217 a
File Nember 11(716-0160
3T-Imm"'N
It
General Warranty Deed
Mede Nis Me,16,2016 A.D.BY Mhadd Alpe%ets,a abga women,whoa Whose u:IM Sed Om Drive,Arlmdc B«h,
FlYrida 32233,bne wsbn rend the Verde,to Jnwifer E.McEwen,a dmgk woman,wlau post of8m addmu w 1199 Sea Own
Drive,AOmdc Bmcb,Florida 32233,hneindUr mild da eroded:
(Wtxvm wM memm,'pnew'mY'prvm'iMWeYlmepnimmmummwm mi the Aeim,kpl,gmmYairuMmi�esol
oliriduO and the
the xenon of mdpmofewpweewm)
Wenid Kenn d4the 1vJ,, ,feud mcmuidemdm wllk senor ofan Dollen,($10.00)andlonfirno emd,gma0e.
0 hat whesmf sl utst dclmowl Co dy,Fl
d ddn.bugams,Ulla,diem,umius,uleeuy rmrveys ed mnfvw mm tlw maetx.
W tlw cenam Imd sinum m Drwal Camay,Florida,vic
That pmt of That"C",Block 15,SELVA MARINA UNIT NO.8,ea recorded in Plat Book 34,Page 85,
of the torrent Public Records of Duval County,Florida,being board on the North by the South right of
way line of Saturiba Drive(a IDO foot right of way)and bounded on the South by an Easterly
prolongation of the South line of Lot 11,Block 15,of said SELVA MARINA UNIT NO.8.
Pmol m Number:111020-0154
Together with all the tmrme9b,hesdinmero and dppudmamn tl nso belon ong n in anywiu appesuiniog.
To Have and fo Hold,ne..m.in 6n simpk fo..
And Me gr®IorheebY covenmle wiN uid gtwtn Nm Ne®soeore lawlWlY aeixd of said luMwfa Bingle;tlim ehe®mlor
has goad rigmmd,ekeu0weieso+.Upenedo mid W:tlmttheflmmn bmebY filly of afl mem1emseMhd andw01 defend
the smw egeiON tla IewfW chum of a8 penom whomeoevar,Wont add ImW u firs of all eommbramn ncept nun msmwg
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OR BK 17583 PAGE 604
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FILE COPY
RD GRAY
334-5421
Barriers per FBC2014 window and
door alarms and fencing owner:Jennifer McEwen State:
Address: 1799 Sea oats 7Jp:
City: Atlantic Beach
Phone:
Phone:
POOL SPECS
c� 7�8"Ste;13x41 SQFI:450 A
b DEPTH:3.5-6nYEMe FERIMETER:%ft
EYr WrALG NS: MMMERS:I
I'r4" R RNS:3 INTERIOR MATERIAL:
SPECIAL: T11E:
NO/FS:
SPA SPECS
SIZE:�I[rounC SQFr.
'Item:3..SR PERIMETER:
gIToTALGAl : SPRLWAY:
Pool beam is 8"-9" elevation is RA EDHE GH : SKMMER:
RETURNS: TLE:
even with existing patio decking N UUOR M E IA
will be 23/8" paver declking and r �
will cover existing 7ft raised spa �"
12" 6 therapy jets 2hp blower PLUMS Mc
and 399K BTU gas heater120K RETURN5:3 SIDMMER5:1
BTU heat pump IC40 with easy POOL MAIN DRAIM5:2 SPA MAIN DRAINS:
touch LED pool and spa 120v � I"G�ait n Ham'
lights. VAC UNES: ROBOT VAC:
WATER RANK : SPA SPILLWAY:
RD Gray LIGHISINPOOL: UGHTS IN SPA:
Island Pools TOTAL RPE:
904-334-542 SPEaAL:
rd@islandpocNoT :
DECK
pEIXTYPE:arcs Pmxrs Elaanon:
Access this side TOTALD SQFr:SE sR PEPIME,ER:
RAL'fD BEAM: LN STYLE:
MATERIPL I: MATERIAL 2:
sPEau:
NOTES:
EQUIPMENT
POOL WMP:MWIM V5305D 2ND PUMP:
FILTRATION:GHYMoe HILTER SUE:W 150
HEATER: RAINE:
TIMER:EM Touch 4 Nu n GAS:
SPECIAL:IcQ
NOTF5:
1
ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH
calculation is one of the methods specified.
Simplified Total Dynamic Head (TDH) Calculation Worksheet
TDH Calculation Options
For each pump
Check One.
Simplified Total Dynamic Head fSTDH)
Complete STDH Worksheet-Fill in all blanks
Q Total Dynamic Head(TDH)
Complete Program or other calc5. Fill in
reouired blanks on worksheet&attach calculations.
Determine Maximum System Flow Rate:
Minimum Flow Rate Required: 35 gpm Per Skimmer
1. Calculate Pool Volume:450 x 4.50 x 7.48(gal./cubic foot)= 15500 gallons
(S7rF m) (Avg.Depth) (vWr,l.)
2. Determine preferred Tumomr Time in hours: e x 60(minJhr.)= w
01wn) (run in Min.)
3. Determine Max Flow Rate: Isoxi /six, = 0 +0 = 44G!W muf
(vd.in 9W.) (runeverwneJ (Foci Fkw Rete) IFeaen Fbx Rae)(System Fbx RNs)
4. Spa Jets: x gpm per jet= flow rate.
(No.dJNa) Wd Flow) rrdel JN Flux Rda)
(For single pump pooVspa combo,use the higher of No.3 or No.4 in the following calculations for the pool&spa)
Determine Pipe Sizes:
Branch Piping to be T inch to keep velocity @ 6 fps max.at loo gpm Maximum System Flow Rate.
Trunk Piping to be 2.s' inch to keep velocity @ 8 fps max.at Ito gpm Maximum System Flow Rate.
Return Piping to be 2• inch to keep velocity,Q 10 fps max.at Ito gpm Maximum System Flow Rate.
Determine Simotlfled TDH:
1. Distance from pool to pump in feet: 20
2. Friction loss(in suction pipe)in 3' inch pipe per 1 R. (d 1 W gpm= o.« (from pipe flow/fiiction loss chart)
3. Friction loss(in return pipe)in 2.s inch pipe per 1 ft.Q Ito gpm= 0000 (from pipe Itow/friction loss chart)
4. 20 xom = 0.8
flagvidswLFipe) (Rdteedl6dPipe) (IDH sari p4m)
5. 20 xow = 1.e
aenglhdReWm Flee) (RdleeNlndFlpe) rroii exn Rpa)
Flux end!Fnd x,Loan Per Fox TDH in Piping: 2.6
S W40PVCR
vN -Fee[Per sedum Filter loss in TDH(from filter data sheet): 1s
Pi sin 6 BIN 10
1" 1 U0-02' 712�
01W 0.35' Heater IDBS in TDH from heater data sheet : 15
1.5" 3] 014' 82 0.21' ( )
2" 0.10' 10 m 0.18'
2.5" 009' 14 0.13' Total all other loss: 0
T 1 ODT 227 m 0.10'
4" 2 0.05' 3 000T
6" 5 0.03' Total Simplified TDH: Us
Page 1 of 3
hnp:lA .flaglermunty.org/doddpVicenlprmllbuilMe mlcsw odls3-09.pdf
Revised 72009
Selected Pump and Main Drain Cover:
Pump selection mmipuvsaom using pump curve for Simplified
IPYmp ModM aM Srse In NweaPvaen
TDH&System Flow Rate.
Main Drain Cover weraa9 (System Flow Rate must not
(Me4 end ModN)
exceed approved cover flow rate)
Notes: 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.
✓0 @) 3'–0" 2 suction outlets @ 100 gpm max.flow(see note 2).
r---a
Qo Qo Qo 3 suction outlets @_gpm max.flow(see note 3).
0 0 Channel Drain @ 316 gpm max.flow rate.
I—L 0 Channel Drain @ 217 gpm w/2 ports&278 gpm w/3 ports(see note 4).
Notes:
1. If a variable speed pump is used, use the max. pump flow in calculations.
2. For side wall drains, use appropriate side wall drain flow as published by manufacturer.
3. Insert manufacturer's name and approved maximum flow.
4. See installation instructions for number of ports to be used.
5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI
Al 12.19.8 and be embossed with that edition approval.
6. Pump & Filter make, model and location cannot change without submitting a revised plan and
TDH worksheet.
RD Gey
Contractor Name Contractor Signature
cPC1457429 June 13M M14
Contractor License Number Date
(994)3315421
Telephone Number Email Address
Page 2 of 3
htlp:/N .gaglercounty org/doddpt/wn4)r UbuWtl eadcelcsms is3-09.pdf
Revised Moos
FILE COPY
Tota/ Head in Feet Conversion Chart
WIN MNCWY (vopllM CiWg6)
0 2 46 0 1 10 12 14 16 . 16
0 OU 23 45 U 9,0 113 116 I59 16.1 20.7
1 ' 23 4.6 U 51 11.4 116 159 161 20.4 22.7
2 4,0 U 9.1 11.1 117 159 162 30A 217 23U
5 U 0.2 113 117 169 162 705 2U I 250 27.3
4 92 115 IL 160 lu 705 I 225 261 I n3 212
5 113 132 16.1 163 266 nA I 261 nA 260 31J
6 119 161 164 766 228 252 n.1 19.7 3IJ NS
7 162 164 267 270 762 275 20.7 310 343 AS
6 166 767 710 253 ns 766 3U 343 366 3U
9 760 211 253 nA 202 311 343 366 368 41.1
10 211 11.4 nA 2U 321 34.4 367 At 412 414
11 254 n.7 2J 311 365 W. 318 412 411 452
12 27.7 310 37.2 345 3U SO 413 435 456 461
13 300 713 360 366 361 4I3 Q6 4U KI 564
U 23 1 31J 30.1 361 41.4 111 459 462 54 $7
15 NA 369 302 41.4 417 459 492 SS 517 550
LI 16 372 372 413 43.7 460 163 SOS 32J SO 573
17 23 413 43A 161 463 S6 572 55.1 57.4 OA
16 64 414 416 461 4S6 378 Sl 57A 30.7 618
11 13.9 412 164 S7 SA 512 57.4 3L7 010 042
70 102 40.1 50.7 SM 552 575 94 MA 643 05
T/f 21 40.1 S06 532 SS 57J SU 611 643 166 669
3 22 502 SI 55.3 572 569 611 54A US K9 712
23 S/ SA 57.7 1 'SU 112 54A K7 69J 713 715
24 3&1 37.7 908 672 645 K7 OU 713 711 75A
23 372 660 UJ K5 OA Kt 713 732 756 7u
20 K1 62J KI K9 K1 71.4 734 75J 761 KI
V 014 64A 00.9 02 71.4 737 750 792 KS 617
29 K7 OU K2 715 717 760 762 02 ma SS
29 67A 03 715 732 760 763 90.1 AU KI i 673
30 K7 71.6 736 X1 763 OA KJ K1 VA I MA
31 71A ?U 761 761 K7 6U 952 AA 0.7 92,0
2 739 762 764 K7 10.0 652 03 K7 0U H3
35 762 763 97 M 653 n3 Oa 110 913 OA
34 765 9U S1 W 67.5 04 111K4 06.6 W
S 669 U.1 S{ 6/A 09 972 K4 K7 169 1012
Page 3 of 3
hifp:I/www.6aglerwunty orgldoddpVmntprmt uildlheadr lc s-pools3-09.pdf
Revised 7/2009
IAL SPA REQUIREMENTS:
Row IfRN BPA
ITER MM W.MAxiMUM SEAT DEPTH
N
No sKBfASPx 4.
TYMM.l1:12
9KI6R.F.R R®ARTWE 10'X I2',N MN.RISER.12"MAX. t.00
a Pf Cllmq ASW reTMPNjHVARIIA'
IF IT S
.IFim FA 130PEMTED ommJmmm� N�
MLYRSHMl NAVEAONEHOGR •� y �,' 7�
I, IrrNWUSAWHOURTURNOVER. $y Lb 17gy
OPHONAL IlVIgrr
,A ARRTTICLE R:U ML IM SAREFA.
wmLANa R'RRASf '.R ASAFETY
oaFrrlsPE nomsl 61/SAFETYSIGNS.
NO LIMITATIONS TO iT PWM AT Sf PSI FOR U MMUTES OR
SHAPE EXCEPT FOR .CODE IF GREATER.
DIVING O ,�
IAL DESIGN RE(I"REMEMIS
eNBtY RWUPPD '.TRUCGON AND WORILMAN w
swlnwuroR uocen ISD:NOREI CONFORABTY WDN THE u V M
RBp1BIPD tQ/.Rcvr WApsp G J.ASEDON I,AP&PIICC I.
� wNGR o�lB oven AND APSPIICC(BASED ON THE
SC�ISEE MOIPdI fV^
IVINO WATER ENVELOPES.
R RMLOIOCNAl .MEET TIRE MAHUFAC VR
TTY O�1H40 JIPLAN ON RBQUOIE S
�R PUBLIC OR PRIVATE SHALL I
SEE PER IH A LADDRE OR STEPS IN TIS SHALLOW
REQUIREMENTS AND TIONS /i1 HEW.ATERDFPTHEXCEEDSUMCHEE@1D
/ �" / lTPOOLSWHEREWATERDEPfif EXCEEDSf
TIM CPPr NS/n IITHERESNALLBEIMDFAS.gDlI ER
REVIEWED BY: m10ll Stu' '"B-'i BENCTViv DIVING fTb IN txE DEEP END. QM
N'femfla® FACI'Ul®gVING EQUI BE MCESSE BE
OR TER. ITE SHALL BE RECESSED OR
'C'ORIIFA. PI
)SYETEM&CO Y WTD[TS AND
wATPIt SIWI.COMPLY WFIH NSFSD.
tnd ` Lf FAVE A ERR RELn is EASE AM extsmorR 0.0E un G.HAVE AN AIR RELEASE AND
PIgAJ1P8iAI1PD6 § WP NOE .� b
IlHBTNAx is LESgAM
WWYDI EEF ANEDUI p .�C
SMP :'RESLSTASTRAR6ER MEET (/j
1�— ON.Gw. WON
L4.KONISFOREVETN3F f0JAR r
LLBE ONE FOR EVERV RD7NGSF RM '"1y09y
l A AREA
IFF..NUFACUTREO INLET'FTIillt SR FOR THE
r Ma NM.OFBLIUPR E<aMATFD POOL WATER 911ALL BE
ITIBi BAgISOF AT LEAST ONE PPA JIID
POOL SECTION DETAII, RF.D GF SIJnrncE AREA.sIfnf lM.eT
11L BE pESEOHED AND CONST0.IKT®TO
N.T.S. >Y�A =BFJH.TOTI�P001.STRUCOJRE
JCO0.PORATE A CONVENIENT MEANS OF
MlEisuRE TESTR2G OF TEM POOL I
SB]W.6260T IINPODD.WIRTI MORE TNAN GNE INLET IS .'�11
FOR ENG ANDOROUlIDING SYSTEMS FOR SWIADBNO POOLS.Tf.LMIORTEST DI AT LEMG1NOS FEENANYTWO {11•�
9SHAANSI Al LE AST IO I MI OIL WL y
AN UNOPWIUBNDBONDING CONOL'CI'OR MADE OP MEAWO BARE. MEET ANSI-SII.f600.DL 126100. a
LtlPPE21WIREBUNFDTO A MINIMUMDEPTHOFII-L OF S RKIB l
SPA,IRADE AND KRURSIBLE ALTER A IVE OR
ASWDBANB EQUIPAffNTSNALLCMIPI.Y WITH 'to
J 5 !
SPA,L4 DPFA®APERMISSOILE ALTERNATIVE qt EQUIVALEMTOC
WOH 66b.2b(c10F THE NATIONAL FlECIRICAL CODE AF'TPPMO AT)S P91 FOR l f MIMTTER OR
M,COUEIFGRFdTBR. - /
PAVERS OR L SWIRQ.BNO
BAM¢R REWIREIAiMSTO •/
Y DECK 2 %454117 .
Pi1Me.1CONC, �RLBAL TO COMPLY WRH SECTION 4M.2.10 N ibft
I
WMMM H ' ,
(NON i1lPI�RTD'IED THATTHEEE DESIGN �
'IS AiIE MC'pAW1ANCE WDH THE lA � t -t
:fi:'i'=' DE+O CODE 0.UPI,JiII EDTfON lS1.1-SOH. i
b p'
$" R.ANSBAPEP/ICC f.AND ANEVAPSP/ICCbAND,
p' DrrWn RJP
Pxr FOOTING BEAMA'T BAR
r•
W4303BARS OPDONAL
OR(1)#5 BAR 6
W Mm.WALL&FLOORTHMKMM 3S PIIMM.ICONC.0 BARSON ISLAND POOLS
12'CENTERS EITHER WAY,TE ALT.( 113EC1 W 11'MM.OVERLR.
TMW,MVERAOE ON 314EL WTONC.IOASIM Alf.AM ASTMAMS
S4uc1YN aiiim W..Y .11e ffi rte
POOL/SPA DECK, BEAM, WALL, F
N.T.S.
'Pro® VS 3050 High Performance Pump
Dimensions and Performance
110
` ;x0 3450 rpm
b e0 @3110 rpm
� 0 40
$s 50 rp
y
a
m1560 rpm
:gi 750 r m '
0
+•. 0 10 40 60 al I W 110 140 160
U.S.Gallons per mipute
5 10 15 20 25 30 ]5
Cubic Meters per hour
26.406._—_______t
I
11.047
� a
rt� • S� / - - _ 1075
I
Pam
-
K —_
+c
IntelliFlo°VS 3050 & IntelliFlo VS+SVRS
High Performance Pump
PCDLd1TPoul Protllau'
< i � / a CCO •Slashes energy costs up to 30%or mor
' / 5 a I e c t • Easy to program and operate
j -:-. ;T • Offers ultra-quiet operation...just 7–
r
decibels or half a human whisper
1 ;p'. _ �"n° ^ { j • Operates at the minimum speed requil
for unmatched longevity
',r •Compatible with other pool systems.
including EasyTouche,IntelliTouche,an<
SunTouch
IntelliFlo V5 3050 High Performance Pump
Patents Pending
T
IntelliFloeVS 3050 allows the programming of four various speeds
ranging from 400 to 3450 RPMs to accomplish different tasks at
t ` lowest energy usage.
F Ordering Information
Full Lead Port 4'g D(N?T) C ( .r
Produ<[ Description CertlficaHons Voltage Amps kW HP SF SFXP
smos—opump
0,1013 Isu0FIOV530S0 U4 CSA.NSF 2XI 16 3.2 3 1.15 3.45 T' 4/
011017 IntelliFlo VS*SVRS UL,NSF 230 16 32 3 1.15 3.45 2" 43
$ ACCESSORIES
X1;71 520641 InmlllComm4 a
5
350122 50 C..miradon Ca61.1
fi
Ir,duded to Package wkh Pump.
viii
A 1
l ;
1�
1 �
�vn 1
' i
f
SIR
Repair parts-see page IN
} 1,
+ PLM SERIES - Sla Rile's modular media fillialion is the perfect match
lot the small in-ground and above-ground pool markets.Advances
in media technology and balanced flow design provide dirt loading
i capabilities up to 15 limes greater than sand fillers of equivalent size
Vitlually maintenance-free operation for today's pool owner. Now u •, sn
1
available in 700 sq. fit '.
CERTIFICATIONS-Thefiltershallbe tested and certified by a
nationally recognized testing laboratory to conform to NSF Sid. 50. ;U
?i MSE,
Typical Installation-In ground the smaller System filler,enabling Large Drain Plug-Filler includes
pools and m-ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are
°t Quality Construction-Durable pools of all sizes provided with reducer bushing an
Iwo piece lank housing constructed Low Maintenance- Complete 1.1/2"drain plug
I of rugged AHS thermoplastic to media coverage combined with Modular Filler Tanks-Allows
ensure a long-lasting lank life shallow pleats means greater dirt for quick change of filler medias
Easy Access-Post Lok'locking holding capabilities,resulting In without changing the lank
ring provides safe,Iasi access to longer filler cycles and less eleamng Sleek Looks-Contemporary
Tank inlemnts A Perfect Fit—The small diameter style and malle black finish looks
Palmoled Design—The palenled, foolprinl makes the System'2 filler allradive in any pool setting
unor"bve balanced flow design a perfect fit for new and retrofit
first ilkuduced with the Systeml3 installations.The inlerchangeble
Mod Media tiller is now available in ports provide multiple plumbing
�I options.
t F Ii P 0nY.1
Film Opumnl' Flowaaled" TURNOVER PATE IGALLON51 look Appoint
Catalog Area Perfprmanc! GPM (FLOW NATE•60.HOURS_
—
Her At B MnAt IO0 His. sS... Va..)
_. __. . ... —. pe!s9 L AI6 . . _
PLMIOU 1011 SU-)S ]tl- 100 I'I-]fi,000 Itl 4tl UOU )] 40,000 G' YI
L5 IN SU 94 _ 47- 125 IT 4500022 6000020 75,000 _ 2•__ 42 _
_!L6 150 -- 20 10
500 27 )2,000 -- I l 90.000 2' Y]
YLMIIS ❑S SO 110 66- 150 24 54,000 11 )'101111 l9 5(1,000 2' YY
__
- _ r ..
PIM20U _200_ _ SO 120 — 75 150 27 sY ono_ 36 72,000 i5 14000 _ _2__ 45
Pi M IIID 1011 _ in_120 113 150 _ 41 -54.000 S_Y /2,000 aN 9an04 2• 53
'Upniimp.n iLr.bPMwillp„iv.d• thelongeU lillrr rycUs combined wah thepen and m.Inatlm lna.4m.a -Ln firm area vial provide longer
Inin.ra...nelweon dranm4+ 4 e...ar qr,
"Iiaa•d un NSr iemmn,nndual Ilnw one for rominernal ai 375 LPM per squ.re Iwi
NnbadwaJiv 1.1 o.p,i..d
NOTE Uprulm4limrh marmnm Ci,, 11 ppemnnp p.Pseure of SU 1'S1 Yopl/spa lLalUea dppin.dmi'. rrir up.nP upr,a6ng wale,iempmalure
ioomnal hh',uWI IYU'fl
W.101
fafau5 D.scdpilon
1I
11
%b _
00201005 100 .Ft.Replacement Module for PLM100 �S
002-01255 125 .Ft.fle lac went Module for PLM125
90241505 15058 FLReplacement Mod I to PLM350 1]
et0020P55 175 .FL Be lacement Module for PLM175 14
D02-02005 200 Sq.Ft.fle lament Module for PLM200 19
002-03005 300 Sq.Ft.Replacement Module for PLM 300 D oz
38220F 2"x1-1/2"Pipe fleduar SUShin 1
0REon05 5 do Check Valve
WE
lA
PLM300
�Iv
M100,
M125.
MLO,
15, g
MiOo
vm
I
en
0010
OF
r
w�a Irw rD u
010 u 7
rw
e. IS•--� Ifl ----� �.
Ml dlmm.lon.shown in incber.
f
Pel'
f '
--i- i
�PLM1.0,PLM32S,
_yPLM150.PLM
PLM200,PLM300]D0
- r
10 20 40 60 80 100120,40 ,80
.:FLOW RATE 1N GALLONS PER MINUTE
Waterway Technical Bulletin:VGB2008 `% U� i B8 640-231XV
W Anti-Entrapment Main Drain Cover and Frame
Waterway main drain covers are compliant with the Virginia Graeme-Baker
Pool and Spa Safety Act MSM /ANSI A111.19.8-2Wl UL Certified. • ' •` ` ,
Theyare designed for single or multiple drain use.This drain cover assembly �/ •e' t t • `�t
includes frame and stainless steel screws with brass inserts.Packed 25 per case.
The Waterway 640-231 x V series coven and frames are available in: /IF
❑ White O Bone \ Black O Gray \ Dark Gray \ Beige \ Dark Blue
Mai N.. peaulptlon Sue Total Open Area Floor Flow Nate wall Flow Hate Flaw Rate GPM
Square Inches GPM GPM -15 h/sec
]ft/sec 64 A 1.73 ft/sec 55 -
08.6S0 van.w: o=.ivro.
0 7624 819-0DO51 48 Stemless 51,11 Suri-32 a Ne
64281 SVV A"Ann-Vats Oar Cave,
7.000 642 214a 8'An1i-Von.D,aln Flame
61%W51 •
f
000
v>O O 00O�O�` f Iniv O Ods
.6 O O
A6 OO OO;
O�O 009
O O O 6° 300
�O�0 0000 OB Malik,
NOOK wewe 006
>��.^''
470
975
.Boo �,y y
•-M
C
02009 Waterway Plwtks.2200 Sturgis Road,OUlMrd.(A 93030-Ph.805.981.0262-watemay@watemayplastiumm-www.watemayplastla.mm 807-0081.0309
MasterTemp(11) Neater
High Performance Eco-Friendly Heaters `
• �12��Pwlnn6a:u V
Heats up fast so no long wain before
• - - - r i 4 Eco enjoying your pool or spa
Select • gest-in-class energy efficiency
• Manual gas shuuo(f when service is
I required
1 ' E r l friendly M mission an Is utile fed
I. fr.6i�a i
for low NOx emission and outpertorms
I_ industry standards
--4. ,. • Rotating digital display allows for easy
— _ viewing
•Tough,rustproof exterior handles the
Mastei Temp High heal and weathers the elements
performance Heater
us
New MasterTemp heaters offer all the efficiency.convenience land-f user-friendlyty indicatories you want in a lights make system l he to eland
a for more.As easy to use as your home heating system,p y
monimnag a snap.The compact design and super-quiet operation won't intrude on your poolside leisure time.
Ordering Information '
PrOAnct Gaa Type BTU(000%) Carrnn Day Carta.Wt
.I 460191 Natural 115 1 '170
46793 Propane 175 I 1]6
46730 NanLnl 200 I 128
460331 Propane 300 I I1H
460732 Namn1 250 I 133
160733 Propare 250 1 133
1 . 460771 N....1 250 MME 1 I10
460773 Propane 250 ASME 1 120
4608116 Narunl 250PID 1 136
460734 Nuutal 300 1 136
46735 Propane 300 1 136
46736 Namn1 400 1 136
I
36
1 160805 Wmnl 40011D 136
160775 Wrural 4WASME I 149
460776 propane 100ASME 119
f NOTE:rM•Mancrlempe is mnifisd for Inw Nb emnvoin.
I
I
i
I
f
• YardGard®Gate/Door/Window Alarm System(YG03)-Featured 4070 : Smartpool Page 1 of 1
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http://www.smartpool.com/website/Productsitabid/89/ProdID/51/Language/en-US/GateDoo... 4/7/2017
14 -
r7o
Comp. By: SRW
Date: 4/10/2017
Public Works Department
City of Atlantic Beach
Permit No: 17-Pool-????
Address: 1799 sea Oats
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations
requires that the difference between the Pre-and postdevelopmem Volume of stomrwaMer runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr 124-hr rainfall depth(9.34nches for Atlantic Beach)
Predeveloomenl Runoff Volume:
Lot Area(A) = 14,300 ft'
Runoff CoafFiciem
Area Lot Area
DespriPdon el (ft') C. NRd'C'
Impervious 3,014 74,300 1.00 0.21
Pervious 11,286 14,300 0.20 0.16
Runoff Coefficient(C)= 0.37
Runoff Volume
V= 0.37 x 14,300 x 9.3 1 12
V= 4,085 fit,
Postdowtopment Ru off Volume'
Lot Area(A) = 14,300 ft'
Runoff Coefficient
Area Lot Area
Oestri 'on fl' ft C" Wtd"C'
Impervious 3.7 4 14,300"1.00 0.26 %ISA= 26.0%
Pervious 10,58614,300 0.20 0.15
Runoff Coefffetent(C)= 0.41
Runoff Volume
V 0.41 x
14,300 x 9.3 / 12
=
V= 4,519 ft'
Required Stomas Volume
DV= Postdevelopment Runoff Volume-Predevelopmenl Runoff Volume
DV= 4,519 - 4,085
DV= 434 ffs
i Wn0 n r TER WATER RETe4TM 41102017
Comp. By: SRW
Date: 4110/2017
:r
Public Works Department
City of Atlantic Beach
Permit No: 17-Pool-????
Address: 1799 Sea Oats
Provided Storage:
Elevation Area Storage
(ftl (R') IKrI 13 X 13
? 8.5 169 0 BOTTOM
? 9.0 225 99 TOB 15 X 15
Elevation Area Storage
BOTTOM
0 TOB
Elevation Area Storage
(k) ( ) (0,) BOTTOM
0 TOB
Inground storage=A'd`pf
A=Area= 225.0
d=depth to ESHVJT= 5.5
pf=pore factor= 0.3
Inground Storage= 371.3 R'
Required Treatment Volume= 434 ft'
Supplied Treatment Volume a 470 ft'
R ,U In M rER WATER REiIN " 010/2017
Q l Pools
Impervious calculations for 1799 Sea Oats
Current lot size 14300 sft
Total impervious area
Current impervious area
House 2084 sft
Drive and walks 930 sft
Total existing 3014 sft
Total new 700 sft
(number includes credit for replacing existing brick)
Total new proposed impervious area 3714 sft 26%
Completed by
RD Gray
Island Pools LLC
904-334-5421
MAP SHOWING BOUNDARY SURVEY
LOT 11. BLOCK 15 BELVA MAMA Lotti MC & ACCORONO TO PUT 9 uW. AB RECORDED N PUT BOOK 3C PAGE 85 OF
CUMb'"a PUNIC NECW= OF OUYAL MINTY. FLOMOA
OF DW&
MOCK
15'
BELVA
AMD BULK ONON 1�1',R'OA' IM MO ft 0 M IM NORTN By 'K STM CORDMI OF WAY LINE OF UT PACE 85
DN TM(A 100 FOOT RIp1T OF OWAAY) .
B"'N BY,W CA51MYLPBOLO�NBAAMM OF THE BK" M OF LOT 11, BLOC( IS. OF SAID R1VA MARINA UNIT NO. 8.
SEMINOLE ROAD 100' R/W (PAVED)
LB 3672
SDDMB'2CrW 100.00' (R) LS 3672
—
x—x—x —X—X—X—X—K—\e ART O. IRACT 'C
6' (WOOD FENCE
I§ LCT t1
0.33 ACRES
a _ I Z3 S ��
� -IQQ � "
C" $ D FENCE z
mpp t m
OW
IIA I f
CONC. j
LOT 10
125
A/C 1 STORY FRAME 4A+
VINYL SIDING y"
p �
or
21A' 1 7'
LINE
(ZOW � (LO ut
FOUND
v X-aT NOD'OW20"E — 70.27 (R) —
SEA OATS DRIVE 60' R W Pp
PROPERTY DATA SLR / ( vED)
nEF 1T ® FOUND 1/2" IRON PIPE
Appq ATLAN98 9U OATS OMVE A.LD PNCE
SURVEY MAP PREPARED FOR: -- —
COL AROVTC BEACH STAT-FLORIDA TIMOTHY Woo,,µ
COVNIY:OWAL O TIMOR510/0'iA to I NA
BECINMI:B TOMNBIIP
, ST V
ARAIEOrm&RCOC AA 8LT MIAN•N M
DMyPLAT BOOK:U R:12MPRUD0mTI&NETWORK EALY
�LBWNYk SEVA PACLB
LOT..' MARINA
PHASBKPAREL —M—m�M1 � !
LwallsB WAOFPx G LMID :23 R. c UBIIRA1 A
nR
RXV) IMPROV., .� � AILK1p O:Mm:O
Barriers per FBC2014 window and
door alarms and fencing
P
J_
g5 .ys
.8 d 8"
.9
8, in
1.
3.5ft N 6ft
~ .01
4. Acs V'
in
Pool beam is 8"-9" elevation is a a
even with existing patio decking 1. "
will be 23/8" paver declking and
will cover existing 7ft raised spa
12" 6 therapy jets 2hp blower
and 399K BTU gas heater120K S.
BTU heat pump IC40 with easy w
touch LED pool and spa 120v
lights. 18
RD Gray
Island Pools LLC
904-334-5421
rd@islandpools.org
Access this side
� RD GRAY
334-5421
"nln- H11111. n, Ivuanisr-
Owner:Jennifer McEwen Stake:
Address: 1799 Sea Oats Zip:
°1,9r
city: Atlantic Beach
Phone:
Phone:
POOL SPECS
SME:13x41 SQHT:45058
DE :35-6 MMW P METER:90M
ESf TOTAL GA110N5: 51(IMMBS:1
� MS;3 IMEMOR MATERIAL:
.Oi Oi SPEQAL: TRE:
N :q NMS:
Oft SPA SPECS
scM:2R mum
DEPTH:3..58 PERIMEIEP:
AfSr TOTAL GALLONS: SPILLWAY:
,' PAGED HEIGHr: 5%IMNT8l5:
A• � Id�3* � RETURNS: TRE:
INIEWOR MATERIEL'
SPEOAL:
NOTE:
PLUMSM
RE MS:3 SKIIAMEP5:1
POOL MN DRMNS:2 SPA MAIN DRAIILS:
m FANM SYSRN:s n HEADS:
VAC LMB: ROOT VAG
WATER EEATURB: SPA SPLL WAY:
UGHIS M POOL: LIGHTS W SPA:
TOTAL KK:21SPEOA
NO B:
DECK
DE wm:Bft ELLVAnM
TOTALD W:500.sR PERD1LlER:
RATS®BEAM: LIP STYLE:
MATERIAL I: MATERIAL 2:
SPEOAL:
NOTES:
EQUIPMEKr
POOL PUMP:InWilflo V53050 2ND PUMP:
mmnM r9 EATER SUM:RD 160
HEATER: INLINE'
MMM Em To 4 EN n GkS:
6PEdU:is 40
NOTE:
IliPro® VS 3050 High Performance Pump
Dimensions andPerformance
CVS lS B NSF.
LISTED cS�ceMM Uma
I20
35
4' 100
'stga 3450 rpm
ea 3110 rpm
JO 0 60
50 rp
w
20 1560 rpm
;5. 750 rpm '
0 20 w 60 M 100 120 Iw 160
U.S.Gallons per mipute
5 10 15 20 25 30 35
Cubic Meters per hour
l i
t r ,, 11 N7
IT,
1075
s -
I
SKIMMEII PPoNIR6
PLOW T✓411FA ryRFA WRH
NO SRY.PF0. IMOFFJUWlf
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ORNCIFENDFSI 4
NDLIMITATIONS R 1
SHAPE EXCEVrDIVINQ FOR
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R R R.OP OXAL GENERAL SPA PL
IN O�IROOPOI LAN N.T.S.
SEE PER'W'IT FOQA
REQUIREMENTS AND�3� iT(ON
REVIEWETxwEOLFAIAD.JPrnNna 6BUmIN3YlnR:AIxMuI
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raire§�a
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SAMPLE ONLY.EACI
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POOL SECTIONDETAIL Po vWlme: r.R=.3_-Red,0001
TrJANoxa:�_brnR69mWk-
N.T.S. Fbw K :Rre: .f].QQQBHICBal amu- Iro� - Az_;
SB1R16.6YFB7
FMBONDINO ANDOROIJE M SYSTEMS FOR SWIMMMO POOLS.THE USE OP BONgNO _
12LV^
AN UNDOLOROIMD L DNDUCTOR MADE OF W AWO.SANE SOLM 1�-_ T^L•_' �--._
CCPPIX WIRE BIJRIMtOAMiNPBIM OF.PIl1 OF4MCHP5 TOb MCHF3ISELOW SY� 66�IAE
SUBORADE,AND IM N INCHES FROM MM WALL OF A SWIM.RNO POO M II(xTl Nth
SPA.IS DEENM A PERMISSMEALTERNA M BWVALEM W COMPLIANCE
WTIN 0.6R6.3McI0F THE tUTR#JAI.ELECTRICAL CODE 3M r In
J. us lm
VMC
KZ
4-
FVMC OR
OOTMO NZNC DECK Pm19N
IWTgNAL WIM CYJNC. PER('011TRACF Nr tJ011 WNN Vp.UIE�ISDn ONJ.
WIABFA ME4H UVOK9LIP1 xAV 51'ARIPEhaM1r.MXAYWARYWFLI
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b - 8 TUFA reAMR PMJ0.w0MM
PppL P4119x MYW unflfLnaMfuAcm
reRco"TrtACT MAmtxum.xAvwARowslnrE
r lrl NO BEAMR'T xAR [IAAHER.NAYWAl1U VAC Wf
W431 MJ BARS WDONAL
R' HNrx M
ORM N3 BAR 6 MARCITE OR
F]IIVSED MAmrN'I%N APE6III 1_
r WALLARTHWKNBS Y3RVES P AWREOATE
12'fEN'IERS EITHER WAY.TIE ALT.INTE0.4ECIIONS IS'MIN.OVERLAP. SYJMMERSVCTLM xR 6VF �,�
?MP'NVEMUE ON B1EFL WA'ONC.IOASIM AIS.AI6 ASFM A10.5 ��n
$ryyWcal lUb*t to 4prblE alil c fit .. «EWFJVM nPELII _L
POOL/SPA DECY, BEAAI WALL FLOOR
N.T.S.
FLORIDA BUILDING CODE 84911 SPOIAL SPA REQUIREMENT&: /µQV
THE POOLCONTRACIOR IS RESPONSELE FOR #UXIMUN WATER DEPTH N.NAxIMUM SEAT DEPTH `^N
FURNISHING ALL DETALL DESION REQUIREMENTS 2R', V4 C
FO0.FACHDSIIVm FOOLm ACCVRDANCEWHB -FLOOK31.01E1'12
THE FLOE,BDL001G COM AND ALL STEPS:AIN St��t£AD10"X12".TADN.IUSERIYNAX. x�.0R.y1
CONMUCnoN SHALL NEST ALL APPLICABLE RISER EXCEPT THE SOFTEN STEP NAY BE 14'17 IT IS
COm!S INCLUDING 0.IJAEING.ELECTRICAL AND THE SEAT.TRIERMEHATE TREADS AND RISERS TO
GAS. FDINO SNALL BE SCH.NI PVC,NSFI-,MA%. BEUNDRNAFTHESPAISOPERATED pplJyy ••��
PRESSURE VPLOCDY 10 FPS.3GLTION6 M. LY IT SHALL HAVEAONEHOUR •�'
THE POOL MAN SHALL SHOW THE DESIGN TURNDVBR; FCONTINUOUSASIXf10URTURNOVER, Q
0.UOtBING AS PFR THE SAMPLE WRNTXE -MAXm111M ARTICLE MISEDEGREES,
y+
INFORMATIONLL BE T GRAINS
RAIMARDMIN -ABET %ARETYSIGNS.SAFETY
0.UM OV`ALLBETWODRAB2.19.9 ATED BY 3' DIST0.UCII�N/SAING AT 3NS.
AN ALTERNATE
THEANSUASIVIE A]APtOED DR9A300P CO VERA A3 .pRBSEUDO PIPING GREATE1POR 13lANUTE90R � Fg
AN ALTERNATE THE APPROV®DRAMS MAY BE MEET LOC NDE IF GREATER. d�
%,ACE DON DIFFERENT PLANEION LINE UaION W
SHAJ,RAW ACOABION A"R() LINE.SUCTION j C �
,RATES MAY BE USEDSAPPROVm ATAMA%IMUM GENERAL DESIGN REQUIREMENTS
OFIAFPB ANDTHE SUCTION PEINCIS RECE59® .DESIGN,CONY DRGCTIMANDWORKMANSHD _Q 4
SUCTI PIPES TFEINSTANCE NOTREOTIE SNAIL BE COM'ORASTY V/ITN THE U .>i
p SUCHEN P@ESVS.SKIW.EII9 DO NOT REQUIRE REQISBE TS OP APSMN),APSP0N I,APSP/ICC S.
m(YrOL V NAND
MUST BE DESIONID FOR AAfINSAUM 23 Rpw. AND
PTYPE 6 AND APSPANIBASSOON THE
THE Fq.LOWRJ6SHALL BE LABELED WTTIT fV^
LABEL.MARKFRTAPEATTHEFLLTERLOCATHIN: -SEENS% DIVING WATE0.ENVELOPES.
I' MS,VALVES.PUWS10FF SWRCH. SLLDES SHAI, MEET THE MANUFACTURE'S
INSTALU NREQUIRENUSHTS.
-ALL POOLS ETHER PUBLIC Ofl PRIVATE SHALL RE
ELECTRICAL REQUIREMENTS: PROVIDED WITH ALADOE0.0R STEPS IN THE SH.V.I.OW
END WHERE THE WATER DEPTH EXCEEDS 21 INCHES 1610
6AD IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 'y
•WEINOAND BOtOJTNG AND ALL ELECTRICAL IO
FEET(1124 MMI THERE SHALL BE LADDERS,STAIRS OR 8
. COMPLY WITH CHAPTER IL FLORIDA BUDDING UNDERWATER BENCHES+SWDM-0UTS IN THE DEEP END. a
CODE APSP+ICC MN ANDNEC 3011. WHERE MANLTACTURED DIVING EQUD%IENT IS TO BE r
-NOOUHBT OR OVERHEAD FEWER WNHm IO IF USED.BENCHIS OR SWm40UTS SHALL BE RECESSED OR OKD
WITNIN IS PROTELT BY O%,TIANSFORT.IER Mm.IV LOCATEDDIANRNER.
EQU�SHFROM POOL,R'ABOVE WA'IFR./80%f FROM('000, CiRCULATIOR SVLLCO 'OMWITTINSAND
BRASS TOJBOX O0.TPANSFORNER WrGCH EVER IS HE NAXIWUPAT RNIO RATEIS 12 HOU
FIRST EXCEPT WHERE PVC IS APPROVED. -THE UMTURNOVERRRELIS EA EAND .
-FD.TFAS SHALL HAVE AN AIR RELEASE A2ID �
PRESSURE OE •PI
-PUMP33 HP ANOLESS 9HAI.L R6ET ANSWLNN RI Qr
NRROSI RESETANT WITN STRAINER AND MEET CA
THEREQURF)FLOW. W O
(CATION FOR PERMIT SHALL -SUPFACE SK�AASERS SHALL SffEC NSF 50Atm r
ALDYNAMICHEADOF60R THERE OF SURFACE AR
EA J
-APPItOVEONP�NUFACVTREDmLLT FITTNGS FOR THE WM
p "d) RETURN Oi R1�BtCUL•LTPA POOL WATE0.3HALL BE
PROVIOEDONTNI:BASIS OF AT LEAST ONE PER 200
SQUARE FEET 136 m2)OF SURFACE AREA SUCH MEET
.Ly�,,.�N� pl1°N MORE NkMQEDESEALT THIS
CONSTRUCT'®H2
ON AND SH AN ADEQUATE SEAL TO THE PGO(S ISAN$OF
PR AND SHALLR NRPORATE S CNG 01 NT E P MEANS OF
1 SEAENG C[RMATIOPINNGRETFSTINGOFTHE FOO
REQUIRED.
WHEN MORE E 8 ONE INLET IS Lj111 •• J +/+
KBOUIREO,TFE SHORTEST DISTANCE BETR'E T ANY TWO 1 .1 1 +++
REQlIOIED 95NALL BE AT LEAST 10 FEET pNB MIME
•61Aw OMws AS OF IY ISM HEATER SHALL MEET ANSIZG.M OR UL IUD OR • a
4Y9VA9Aff AI Ii.IPt]Nf
MIA
AISmFECTnyNT EQUDAETTT SNALLCM yWITH •
.%fPgSIJRE'k41 TT PPINO ATJS%I FOR I3 MmUl'P30R ; •) yt ; IJP
POMEN
LI. MEET LOC CODE ff OREAT80.. :% -
-RESD>ENiI SWIMTANG SAKRER REQVIRENIENTS TO .� • .
IR11.gUTEOPFN AKFA•FIDWII).e MIET SECt 1513.17
Mw -WASTEDISMaxi-TO NMRY WTM SECTION 1313.10 �,i DMB
CL6AFIFA IT HAS BEEN RHFIP. TBATTHBBE DEBTON
LwF KEWmEME APE IN COAW1.iANCE WTITIE /
PNNDAB RDJGCWERb01,5TH FJMON 131.33011. :�
ANSVAPSPA •
ANSVAPSPMI.ANSVAPSP/ICC 1.AND ANSVAPSP/IN 6ANO. DNB: 1 2015
ANSUAPSPIIOJ DTRWTI RIP
�t
ISLAND POOLS
1
I RESIDENCE
epAAV<NT
LOCATION