1883 ATLANTIC BEACH POOL18-0033SWIMMING POOL PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH POOL18-0033
8005EMINOLEROAD
ISSUED: 10/9/2018
ATLANTIC BEACH. FL 32233 EXPIRES:4/7/2019
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
1883 ATLANTIC BEACH DR SWIMMING POOL SWIMMING In ground Pool $40452.00
POOL RESIDENTIAL
169505 1570 ATLANTIC BEACH
COUNTRY CLUB UNIT 02
ADDRESS: CITY: STATE: ZIP:
SURFSIDE POOLS 313 BEACH BLVD Jacksonville Beach FL 32250
ADDRESS: CITY: STATE: ZIP:
David Lamolinara 1883 Atlantic Beach Atlantic Beach FL 32233
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR 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.
Issued Date: 10/9/2018 1 of 2
SWIMMING POOL PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH POOL18-0033
` 8
ISSUED: 10/9/2018
00 SEMINOLE ROAD
EXPIRES: 4/7/2019
ATLANTIC BEACH. FL 32233
DESCRIPTION';
FEES
NICCOl1ITr �';kna
H�.
��AIO AIwOiNT
BUILDING PERMIT
455-0000-322-1000
0
$255.00
BUILDING PLAN CHECK
455-0000-322-1001
0
$127.50
PW REVIEW RESIDENTIAL BLDG
001-0000-329-1004
0
$100.00
STATE DBPR SURCHARGE
455-0000-208-0700
0
$5.74
STATE DCA SURCHARGE
455-0000-208-0600
0
$3.83
ZONING REVIEW SINGLE AND TWO FAMILY USES
001-0000-329-1003
0
$50.00
TOTAL: $542.07
Issued Date: 10/9/2018 2 of 2
�S�:Lvff� City of Atlantic Beach
1. Building Department
r ` 800 Seminole Road
�r Atlantic Beach, Florida 32233-5445
F Y Phone (904) 247-5826 • Fax (904) 247-5845
E-mail: buildin de t coab.us
'�JR �9- P @
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building Department.)
'Poo L-11 - 03
Date routed: O Z O
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1983 A- HSL' a -H - Bea-cA(
Applicant: SLc..r'fS1 e ?0
Project: 103nwlaC4o0
Department review required Yes No
u'
(Plannina & Zonin
Tree Administrator
Public Wor
Public Utilities
Public Safety
Fire Services
;Review fee $..., Dept Signature
Other Agency Review or Permit Required Review or Receipt Dateof 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:
APPI IrIATION STATUS
Reviewing Department
First Review:
Approved.
❑Denied.
❑Not applicable
(Circle one.)
Comments: poc'
BUILDIN
PLANNING &ZONING
Reviewed by:
Date:
TREE ADMIN.
Second Review:
❑Approved as revised.
PDenieaU
❑Not applicable
PUBLIC WORKS
Comments:,
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
Date:
Third Review:
❑Approved as revised.
❑Denied.
[—]Not applicable
FIRE SERVICES
Comments:
Reviewed by:
Date:
Revised 05119/2017
Building Permit Application
City of Atlantic Beach
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Fax: (9041247-5845 p
Permit Number: 1 06 W 063,5
LaT 55 RE# 1(09S05 -JL5 19
Job Address: 1883 ATLANTi C
ri
Legal Description MT-1-AN11 C.vo
Valuation of Work (Replacement Cost) $ 4o, 451. O° Heated/Cooled SF Non- Heated/Cooled
• Class of Work (Circle one): ew Addition Alteration Repair Move Demo 41003 Window/Door
• Use of existing/proposed structure(s) (Circle one): Commercial esidentia
• If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed: IN-Ca0.o"r1D Co tJ CRETE S W 1 M M i t4 G 900L. �■ x 1.5�
10,250 GP►LL0N5
Florida Product Approval # for multiple products use product approval form
Property Owner Information
V1D E L Ati:o�.i N A R� Address: 1.83 ATL.A rJTi G �E4 r.�'1
Name: DAF�LV D
State L. Zip 7>22.33 Phone
city ATt_Ahmic gEAc.N �—
E -Mail i ..r wI C R
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required)
Contractor Information ' 60%4
Name of Com any: CCoTfAM IfdC db. SuRfsil)E Qualifying Agent: �HPI C� SG°T7
City 'TAr �So irLLl _ ate F L Zip 32'L5o
Address 315 5E CH Bt_yD rr gµ0w,4 90`i-2�-iso'3�ols
Job Site/Contact Number �""' `'
Office Phone g0`41-�2.�1(0-up(Ay t�
State Certification/Registration # CPC044080 E-Mail�tr 4 S�..r �S i c�� ■� het
Architect Name & Phone #
Engineer's Name & Phone #-Lb 19
_
Workers Compensation R' ��
Exempt sure Lease Employees / Expiration Date
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 ELECTRICAL 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
TOC�o
BTffgnatureof
G, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RERDTICE OF COMMENCEMENT.
J°l
r Agent including Contractor) (Signature of Contractor)
Signed and sworn to (or affirmed) before me this day of Signed a sworn to (or affirmed) before me this day of
�uL.j Z.b18 , by (>s;,:a LAW10LinIARA Nva ST ZOI$ by So c
�((Siignar,ota ) Wellman (Sign re ofNotary)W
W eNrrtan
,Dww"
NOTARY PUBLIC NOTARY PUBLIC
STATE OF FLORIDA STATE OF FLORIDA
Comrr# FF937185 Personally Known OR Conxtt# FF937185
[ j Personally Known OR 11/18/2019 Expires 11/18/2019
QQ Produced Identification Expires [ j Produced Identification
Type of Identification: F L_ Q L Type of Identification:
SurfSide Pools & Spas
313 Beach Boulevard ro V5%e
Jacksonville Beach, FL. 32250 OFFICE COPY •���"'�
CPC 044080 Pools • Spas • Service �.
Title Page/Index of Drawings
Prepared By
Marcus Medlock For Surfside Pools
August 17, 2018
904-246-2666 Ext. 117
marcus@surfsidepools.net
Property Owner of In ground Pool Project:
David & Jennifer Lamoninara
1883 Atlantic Beach Blvd.
Atlantic Beach, FL. 32233
Index of Drawings
Pg 1: /
• Site Permit Plan (Pool Layout and Details) Y
Conforms to Codes:
Florida Building Code 6th Edition (2017) Residential
Conforms to Chapter 42;
2014 National Electrical Code;
Atlantic Beach Unified Land Development Code
Occupancy Class: Group R-3
Pg 2
• Survey w/ pool, pool equipment, Barriers: Fence & Alarms✓
Pg 3
• Survey w/ no alterations
Pg 4-7:
• Construction Drawings
.MN.
• Simplified Total Dynamic Head Calculation
• ANSI/APSP/ICC 15 Worksheet
Pg 10-20
• Product Specification Sheets
Impervious Calculations:
Total Lot: 10,672 sq. ft.
House:
Drive/walk:
Pool/Coping/Deck:
Total:
ISR: 35.27%
2,115 sq. ft.
1,065 sq. ft.
868 sq. ft.
3,765 sq. ft.
�S CITY OF ATLANTIC BEACH
,+ 800 Seminole Road
s Atlantic Beach, Florida 32233
REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS
Date I /I0A01Z Revision to Issued Permit Corrections to Comments_ Permit #
Project Addresst> -3 / -f
Contractor / Contact Name 5'^-`� S'tke S� as
Phone O - 21+� ALtoL
Description of Proposed Revision / Corrections:
11) e ck- 5 i 2e- ri e-kttee-9-
Email aGLr ��S�r�s� CC.e-b015 VITT
Permit Fee Due $
►iMV�QCV'iLt, ccs-, CLt tCAJioJA5 _Udd- e�
Additional Increasemai-�� in Building Value $ Additional S.F.
By signing below, I jal l ' �.J I oc- L-- affirm the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date
Approved
Revision/Plan Review Comments
Department Review Required:
Tree 'nistrator
Publi
Public Utilities
Public Safety
Fire Services
(Office Use Only)
Denied
Ped sty
Not Applicable to Department
Reviewed By
Date
&fibG aICS
BUILDING INSPECTION DIVISION
Whae i' ori& Begins.
REVISING ACTIVE PERMIT FORM
DATE: 9/10/2018
JOB NAME: LAMOLINARA
ADDRESS: 1883 ATLANTIC BEACH BLVD
PERMIT NO: POOL 18-003
(BUILDING PERMIT)
CONTRACTOR: SURFSIDE POOLS & SPAS
PHONE NO: 904-246-2666 FAX NO:
ARCHTECT /ENGINEER PHONE NO:
FAX NO:
BUILDING PLANS EXAMINER:
REVISIONS FOR:
COMMENTS
PLEASE INDICATE
BUILDING
YES NO
YES
NO
LANDSCAPE
YES NO
YES
NO
PLUMBING
YES NO
YES
NO
FIRE MARSHAL
YES NO
YES
NO
MECHANICAL
YES NO
YES
NO
ELECTRICAL
YES NO
YES
NO
MARCUS MEDLOCK
SUBMITTED BY:
PLANNING and DEVELOPMENT DEPARTMENT
214 N. Hogan Street, Room 273 Jacksonville, FL 32202 Phone: 904.630.1100 j Fax: 904.255.8552 ( www.coj.net
City of Atlantic Beach
Building Department
r `1 800 Seminole Road
r� Atlantic Beach, Florida 32233-5445
Phone (904) 247-5826 •Fax (904) 247-5845
o jr E-mail: building-dept@coab.us
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building DepartmenOvk--t.)
Date routed: O Z
APPLICATION REVIEW AND TRACKING FORM
Property Address: IS83 A-Ha-� �G Be&CA,
Applicant: &A- r4 s j<
Project: ' 5
Od
Department review required I Yes INo
Tree Administrator
Public Wo -r15>
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature ,.-*00
...._ .
Other Agency Review or Permit Required
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:
Review or Receipt Date
of Permit Verified By
.-.. ..+e-rr%kl 011"A711C
Reviewing Department First Review: []App
roved. Denied. ❑Not applicable
(Circle one.) Comments: Q���
BUILDING jl 7 S
PLANNING & ZONING/��/� Date:
Reviewed by:
TREE ADMIN. Second Review: ❑Approved as revised. �enied. []Not applicable
PUBLIC WORKS Comments: A�
PUBLIC UTILITIES
Reviewed by :."-� Date:
PUBLIC SAFETY
FIRE SERVICES Third Review: ❑App
roved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05119/2017
Building Permit Application
City of Atlantic Beach
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Fax: (904) 247-5845
Job Address: IM ATL•ANTi c. &Ac.H ?)LV D. Permit Number: f bOi L► f ` 0633
Legal Description ATL. WTiC SEAC%4 CO%ANTiVY Lula UNi: Z UT 55 RE# 1(09505-1570
Valuation of Work (Replacement Cost) $ 40, 452 0o Heated/Cooled SF Non- Heated/Cooled
• Class of Work (Circle one): ew Addition Alteration Repair Move Demo 0o Window/Door
• Use of existing/proposed structure(s) (Circle one): Commercial esidentia
• If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed: TN- CaRo"r o cord cRETf SvJ i M M i IJ G Poo L. 30 x 15�
J.0,150 GAL.LoNS
Florida Product Approval #.
Proaerty Owner Information
for multiple products use product approval form
Name: DAvID E. L AMo%-', W A RA Address: I-88'5 ATLA nITi C_ BFAC-H f
City NrL it 6EAc,%4 State FL Zip 37-2.33 Phone 904-23-1-1(015
E -Mail
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) nysiblEIR
Contractor Information 1?00%-5
Name of company: Sr OrFAM '10c.• db. SuRFSi AE Qualifying Agent: �H�l C• SC OTT
Address 31'5 BES H S L.Q D. City ?AcMGSa LJvi1\E ate F L Zip S L50
Office Phone g04-T4(o-7.l.o(o(o Job Site/Contact Number ,MELooi iii P F-ov w 904-2.46- 3(OIS
State Certification/Registration # CPC,0446F00 E -Mail Aar'.L S�wri'S i c�e.Doo IS. het
Architect Name & Phone #
Engineer's Name & Phone #
Workers Compensation A mem SURE OLi-01- 2019 _
Exempt sure Lease Employees / Expiration Date
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 ELECTRICAL 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 OBT N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORD G UR NOTICE OF COMMENCEMENT.
(S gnature of Owner or Agent including Contractor)(Signature of Contractor)
1i
Signed and sworn to (or affirmed) before me this -1day of Signed a sworn to (or affirmed) before me this day of
�VL_�( 7.0%6 , byl)AViO Lpih&L ,'WAR@_ uca ST ZC1Ib,by:roI4N Scorr1U
e
(Signa re ofOta ) Wellman(Sign re of Notary)
NOTARY PUBLIC NOTARY PUBLIC
STATE OF FLORIDA STATE OF FLORIDA
[ ]Personally Known OROlEores
Comm* FF937185�Q Personally Known OR� Comm# FF937185
Qq Produced Identification 11!18/2019 [) produced Identification 1 Facpires 11/18/2019
Type of Identification: F L_ Q L- • Type of Identification:
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
SECTION I - APPLICANT INFORMATION
NAME OF APPLICANT DAv 1 p E. ot- i rA ARB,
NAME OF COMPANY
SIIRFSIDF POOLS
JZ Owner(s) r Legal Authorized Agent*
ADDRESS OF COMPANY 313 BEACH BLVD. JACKSONVILLE BEACH, FL 32250
PHONE Cloy- 246-2666 CELL
CONTRACTOR CERTIFICATION NUMBER CPC044080
ATLBCH BUSINESS TAX RECEIPT NUMBER
9A, -y
EMAIL y@surfsidepools.net
SECTION II - SITE INFORMATION
Q 0�
1„$USTREET ADDRESS OF PROPERTY ^7 SANT; c-PJE CH R►.1E
If an address has not been assigned to this property, contact the AB Building Department at (904) 247-5826 to request an address.
LEGAL DESCRIPTION D1-132 08 -IS -2.9E -25
LOT 5 5 BLOCK
ATI.-ANTic- ?3>EAc t1
SUBDIVISION C,ou NTR`( C.W 6
REAL ESTATE NUMBERf. vP1505 - '15-70 LOT OR PARCEL SIZE: SQ FT AC
r
RESIDENTIAL COMMERCIAL OTHER (SPECIFY)
'` .,,
L €
1 affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of
Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre -application meeting with the Administrator of those
regulations. S sequentl I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed
from the abo s�C'be or adjacent properties in conjunction with this project.
y.
SIGNAT RE OF OWNER
SIGNATURE OF OWNER
Signed and sworn before me on this Z,�i day of �N Lam( 2018 , by
�AyiO E LAMOL.i WASA
Identification verified:
Oath sworn: �K Yes
REV -TVA -00.12
r- No
Notary Signatu_
My Commission expires: (1' 1 )/19
State of �: L -
County of D"14 A L
Devany WeNffm
NOTARY PUBLIC
STATE OF FLORIDA
Comm* FF937185
t Expires 11/18/2019
OFFICE COPY
ANSI/APSP/ICC 15 Worksheet
Swimming Pool Energy Efficiency Compliance Information
NOTE: These Requirements Apply ONLY to the Filtration Pump
Project Name David & Jennifer Lamolinara
Project Address 1883 Atlantic Beach Blvd.
Atlantic Beach Pools • Spas *Service
Maximum Filtration flow rate calculations
Pool water volume 10250 _ 360 = 29 qpm = filtration flow rate
Is there an Auxiliary load on the filtration pump? Fx-] Yes No
If so, what is the auxiliary flow rate 24 gpm
Maximum Flow Rate 36 gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater).
The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm, whichever is
greater. This means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less
Filter Factors: [K(Cartridge .375) F-11D.E. 2) F� (Sand 20)
36 (Flow rate) - 0.375 (filter factor) = 96 (minimum filter size)
Filter Make/Size Jandv CS150 Cartridge
Backwash valve? YesX No
Pump Selection from APSP database on Curve A ❑X (less than 17000 gallons) or C (greater than 17000)
gallons) (check one)
Pump Model Jandy FloPro VS -FHP 1 hp
Flow Rate (low speed) 28.9 gpm @ 1725 rpm
Flow Rate (high speed) 59 gpm @ 3450 rpm (not required if no auxiliary load)
Pump Controls
Standard time clock 1:1 2 speed time clock 1-1 Other QJANDY Variable Speed Controller
Heater Model None
Gas Heater efficiency rating % (No Pilot Light)
Heat Pump Model 0
Heat Pump efficiency C.O.P.(High Temp)
(Low Temp)
Suction side filtration branch piping size =
1 1/2
in. per ANSI -15 @ 6 fps
Suction side filtration trunk line piping size
1 1/2
in. per ANSIA 5 @ 6 fps
Return side filtration branch piping size =
1 1/2
in. per ANSI -15 @ 8 fps
Return side filtration trunk line piping size =
1 1/2
in. per ANSI -15 @ 8 fps
Notes: suction piping in front of pump inlet must be 4 pipe diameters in length.
Must have 18" of straight pipe after the filter for solar.
Vacuum line, if installed shall be sized to flow at 8 fps per ANSI -5 and shall be covered
per ANSI -7.
ng, self -latching cover
I affirm that the information above is true and correct -� � f -- ----
re
cJan8
> Pro Series
by ZODIAC®
Technical Specifications
CS Series Filters
OFFICE COPS'
Part No. Description Size Specifications and Dimensions, CS Series Filters
CS Filter Head Loss Curves
6
6
Design
Head
Loss
(ft head) 4
Design
Pressure
2 Drop
(psi)
01 I I I I 0
0 30 60 90 120
CS150 Flow Rate (gpm)
- CS200
CS250
m CS100
www.ZodiacPoolSystems.com
Model No. CS100
Filter Area 1100ft, 150 1112 200 ft' 250 ft2
Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2
Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm
Six (6) Hour 36,000 45,000 gal- 45,000 45,000 gal -
Capacity gallons Ions gallons Ions
Eight (8) Hour 48,000 60,000 gal- 60,000 60,000 gal -
Capacity gallons Ions gallons Ions
Normal Start Up 6-15 psi 6-15 psi 6-15 psi 6-15 psi
Pressure
Max. Working 50 psi 50 psi 50 psi 50 psi
Pressure
Cartridges 1 1 1 1
Required
Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs.
Height ('A') 3231V 323/e 42'/z" 42'/i
02011 Zodiac Pool Systems, Inc. SA6259 0611
ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license.
CS150
CS200
CS250
02011 Zodiac Pool Systems, Inc. SA6259 0611
ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license.
Maximum Efficiency.
Up to 70% Quieter'
Ultra -Compact Design.
. NO - •�
2
r
R
r ,
,
}
3�
Save up to 90% on energy costs
with the VS RoPro 1.65 HP
Variable -Speed Pump2
VS FloPro is designed with an innovative adjustable base,
allowing for simple installation on new construction,
or quick and easy replacement of existing pumps. Well
suited for applications with 1.5" or 2" plumbing, the VS
FloPro is designed to be operated at energy-saving lower
speeds for maximum efficiency.
>> Ultra high -efficiency motor
Features a totally enclosed fan -cooled (TEFC)
permanent magnet brushless DC motor for cooler
operation and extended motor life.
>> On -board digital controller included'
Two timed speeds/8 speeds total. 180° rotatable
and remote mountable for easy installation.
Reliable battery backup ensures time and
settings are stored during power outages.
» Compact
High-performance pump in an ultra -compact body.
Fits easily in small equipment areas.
» Additional features
• Adjustable base included'
• 2" unions and 2" internal threads
• Ergonomic easy -transport handle
• High profile easy -grip handles with large capacity basket
» Complies with Appliance Efficiency Standards
(CEC Title 20 & ANSI®/APSP-15) and qualifies for
power rebates, where offered.
Zodiac Pool Systems, Inc.
2620 Commerce Way, Vista, CA 92081
1.800.822.7933 1 www.ZodiacPooLSystems.com
i....................................................................................................
Zodiac Pool Systems Canada, Inc.
2115 South Service Road West, Unit q3, Oakville, ON L6L 5W2
1.888.647.4004 1 www.ZodiacPoolSystems.ca
BAS; f ONIFIGURll x;
VSFHP270JEP Y
Hayward•SuperPump!
No base
Pentair- SuperFlo•
required
VSFHP270AUT Y
m
Sta-Rite•SuperMax• `
Recomm•nd•d Carton
VSFHP270JEP
Y
Hayward Super ll"
Small base
Length
VSFHP165JEP 1.65
Jandy Pro Series Plus HP *V* mt•��w
VSFHP270AUT
N
VSFHP165AUT' 1.65
& Max HP
Small base
VSFHP270JEP
Y
PentairWhisperFlo® ntre�lu
VSFHP165AUT
w/spacers
Sta-Rite•Dyna-Gla=
VSFHP270AUT
N
Small base-
VSFHP270JEP
y
Sta-Rite Max -E -Pro?
Sta-Rite Dura -Glass tT!r NMI
large base`
Sta-Rite Dura-Glas II,
VSFHP270AUT
N
I Sta-Rite Max -E -Glass
Total
t a I
Horse-
F t i j -j
Recomm•nd•d Carton
Overall
Model No. power
Voltage
Max Watts Pipe Size-' Weight
Length
VSFHP165JEP 1.65
230VAC
1,600 W W -Th" 46 Itis
251A"
VSFHP165AUT' 1.65
230VAC
1,600 W 11h -21h" 461bs
251/4'
1734"M1
VSFHP165AUT
H
0
VSFHP165 PERFORMANCE CURVES
no
1
t a I
F t i j -j
wm
to
1734"M1
0 1• m N .0 aY M ry M w m .,. ... ...
FLOW GPM
1 Up to 70% quieter than traditional single -speed pumps.
' Actual savings dependent on pump horsepower, usage and energy costs.
' Does not include adjustable bases or user interface. Intended for use with AquaLink RS, AquaLink
PDA, or AquaLink Z4 control systems.
°Optional: Part # R0546400
=Always follow local building and safely codes for pipe sizing and guidelines.
02015 Zodiac Pool Systems, Inc. SL6210 Rev C 0415
NSF �[�j►� ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under
license. All other trademarks used herein are the property of their respective owners.
OPERATION FOR ALL SKIMMERS
Water is pulled through the skimmer by the suction of the pump. Water flow carries
floating debris into the skimmer where it is collected in the skimmer basket. The
floating weir creates a better water flow and increases efficiency. The water level of the
pool should be kept at least 2" above the bottom of the mouth of the skimmer to ensure
proper operation. To adjust the skimmer flow rotate the diverter plate on the float valve
or in the skimmer until the desired flow is achieved. In the instance of multiple
skimmers, rotate the diverter plate in each skimmer over the pump port to restrict and
balance the flow from each skimmer. To vacuum the pool, remove the float valve and
close the diverter plate over the main drain. Install the skimmer vacuum in the skimmer
and connect to vacuum hose.
OPERATION WITH DIVERTER PLATE
For full flow, rotate diverter plate completely open. To adjust flow, rotate over the
pump port until desired flow is achieved. To vacuum, either remove cover and basket.
Screw the hose adapter into the pump port. Fill hose with water and insert over the
hose adapter. OR insert the skimmer vacuum into skimmer on top of the basket.
OPERATION WITH FLOAT VALVE
If the water level drops below the mouth of the skimmer or if the basket is clogged and
no water can flow through it, then the float valve will automatically close over the flow DIVERTE
ports. This diverts all water flow to the pump from the main drain line. It prevents
possible air lock. When the pump is shut off the float valve will float back to the top of
the cavity, allowing normal operation to resume.
TO SWEEP/BRUSH: Divert all suction to
the main drain by holding the weir above normal operating level and allowing the float
to snap shut. Or remove the float valve assembly, close the diverter plate, and replace.
To reset the float valve assembly, turn off the pump for 10-15 seconds. The float valve
will rise to the top of the skimmer cavity.
TO VACUUM: Remove cover, basket and float
valve assembly. Screw the hose adapter into the pump port, fill the hose with water, and
insert over adapter. OR insert the skimmer vacuum into skimmer on top of the basket.
OPERATION WITH FLOAT VALVE & EQUALIZER CHECK VALVE
The Equalizer Check Valve Assembly screws into the main drain port and is used in
tandem with the float valve assembly. If the water level drops or if flow is restricted,
the float valve will snap down and the equalizer valve will open. This diverts all flow to
the pump from the equalizer line and prevent airlock in the pump. When the pump
is turned off, and the problem is corrected, the float valve will rise to the top of the
skimmer cavity and the equalizer will close, allowing for normal operation to resume.
D
rccw y
o-Rirx;�
TO VACUUM: Remove cover and float valve from the selected skimmer. Place the
vacuum plate over the basket. Fill the hose with water and insert over the hose adapter.
Adjust the flow from the other skimmers until desired suction is achieved through the Ae
vacuum.
EQUALIZER ,
REPLACEMENT PARTS & ACCESSORIES GUIDE
40
TO MAIN DRAIN
A WARNING
RISK OF HAIR OR BODY
ENTRAPMENT, DROWNING OR
DISEMBOWELMENT. EQUALIZER
FITTINGS CAN TRAP HAIR OR
BODY PARTS CAUSING SEVERE
t
INJURY OR DEATH.
PROVIDE MORE THAN ONE
SUCTION SOURCE IN POOL
SYSTEM AT ALL TIMES.
FOR RESIDENTIAL USE:
DO NOT USE EQUALIZER
LINE. PLUG EQUALIZER
LINE WITH PLUG USING
NSF LISTED PVC CEMENT.
-m-
m
0t10DO0" ""a""
DDBDDOflOfl^^1
0000D0�" 15
.�JflDDD
.JODDDDUD
ann000aooa
fir
1- COVER RETAINING SCREW
2- ADJUSTING COLLAR
3- COLLAR SCREW
4- COVER
5- FLOAT VALVE O-RING
6- DIVERTER PLATE
7- RETAINING SCREW
8- FLOAT VALVE ASSEMBLY O-RING
9- FLOAT VALVE ASSEMBLY
10- RETAINING SCREW
11- EQUALIZER GASKET
12- EQUALIZER CHECK VALVE
13- RETAINING SCREW
14- DIVERTER PLATE
15 -BASKET
16- FLOATING WEIR
WATER BOND & ZINC ANODE SKIMMER GUIDE
Water bond copper wire inside skimm(
area and meets NEC section 680.2 C.
OFFICE COPY
WATER BOND COPPER WIRE
Attach to equipotential bonding line with split bolt connector
SPLIT BOLT CONNECTOR
Inside skimmer zinc anode plate replacement P/N
25810-140-000.
HOW TO REPLACE
1. Remove nut from thread stud on zinc anode.
2. Lift up the copper wire connector and remove zinc anode.
3. Replace zinc anode, reinstall connector, nut and tighten till
snug.
0813sb CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 1 WWW.C-M-P.COM
.an r,,,niq
/`'-V -C
INSTALLATION MANUAL
ENGLISH I FRANCAISI ESPANOL
Jandy Pro Series
Underwater Pool and Spa White Lights
FOR YOUR SAFETY - This product must be installed and serviced by a contractor who is licensed and
qualified in pool equipment by the jurisdiction in which the product will be installed where such state or
local requirements exist. In the event no such state or local requirement exists, the maintainer must be
a professional with sufficient experience in pool equipment installation and maintenance so that all of
the instructions in this manual can be followed exactly. Before installing this product, read and follow
all warning notices and instructions that accompany this product. Failure to follow warning notices
and instructions may result in property damage, personal injury, or death. Improper installation and/or
operation will void the warranty.
OFFICE COPS'
PAGE 12 Jandy° Pro Series Underwater Pool and Spa White Lights I Installation Manual
POOL WHITE LIGHT
ASSEMBLY
POOL WALL
SPA WHITE LIGHT
Power Niche
Cord
ASSEMBLY
SPA WALL
OUnscrew pilot screw
and pull top of Ilght
P*owe
aUnscrew top of sl ht
P
assembly away from
P g
away from
pool wall
Bondi
Spa
P
Bonding
ca
cable
PILOT SCREW
PILOT SCREW
O2 Push upon
light assembly
Push up on
bottom of
POSI
light assembly
POSITIONING TAB
TAB LOCATOR
rigure i, rcemovtng the cool and Spa White Light Assembly for Lamp Replacement
Reassemble the fixture as follows:
a. If not already done, remove the gasket from
the glass lens and install a new gasket, Jandy
Pro Series Pool Light Gasket (P/N R0451101)
and Jandy Pro Series Spa Light Gasket (P/N
R0400501), on the lens.
NOTE A new lens gasket must be used each
time the light is reassembled.
b. While holding the fixture upright, place the glass
lens with the gasket on top of the fixture. Please
note that the lens gasket is not symmetrical.
Therefore, it must be installed correctly so that
the lens can seal to the fixture housing. Place the
gasket on the lens so that the thick molded side
of the gasket will mate with the housing when the
lens is installed. See Figure 11.
Align arrow of the lens
with pilot screw
Position the lens and gasket on the fixture. Place
the face ring and the top clamp over the lens and
align the pilot screw with the small arrow mark
on the face of the lens. Note that the small arrow
mark on the face of the lens and the pilot screw
of the face ring must be aligned with the arrow
located on fixture label that reads, "Arrow on this
label must line up with the pilot screw on the Face
Ring". See Figure 8.
d. While holding the aligned face ring assembly and
fixture together, turn the assembly upside down
and set it on the old gasket, using the old gasket
as an assembly fixture. This will keep the lens and
gasket assembly from being pushed out of the face
ring while you secure it to the light fixture.
e. Spread the bottom clamp over the electrical cord
and slide it onto the back of fixture to the top
clamp. See Figure 8.
Align pilot screw with arrow
located on fixture label
Figure 8. Alignment of the Lens, Face Ring, Housing and Clamps for Pool White Lights
THE HEAVY-DUTY
STANDARD FOR MAXIMUM
PERFORMANCE
AquaPure® salt -water sanitizing systems use salt -water
to deliver high-performance commercial -grade water
sanitation with uncompromised performance, reliability,
and hydraulic efficiency.
» Robust Features
• Automatic self-cleaning feature, which ensures consistent
operation and extends the life of the cell.
• Professional -grade, ruthenium coated titanium electrodes for
long-term reliability.
• Exclusive Tri -Sensor technology — reliable electronic water
flow detection to ensure maximum performance.
• Digital salinity read-out for accurate salt level indication
• Flow, temperature, and status readings provide instant feedback
on the current operation.
» Easy Integration
Seamless communication with AquaLink® Control systems,
enabling easy monitoring of -salt levels and convenient, precise
sanitizer output settings.
When combined with PureLink'" power centers. AquaLink and
AquaPure work together for the ultimate in pool sanitizing and
remote operation convenience.
• g Zodiac Pool Systems, Inc.
2620 Commerce Way, Vista, CA 92081
1.800.822.7933 1 www.ZodiacPoolSystems.com
...................................................
Zodiac Pool Systems Canada, Inc.
2115 South Service Road West, Unit #3, Oakville, ON LbL 5W2
1.888.647.4004 1 www.ZodiacPoolSystems.ca
OF F ICE COPYOUAPURE
Water Purification System Aq-. .
Zodiac* 2" x 21h"
universal unions
""`— Digital salinity reading
Ruthenium coated
titanium electrodes for Flow, temperature,
Long-term reliability and status readings
Exclusive tri -sensor
technology
Commercial -grade
construction
Installs horizontally or
vertically, in-line or as a
900 elbow 1 Aqu Llt re
Meavy -duty, powder -
coated steel enclosure
Easily integrates with
AquaLink• and iAquaLinko
Automation Systems
Removable Tri -Sensor and
cordset assemblies for
improved servicability
SPECIFICATIONS 'N
Model PLC700 Pt 01400
Pool Size` Up to 1200 Gallons Up to 40,000 Gallons
Input 120 YAC, 50/60 Hz, 1.5 AMPS 120 VAC, 50/60 Hz, 2.5 AMPS
240 VAC, 50/60 Hz, 0.75 AMPS 240 VAC, 50/60 Hz,1.25 AMPS
Out ut 22-30 VOC 0 3 AMP5 maximum 22-30 VDC 0 6 AMPS maximum
Chlorine 0.6251b./24 Hr. 1283 m/24 Hr.) 1.251b./24 Hr. (567 m/24 Hr.)
ecommende 20-120 GPM 2D-120 GPM
Flow Rate
'Pool sizes are generalizations and may vary with environmental
conditions. Pools with greater exposure to sunlight may require greater
chlorine production capacity.
CHARTHEAD LOSS
Exceptional Hydraulic Efficiency
0.8
02012 Zodiac Pool Systems..enc. SL6605 Rev 10912
ZODIAC® sa registered trademark of Zod'uclnternernarwnal, SA.S.U., used under license.
All other trademarks used herein.are the property of their raspective owners.
in
ut
J
d
x
U. d
tv
0.00 20.0 40.0 6U.0 ov.0
Flow 10m)
Lower head loss = more efficient
Rollo Aviv
Always plumb and Install,all augrdin� to ail Y tng cages that ap�rlYiyiour.'
WARNING: The suction fitting and fasteners should be inspected for damage or tampering before each use of the facility. If the fitting/cover breaks, is damaged, or is
missing, shut the system down immediately. Missing, broken, or cracked suction fittings must be replaced before using this facility. Use of the system with damaged,
loose, or missing covers may result in serious injury or death.
WARNING: Never exceed the maximum allowable flow rate stated on the suction fitting. In the event that one suction outlet is completely blocked, the remaining
suction outlet(s) serving that system MUST have a flow rating capable of the full flow of the pump(s) for the specific suction system.
CAUTION: Children should never be left unattended at any time in a swimming pool, spa, or bathtub. Be sure the temperature of the water never exceeds the
manufacturer's recommendations.
The maximum flow rating for this suction fitting with 1.5" plumbing is 118 GPM (Wall) and 140 GPM (Floor). The maximum flow rating for this suction fitting with 2"
plumbing is 118 GPM (Wall) and 150 GPM (Floor). This suction fitting is 40 HEAD LOSS
designed for installation on side wall or floor of hot tubs or pools in conjunc- (PAX 10' >
tion with at least one other suction fitting per pump. DO NOT adapt suction
fitting to any pipe size smaller than ASTM 1.5" SCH 40 PVC. Field built sumps 20
should be constructed per ANSI/APSP-16 Figure 2 (see below) found on page
5 of the Standard. Contact your local pool and spa professional for all
w12terizing instructions and recommendations. Open area of cover is 14.57 0100 130 160
FLOW (GPM) 70
in . Results may vary- this data is provided for reference only.
Tools Needed: Phillips Head Screwdriver
INSTALLATION INSTRUCTIONS
1. Install sump provided or construct sump per
ANSI/APSP-16 Figure 2 (see below)
2. If mounting frame is provided, secure it in concrete or plaster.
3. Use mounting screws to secure cover to frame or sump.
15Omm. Dmin.
0
D min.
O min.
tb O min.
D
(4 a -hold. "'nim O pp..
OafMI d1. Orn, sham ane nle.nuna
td ab irr5rL-Jin"-su lmdit" �^•
Dmm
7.5 O min.
,
a
,
Dmin.
s
Dmin Orrin
is Orrin.
D
D
INSTALLATION NOTES:
1. Mount suction outlets on the wall or floor. DO NOT locate suction outlets on
seating areas or on backrests for seating areas.
2. Always use multiple suction outlets. DO NOT use with single drain applications.
REPLACEMENT PARTS
*Replace within 7 installed years or immediately upon evidence of degradation or damage.
'Y indicates color using digits 0-9, see catalog for color reference
25513-26X
Sump 25513-250-010
Plug 25513-250-020
Cover 25539-7XX-011
Screw 61004-083-212
25513-6XX
Sump 25513-110-010
Plug 25520-050-010
Cover 25539-7XX-011
O -Ring 26100-580-355
Screw 61004-083-212
25516-4XX
Sump 25516-300-010
Extension 25516-000-020
Plug 25513-300-020
Cover 25539-7XX-011
Screw 61004-083-212
25539-5XX
Frame 25539-000-020
Cover 25539-7XX-011
Screw 61004-083-212
25513-4XX
Sump 25513-300-010
Plug 25513-300-020
Cover 25539-7XX-011
Screw 61004-083-212
25515-5XX
Sump 25515-010-010
Plug 25520-040-010
Cover 25539-7XX-011
Ring 25532-70X-000
Gasket 25515-000-011
Reducer 25520-020-000
Screw 61051-052-028
25516-5XX
Sump 25516-000-010
Extension 25516-000-020
Plug 25520-050-010
Cover 25539-7XX-011
O -Ring 26100-580-355
Screw 61004-083-212
25539-6XX
Frame 25539-100-010
Cover 25539-7XX-011
Screw 61054-048-019
25513-5XX
Sump 25513-010-010
Plug 25520-050-010
Cover 25539-7XX-011
O -Ring 26100-580-355
Screw 61004-083-212
25516-26X
Sump 25516-250-010
Extension 25516-000-020
Plug 25513-250-020
Cover 25539-7XX-011
Screw 61004-083-212
25517-5XX
25518-000-010
25539-7XX-011
61050-048-025
25548-5XX
25532-70X-000
25539-7XX-011
61004-083-212
Use with single drain applications will void any and all warranties.
3. When using two or more suction fittings on a common suction line, suctions must be separated by a minimum of 3 ft or they must be located on two different
planes (i.e. one on floor and one on the wall).
4. To reduce the risk of drowning from hair and body entrapment, install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of
your system by at least 25°x. Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death.
5. CMP drain covers are only certified for use with CMP sumps and frames. Do not mismatch with parts from other manufacturers.
AN
D
Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting. Keep hair and clothing a
minimum of 12 inches from all suction fittings and drains at all times. Entrapment against the suction fittings can result in drowning or
other severe injury. Never sit on or lean up against suction fittings.
0713sb CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 1 WWW.C-M-P.COM
r��
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
pC)0L I S -�o33
Date o6 f Revision to Issued Permit_ Corrections to Comments_ Permit # ! V 00 3�
Project Address ! L) l5 U rrl OW TCJIC-
Contractor / Contact Name J O Y� c- a
Phone 11.07 ;,q � ';-6
Description of Proposed Revision / Corrections:
Dit
Email c iJ r ` S u V'Z5 i1 o ( ,
e.iPo SKA
V�GtrC�s�5ur-�5i�cpools, GO""'_
surVeLi �vlow,l'.' AlMeK51onz /)0(
Additional Increase in Building Value $
By signing below, I
(printed name)
Permit Fee Due $
co) e, rah (;->
Additional S.F.
affirm the Revision is inclusive of the proposed changes.
Signature of Contractor/Agent (Contractor must sign if increase in valuation)
(Office Use Only)
Approved _ Denied
Revision/Plan Review Comments
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Date
Not Applicable to Department
Reviewed By
`�-�6-lg
Date
4,- " IVEP CITY OF ATLANTIC BEACH
s 800 Seminole Road
iAtlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date q/10/)101Z Revision to Issued Permit Corrections to Comments IV/ Permit # FOO L 19 - 0033
Project Address
eac
Contractor / Contact Name S iti OLVIL S P aS
Phone 9 0q- 21+ ( -2—(,1(,
Description of Proposed Revision / Corrections:
Email 4�GL►' c�Sl,� rc�s►�C2.'�0�5 . rle
Permit Fee Due $
n � asev►►te-►`� - �, i P.lils � ov��
Additional Increase in Building Value $ Additional S.F.
By signing below, I (441c"o K'- 116(1 affirm the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date
Approved _ /
Revision/Plan Review Comments
Department Review Required:
ildin�
Tre inistrator
ubli
Public Utilities
Public Safety
Fire Services
(Office Use Only)
Denied Not Applicable to Department
Date
BUILDING INSPECTION DIVISION
�t+l
lick Florida Begins.
REVISING ACTIVE PERMIT FORM
DATE: 9/10/2018
TOR NAME- LAMOLINARA
ADDRESS: 1883 ATLANTIC BEACH BLVD
PERMIT NO: POOL 18-003
(BUILDING PERMPP)
CONTRACTOR: SURFSIDE POOLS & SPAS
PHONE NO: 904-246-2666 FAX NO:
ARCHTECT/ ENGINEER PHONE NO:
FAX NO:
BUILDING PLANS EXAMINER;
REVISIONS FOR:
PLEASE INDICATE
BUILDING YES
LANDSCAPE YES
PLUMBING YES
FIRE MARSHAL YES
MECHANICAL YES
ELECTRICAL YES
SUBMITTED BY: MARCUS MEDLOCK
PLANNING and DEVELOPMENT DEPARTMENT
214 N. Hogan Street, Room 273 Jacksonville, FL 32202 Phone: 904.630.1100 1 Fax: 904.255.8552 ; www.coj.net
COMMENTS
NO
YES NO
NO
YES NO
NO
YES NO
NO
YES NO
NO
YES NO
NO
YES NO
SUBMITTED BY: MARCUS MEDLOCK
PLANNING and DEVELOPMENT DEPARTMENT
214 N. Hogan Street, Room 273 Jacksonville, FL 32202 Phone: 904.630.1100 1 Fax: 904.255.8552 ; www.coj.net
syLar City of Atlantic Beach
Building Department
l 800 Seminole Road
Atlantic Beach, Florida 32233-5445 A U93 9 2'1")'
Phone (904) 247-5826 - Fax (904) 247-5845 ..
E-mail building-dept@coab.us
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building Department.)
Date routed: O Z
APPLICATION REVIEW AND TRACKING FORM
Property Address: 12 9 3 A`Hotti-f' c eCi.G/'1
Applicant: -SLl jr4 & iJc 'Poo s
Project:'Poo/
Department review required Yes7 No
Bu'
tannin & Zonin
Tree Administrator
Public Wor
Public Utilities
Public Safety
Fire Services
rRe iew 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.
Denied.
❑Not applicable
(Circle one.)
Comments:
BUILDING
PLANNING & ZONING
'
Reviewed b :
Date:
TREE ADMIN.
Second Review:A
pp roved as revised.
[]Denied.
[-]Not applicable
PUBLIC WORKS
Comments:.
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:.
` Date:
FIRE SERVICES
Third Review:
❑Approved as revised.
[]Denied.
[]Not applicable
Comments:
Reviewed by:
Date:
Revised 05/19/2017
PUBLIC WORKS PLAN REVIEW COMMENTS
Date: 9/7/18 Applicant:
Permit #: POOL18-0033 Email:
Review Status: DENIED Property Owner:
Site Address: 1883 Atlantic Beach Email:
CITY OF ATLANTIC BEACH
Department of Public Works
1200 Sandpiper Lane
Atlantic Beach, FL 32233
(904) 247-5834
Surfside Pools
Bary@surfsidepools.net
David Lamolinara
Not Provided
THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS
Correction Items must be submitted to the Building Department at 800 Seminole Road.
Submittals that respond to only one or a few correction items will not be accepted.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions must be submitted to the Building Department and must respond EACH department review.
PUBLIC WORKS CORRECTION ITEMS: �P
• Provide detailed plans of pool and deck. VED
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
• 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 Erosion and
Sediment Control Inspection prior to start of construction.
• All runoff must remain on-site during construction.
• 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., Republic Services, Donovan Dumpsters). Container cannot be
placed on City right-of-way.
• Full right-of-way restoration, including sod, is required.
• All runoff must remain on-site. Cannot raise lot elevation.
Scott Williams, Public Works Director swilliams@coab.us / 904-247-5834
Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way
of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision
sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that
sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each
set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings Complete new sets
of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY
OF FINAL PLANS SUBMITTED FOR REVIEW.
Page 1 of 1
O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0033 (Surfside Pools).docx
/ SITE PLAN
LOT 55 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT HOOK 67. PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
GRAPHIC SCALE ______._.
-:iRYE 'AALE
TO Com"
28.87�-
rn
� � r
w �
rr �
w
t0 U
t
DENOTES PROPOSED WOOD
DENOTES PROPOSED CONCRETE
DENOTES PROPOSED PAVERS
DENOTES CHEMICAL TOILET
DENOTES FUTURE 4- TREE
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ODRm Mary .M .x. �I.aA.*v 11[9a.iry0 n(a[ryry .5 .br +w .��5 nflDen x.gi.�5 on .m.4�.nwN iixES a .v. r'EOC'nN. cr. rt. a[adw.. A incx .mxC.. aWap. uw± ryr•ngrAx d
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a>'rwx N aEMxy .rt nx+ xca sa rtM i�niF ii �roDMmacl
P�ARm FOR:RiVERSIDE HOMES CSRTUM TO: RIVE
6: BARTRAX TRAIL 19URVSYING. INC.
LAND sONTslOHB — nILKICIM — IAM DS/HlpPEM ew�o6ruef9 /�'\�
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(Dos) a!�-2Zae
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g COPTSIOHT 7. Role
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_ ....__.../A _._...__._......_......_..__ me mq!noI rcix0 »oi of a Fla�tic �kn^»tl wrveyn• awe e
't+'JMAS R HUGHES. ^'^Foes i3N-11-0.7y
R.:.. S.
`;7 . OE ILORiUA. LICENSE NUM0E4 .5 3507 d.wM 9�^. sTx
P+FCxFD e`^ 0eG SHF.'___I _
e^ ywv x•
IN rm
. _. .
1 inch s 30 it.
:Mn{:R�IUL)+ ceatuacE
ai%kN p h T .J 4 F . _...
_,.
_". i sa
ITi ear o eve 1
jW 1n Ti fk 6S 4a
_
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v
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4n 6. 5a. r
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DENOTES PROPOSED WOOD
DENOTES PROPOSED CONCRETE
DENOTES PROPOSED PAVERS
DENOTES CHEMICAL TOILET
DENOTES FUTURE 4- TREE
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{ } DENIED
rrxd ! SMD NY F MprD .dam { } NOT APPLICABLE TO DEPT
a>'rwx N aEMxy .rt nx+ xca sa rtM i�niF ii �roDMmacl
P�ARm FOR:RiVERSIDE HOMES CSRTUM TO: RIVE
6: BARTRAX TRAIL 19URVSYING. INC.
LAND sONTslOHB — nILKICIM — IAM DS/HlpPEM ew�o6ruef9 /�'\�
1e01 comm ROAD ala sorts No. toe vos) 8ea—asss
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(Dos) a!�-2Zae
CLNrVICATs OP AOTHORMATION LH /e l
g COPTSIOHT 7. Role
FRCRr CFRT t sen NOTATION
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_ ....__.../A _._...__._......_......_..__ me mq!noI rcix0 »oi of a Fla�tic �kn^»tl wrveyn• awe e
't+'JMAS R HUGHES. ^'^Foes i3N-11-0.7y
R.:.. S.
`;7 . OE ILORiUA. LICENSE NUM0E4 .5 3507 d.wM 9�^. sTx
P+FCxFD e`^ 0eG SHF.'___I _
ECEIVE
ITY OF ATLANTIC BEACH
800 Seminole Road
SEP 2 7
2018 Atlantic Beach, Florida 32233
(? Z 7 68
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
_ fD6Ot' I S -.DD33
%1 d
Date :IZf Revision to Issued Permit Corrections to Comments_ Permit # )S' 00 3
Project Address 1 p iS D". (A -H a ,tic -
Contractor / Contact Name J O k y� C, -SC-6
Phone Gw7 ;� q (o - Z 6 (o 6 C 117
Description of Proposed Revision / Corrections:
surve Li
Email� S r&g5 ile, Ono k- , co bV>.
�"jGt rC L4.5, 0 -�' Si JC P00 1 S , Gower
r�ir+�iL'N.S�O`ls I
Additional Increase in Building Value $
By signing below, I
(printed name)
Permit Fee Due $
rwerayQ-
Additional S.F.
affirm the Revision is inclusive of the proposed changes.
Signature of Contractor/Agent (Contractor must sign if increase in valuation)
Approved
Revision/Plan Review Comments
Department Review Required:
Building
Planning & Zoning
ITre rator
ublic Works
s
Public Safety
Fire Services
(Office Use Only)
Date
Denied Not Applicable to Department
evie ed By
...... ......
_ _ _ __ _-
-- 1,a�
1'
����'_y �
_�5
�,�� _rz y �1/
Q Q/1 /� �/ o y76�o
3' 0" MINIMUM
3" TEE
-
3"PIPE 3" PIPE
3" X 2'/z" RED.
BUSHING
E-2'/2" TRUNK
TO EQ.
LEGEND
= 40OW 120V WHITE LIGHT
Eb = WALL RETURN
= CMP SKIMMER
= STUB OUT FOR CLEANER
® = UMBRELLA HOLDER
O O = NOVA DRAIN
!V
r
r
POOL 30'-0" X 15'-0"
W/ STUB OUT FOR FUTURE CLEANER
AND 3 ALL RETURNS
POOL W/ STUB OUT FOR
CLEANER & WALL RETURNS
FILTER SCHEMATIC
(NTS)
■
INSULATED BOND WIRE IN
CONDUIT FRO LIGHT NICHES
THROUGH DEK BOX. LIGHT -
GF I PROTECTED.
PLUMBING LI E FROM POOL
SKIMMER TO PO L EQUIPMENT
FLOW SWITCH
AQUA PURE 1400
EXISTING
STOOP
0.0.
-8"
NEW DECK TO
I
RECEIVE STANDARD
W
PAVERS
ALARMS UP TO POOL SAFETY CODE.
STANDARD TIE ON
+12"
1
;
M
v
1
0
1
�NC�
•
DIMENSIONS TAKEN FROM
1
z
OSE BIB 1 1
1
1
PLUMBING LINE FROM POOL
1
1
1
1
$
z
1
T-0"
EEF
5'-0"
EQUIPMENT
— — —
POOL
1
EEF
N
G._'.
-_c
M
L:J
ALARMS UP TO POOL SAFETY CODE.
STANDARD TIE ON
+12"
1
;
SEE DETAIL
1
0
1
GRADE
DIMENSIONS TAKEN FROM
1
1
OSE BIB 1 1
1
1
PLUMBING LINE FROM POOL
1
1
1
1
$
IN DRAINS TO POOL
1
T-0"
EEF
F
11
11 1
11
11
1 UMBRELLA 1 �=
ANCHOR 1
AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
Florida Building Code 51t^ Edition (2017) Residential
Conforms to Chapter 42
GRADE &
2014 National Electrical Code
• NO OVERHEAD ELECTRIC IN POOL AREA
• NO UNDERGROUND UTILITIES IN POOL AREA
• FINISH GRADE TO SLOPE AWAY FROM POOL
• VGB COMPLIANT MAIN DRAIN
• DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL
• GROUNDING & BONDING DETAIL
THREE-TIER RAISED
SAFETY BARRIERS:
24" H ER DENT
SCREEN ENCLOSURE AND WATER
WATERFALL
_GLASSTI EON FRONT,
ALARMS UP TO POOL SAFETY CODE.
STANDARD TIE ON
+12"
SIDES a BACK
;
SEE DETAIL
J
D
W
-7"
1
GRADE
DIMENSIONS TAKEN FROM
r
EDGE OF WATER TO
OSE BIB 1 1
PROPERTY LINE
1:4 �• �;; 0YT=P W M81MCa$ .+ 1
1 _ a WTSIG.FI3fULIJ�413E 1HEATER
EXISTING
A/C UNIT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
+611
REVISION: 09-10-2018 MCM
DECK SIZE REDUCED DUE TO
EASEMENT
DIMENSIONS ADDED
THREE-TIER RAISED BEAM DECKING WITH
24" SHEER DECENT WATERFALL
GLASS TILE ON FRONT, STANDARD TILE
ON SIDES AND BACK
FRONT VIEW
1
(� FORM PLUMBING LINE
24" FALLS..X
` 28" NOTCH FOR PAN
\.6
+12"
1
;
GRADE
J
D
W
1
�
-
r
N
OSE BIB 1 1
1
1
PLUMBING LINE FROM POOL
—ICT BOX 1 1
1
IN DRAINS TO POOL
Q
EQUIPMENT
— — —
POOL
1
1
~EQUIPMENT
1
1
1:4 �• �;; 0YT=P W M81MCa$ .+ 1
1 _ a WTSIG.FI3fULIJ�413E 1HEATER
EXISTING
A/C UNIT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
+611
REVISION: 09-10-2018 MCM
DECK SIZE REDUCED DUE TO
EASEMENT
DIMENSIONS ADDED
THREE-TIER RAISED BEAM DECKING WITH
24" SHEER DECENT WATERFALL
GLASS TILE ON FRONT, STANDARD TILE
ON SIDES AND BACK
FRONT VIEW
lLL
Q
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ADD 4" X 4" POST TO
(� FORM PLUMBING LINE
24" FALLS..X
` 28" NOTCH FOR PAN
\.6
+12"
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SITE PLAN
LOT 55 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS CORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
GR PHIC SCALE
30 0 15 30
( IN FEET )
inch — 30 M
M ASUREMENTS ARE FROM
POOL WATERLINE TO
PROPERTY LINE
_SALE: 1/30" = 1'
ARRIERS:
FENCE ?a ALARMS 5'g6� 2s.61•
\ 48.00'
\
� (A 10
rn
J \
W
o
Ar,l
7.66'
N4
® DEN TES PROPOSED WOOD t4
0 DEN TES PROPOSED CONCRETE
DENOTES PROPOSED PAVERS
DENOTES CHEMICAL TOILET
�i -- DEN TES FUTURE 4- TREE
tae a NO
Ar.�r
AEIASEO ON TME aNTERLOX OF ATLANTIC BEACH ORnC AS ENG S0911'S3-E.
3Lv mss 9i0rt1 HEREDN ATE BASED ON NAW ISOsThe
HLTREON LIC 111laN FLOW ZOFE 'x, AS DUlcTTD ON M rtooD N51AAfICE RATt YAP (ra. S COMMOFFPOTr
OF
f3R . MAPOOD ZONES SWWN ON T"S TE PLAN
S AND ME fOR� ONLTED. aft 1 �ITKi HE rI ORMA1tON MIO OQJKArlom'f ON "ITS SITE PLAN ARE
VALID ONLY FOR 0 TES UP TO MID "CLUONO AE DATE or THIS Sort PLAN. THERE WAY HAVE GM SuBS&OLENT REVISIONS MSR
ON
REPOSITORY DATE IIIAT tWq SAID wfoRWAWc
T. Cllr Or MS oft" BE MADE TO THE OMHA"TT'S FLOOD PLANE YANAGEIENT
EACK
4 1L00D YAPS /iREON ARE BASED ON NAUO 1916.
s. NO FOUROATIONS OR UTtUTWS ! No IMPROVOJEMM OTHER THAN MDSE 9tOM1 %TAE LOCATED UNDER THE SCOPE
err Fres SITE
6 ADDITIONS. nQiS AND/OR ANY WRITTEN INFOPMATION ADDED TO 1/115 MAP '01098 REPORT IS PIM"SrEll AND 1S NOT
Aut"OlItuo er SONNG SlAvEYOR.
7. TICS WAP IS N r0 NE VIEWED AT A SCALE OF I' -3(r OR SMALLER
6 ENTRIES t PA DEPICTED AS Exixom0 s1To INE BUILDRIG REsmeTON Lrs15 MOST REMAN U"COVpMD f NOT EN0.OSED
S. UPLAND OL:Y ADJACENT TO wETtHMV.oTHEREOF.
NATURAL. VEGETATIVE. APO UNCISAAMED
10 04MEN'90NS N FEET AND DEOYAL ANTS
tt. 9AT
SIM K Otey FOR Tic L.AFIDS As DESmew IT IS "Or A CERTIFICATE OF hTLL ZONING. EASEMENTS OR FREEDOM or
EHCANCES.
IX
12. SITE PL *AS mar 1NiENOCO TO DEIAEAiE OR OEfet ANY tuETLANOs. ENMRgNME14TALLr SENSPDV£ AREAS. stOU/F
AItf tatBILI TINGRP�nOKA IMSR(Of ANY
b icitAL STAoo? TW ��r 0a ���60APO. ANO tOiie�►1 QI oAND rHER t?LnTr
13. UAC55 A ARSON IS NAGE. WEASUED OEANNGS ANO DISTANCES AI(E OQ111CAL Mm KAt VALLIf.S.
14. TWS SITE PL IS BASED ON INFORMATION AS PACUM By nE CUENr
ti 01,01,0640MA;sik01E/10+T TIES AS DEPICTED IIEROOM ARE POOr01RRJIA TO THE PARCEL PIOPOLfr LINES U4ES5 OhtRAI`Z
NOTED. ALL DES ARE SHOWN TO IRE FOUNOADON.
16. PLEASE ro THE PLAT FOR ADDITIONAL am MAT WAY AFFECT Ails LOT.
17, THIS IS NOT (KAROARY UPYEY.
16. PUW. StDE S DEPICTED .HEREON AK BASED ON THE CCRSIRUCiIQL PLANS THEY ARE 5}101x1 FOR NfOft"110MAL PURPOSES
ONLr ANO ARE N T TD BE REUEO UPON FOR CONSIT=TION. FOR CORRECT LOCATION ANO/OR 00 60111 Tt1 m TO TLE MOST
CuRQ01T SET Or TIWCT10h PLANS itIM IS A MANNAN 271 SLOPE ON ALL 4DE"LUX1^ ALL SIDE"W" AM ftnTWORH SHALL.
AT A VDIMAIL dApt7tT ouvAL t011ltY AND ADA STAhOARCS CROSS POPES SHALL BE RO YORE THAN 21 THE PORTION OF
THE 51DEMALIL @AIKVEASES TMOUOI THE ONVEjMV APnQ1 SHALL ALSO WEFT 1M RST. ALSO. PLLAU 1101E MAT
UTILITIES (Yfipt )CS. VAL.VCS. CTC) SHALL NOT EE vMALLiD MTraN THE SOCOAUC
19 OSAIM S TURES OET4CRO YAr YAR' e1 S1ZL REFER ro ENDINIX) INO PLANS FOR
cORRCCT OsEMA0N5
20 A/C ADS ST MAINTAIN 2- AWAY FROM ANY PROPERTY LAE AM CAN NOT ENCROACH INTO A ORAfmA4E EASEMENT DUE TO
OR
RCM ON A SIC PLAN - NEW SITE PLAN (5/23/17) (OOM/OBG)
PREPARED ,FOR: RIVERSIDE HOMES
41b y / \ ,
11.41
MPEF
.LOT
C
�•�`O
+ qs
Y
5.00' 14.23'
54
'EWAY/SW:
ERED PATIO:
L/COPING/DE
>,L:
10,6
2,11
1,06
= 35.22%
PER An, n mSN FLOOR ELEVATION
MUST BE 24' ABOVE CRAOE
"SETBAOM"
FRONT - 20 FEET FROM FACE OF CARACE TO BACK OF RR.11T Or MAY AND
I$ FT3T FROM BIALOWS FACE CR PC" TO BACK Or Rf6HT OF WAY.
CACO'r CORMR/OoUo XJ rRONTAOC LOTS. rook WOCH TME NCh-ADDRESS
MMT/SiOE 1Ms•uM rAM SNAtt BE 10 FEET FROM GARAGE OR BUIDING
FACE t0 BAOt Of fb01T of tMr.
BREAKDOWN500
CURVE TABLE
CUttlt
RADIUS ARC LENOTII 01%0 ORCCTICN CROTID LENGTH ORTA
Cl(P)5000
3780 NS'54'5" 3672 43MVC2'
CW)
170.00 1 113.14 1 1416.24171► 111.06 30'OT56-
"SETBAOM"
FRONT - 20 FEET FROM FACE OF CARACE TO BACK OF RR.11T Or MAY AND
I$ FT3T FROM BIALOWS FACE CR PC" TO BACK Or Rf6HT OF WAY.
CACO'r CORMR/OoUo XJ rRONTAOC LOTS. rook WOCH TME NCh-ADDRESS
MMT/SiOE 1Ms•uM rAM SNAtt BE 10 FEET FROM GARAGE OR BUIDING
FACE t0 BAOt Of fb01T of tMr.
BREAKDOWN500
TOTAL LOT AREA
10.826 Ser. Ft
R TO t31RB
488 So. ft.
OR053 e00
1. 14t.
OUNOATION SLAB
3.826 Sao Ft.
881 Sq. iL
65 Ser Ft
REA
r
O fLft
GARAfhf B Sq. FLR SLAB
SERVATKIN 0 Sp FL
NET efYf AREA
4:1193 -
6.121 Sq, ft.
cm=nn To: RIVERSIDE HOMES
IMPERVIOUS COVERAGE
sOM MOUS q rL I LOT Ser. FL S
4.639 S6 fl 101126 Sq. f t 42.ax
BUILDING COVERAGE
COHERED Sq IT LOT Sq. FLz
3.077 Sq. rt. I ICA36 sq Ft. 8567[
: 'aIwWon ro "'°""M-�' "Me-A.�'.-..-"'... BARTRA� TRAIL SUR'`TEYINGo INC.
.lspsl oust er w - ihiw Nur 1Aw
. tomos •..w r ..ww..rr. �.'
...w1...wT ..-..L ........ «..... LAND SURVEYORS — PLAN m — LAND DEVEtAP1LENT CONSULTANTS
1601 COUNTY ROAD sib SUM NO. 1OCE804) 564—$224
....I.I . ..e.1K - 11041113 GRB6N COVE SPIGNG3. FL um FAX (906) 2e4-2208
I > ax. ' Nw w �rw�s e.. p.s .sumo r..w• CREFjCATE OF AUMOMATION 12 #M1
COPYWORT 0 8018
� .� •..nr A.rr..
NOTATION. rMAA1. ROOD ZONE X (N/A)
.rovm 1 HEREBY CERTIFY. that this survey graphically represents The survey hereon -os mode without benefit of abstract or M/ ELEVATION-
tram.11,c. the results of o field survey made under my responsible search of title. and thetefore the undersigned aid SorPANT1
direction and complies -ith the latest Standards of rroa sw.eylnq me&e no 0"timeoUane rtwdina Information 120077 o406N B/3/13
-WASInaAw ooesla Practice for Survey% as promulgated by the Florida State snaun or not shown hereon Pertatming to easements, claims
ss- Aa
:4$iiSitYweO , Board of Professional Surveyors and flappers. Choptef of easements. R'hgfds-o(-woy. setback I'hnee. ovedaps.
,mom Pa. .!!M �_ ►.�„ 51-17 FAC. Pursuont to section 472027. Flaido BatmWory Line di30ute5. agreements. rewvotions of other N/A
. Lw.h1s statues, subject to all notes and notations shown hereonwRor molten which may appea in the obstroct, or search
. wrNM1 M .NMI P4MbM� K.II®
ffr eYtI1MrtY/A
:4s urwh
OATS
' ...,_..� � N/A N/A This curves is eP res aHd certified For the exclusive use of 10/20/16 1'=Z.30'
F1EL0 WORK COYPtETEO MAP ORICWALLY SIGNED the client namededhereat and the survey mop and report of
p _ p� + • "' the copies thereof are not Veld without the signature and PROJECT MO.: REVISION:
\ N/A the orlginal raised sed of a Florida licensed surveyor and 1349-16-035 A
THOMAS P HUGHES, P.LS maw
\\ STATE OF FLORIDA LICENSE NUMBER LS 3507 DRArt er: STH E3fECKED DIY: 08G SHEET 1 OF__L_
AS
Sao
SITE PLAN
LOT 55 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
RDED IN PLAT HOOK 67, PAGES 132--137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
APHIC SCALE
0 15 30
( IN FEET )
I inch - 30 fL
EASUREMENTS ARE FROM
POOL WATERLINE TO
PROPERTY LINE
SCALE: 1/30" = V
IiTTi DEN
DEN
DEN
D DEN
j - DEN
Lx.,tit:aN- .'1Er.
t. GEARViGS ANE
2 CRAINAGE CLJ
ir4 LANOS 51
MAt-:A 129077,
ThE F.E.M.A ill
VALID Grit EER
THIS DATE 1HAT
4EPOSTCAY, DEP
4 ftoco NAPS,
S. ND UNOCAMC
or Tits SITE PL,
L ADoYMN;, OE
AtlNCRIZED UY
7 TILS UAP is
e ENTnES a PA
3 uPtAAD ev"I
10 DIMENSONS i
II tits ult PU
v.CUM'J4At10E$,
12. THIS SITE PL,
HAVIATS CR ,Ay
AND ANT Luba11
13. 0?4C % A CC
14, TN:$ S1ri PL
to DULD IND ANC
NOTED. ALL DUtll
16� PLEASE REFE1
17. Ties IS Not
16. PL,.%W- WEI
OF&Y AND ARE N
CURRENT SET Or
ATAUnUAKM
TME %OEWALN *
unuTics (uMA
19 ORmmAGE Sn
A
COMMUNITY
DFvE��PM
N/ENr
D'e
�D
11.47'
7.66'—.
\ P,AN
BARRIERS:
FENCE
ALARMS 4 57 oo`(p5 z L61J
48.00'
`'3 \ t
L, '. 1 g\ , 'fit i
Lw Ln } 1 5
10.1
rn
�va
LA
1
t� V
tfJ
l�
,-- _ 14.23'
'07'w s.oa'
9.
,,OT 54
IMPERVIOUS CALCULATIONS
TOTAL LOT AREA: 10,672 SQ FT
HOUSE:
2,115 SQ FT
DRIVEWAY/SW:
1,065 SQ FT
COVERED PATIO:
585 SQ FT
POOL/COPING/DECK:868 SQ FT
TOTAL:
3,765 SQ FT
—
= 35.27% I
)TES PROPOSED WOOD
)IES PROPOSED CONCRETE
)TES PROPOSED PAVERS
)TES CHEMICAL TOILET
)TES FUTURE 4' TREE
IL'" ON THE GENTLIkUW OF ATLANTIC PEACH MILE AS UL043 b5'JI'S3"E
DONS SHOVIN HEREON ARE OA= OM HAVO IS•3
IN NEAEON UE 1111194 FLOW ZW " A' AS CEACTiD ON THE. ROOD orsimA'nX IVMi
RATE YAP (FIRM.) CCwry
1ft:1 itUN6£R 0406n. DATED. AItE 1. 2913. THE FLOOD ZOW-5 snowi CN T)qS 9TF FtAM A4£ SCALE* ufr OF
NAPS Alm ARE top ronEricE cre.r. 111E FIR IL WCAMAIKIH AND 00a4Anott'S ON TtG SITE PLAN ARE
LIES UP TO AA:O 1NCLUOINO THE DATE OF TW. SIZE PLAN. THERE MAY HA4E OM 11r40UEtHT 4tENs'w5 AtIm
I StAPEASEDE SA10 D.FC0MA1)aC LNOI:.rf.; SHOULD BE MACE TO THE C0mumttr'S F11000 PLAUIE wmAMMEmt
IWI10 OF FVUX WYMS, OfY Or AnNLTIC BEACH.
17YTtCfn HEREON ARE BASED ON NA%O IWA
D FOUNDAnr)pm OR UflUritt Y NO nIPR043"m or," THAN TIaSC S1tOrN KAE LOCATED L"MR 90, S+Iy'E
'KMS A164/09 ANY Iia Ittl ;XF1, f/ATk1-% AtOM TO THIS MAP AAD/rR WW"r M PR(N;.E47M AND 95 NOT
SC.V%c StwVEYOR.
)IvM To U£ NE1i0 AT A SCALE OF V-30' CR %uALtLR.
S DEPICTED AS EXIE'tXvG 04TO NE BIAtLaiG ICS14ICM14 LNAn MVSr Fr gn.-i uncota 7D * x401 ENCLOIED
ADJACENt t0 WETLAND'S AAE rO ACMAr4 HAIURAL. >'EC.ETAT.L'T. AND Lmasni alEn
14 fUT AND O'ECMAL PA4TS THEAECF.
t5 ONLY top ntt LAWS AS OESM ED IT IS NOT A C:RIOKATE CIF n1LE. 2VtaNG. iASTLAE1e1s Cw rREEDOM OF
IAS nor V1TEMXD 10 DELINEATE CA OCTINC ANY %CTL.ANDS, E14MQCHIVENtALLY SMSITNE AREAS, 114DUFL
KnONAL UNtS Cf AYY FT:L(RAL. StAfL AC*Qnµ OR LOCAL AGENCY. DaAtlo, Aha COMMu%44 op oTTiER UtnTY
iE'.AA.IYN.' 14KtiEI1KM * Not TMC Rel" -e LAUt"r Or hit LAIOr.p,,e KA,
'AMID I IS MADE. MEA',I) MARNGS Not orSTAlKLS ANE IDENTICAL .4n1 rLAr VALVL5
IS BASES ON DMTDRUATICN AS PROMOM BY THE CL:FMt
1PR0+0IENI TITS AS DEPICTED JILREGNH An PFM"LvCUL.Att 10 TIC PAFeCLA j4ie,�CHTT UES 1AAL55 QTiLRNST.
TIES ARE SWAN TO THE FOt,!NDAL'Ch
V THE PLAT FOR ADMT1ot1AL ITEMS THAT MAY AFfECT iH5 Lot.
el7UtMARY 'ALAiYEY.
SS DEPICTED HEA& ARE BASED Cil THE CChSHRW.104 PLAN`; THEY ARE SNOW4 FC41 MFCAMATICYHAL Pt""OSE1.
TO OE RELIED LOON FOR CXNSTTLCnCh. FOR CCAA£CT LOCATt O Are)/CA Di eCS)ONS FOER TO THE No;T
Ti1RUC1tGN PLAN: TI'M IS A NAlWJU = SLCPC ON ALL .aDCWAUtS, W. «OEINALK AND RATSCfM 7tAJ-
OtRRENT DUVAL COUNTY ALPO ADA STANDARDS DROSS SLCPES SHALL BE hO 1104E THAN 2L THE POROOH OF
1 TRAHS14RS£S 7"RoUGH THE 0k%C%AY APRCN SHALL A-00 MEET THIS P4CDLWXVMT AL!A PLEAU Nati t"AT
ICES, VALVES, ETC.) SHALL HOT AE W.TALLED NTICN THE SIOC11rAD.K
:TLWES W'lCnD MAY VARY TV 9ZE. FKFER To ENC441RriD PLANS FOR CCFMCr DIM NSICNS.
MMNTAIN 2' AWAY FROM ANY PROPERTY UHF. AM CAN NOT ENCROACH INTO A DRAWAOE EASEMENT DUE TO
911: K.M - NFv SITE PLAN (5n.3,0; (UDN/OBG)
RT RIVERSIDE HOMES
381
PER ARB. nmiStt FLOCK ELEVATION
!MUST BE 24" ABOVE GRADE
•-Aft)ALxS•-
MONT - 20 FEET FROM FACE OF GARAGE to BACK CY A1G1T OF MAY A.Ib
is FEET Facu BUILDING FACE CIL PCROH TO BACK OF wilt or wAy,
ExClPT CCM"/DOuOu-fRoNf^lx LOT"., FOR Woof THE NON-ADOW",
FitCTHi/StOE M1QW,W YAJtO SNAU. HE 10 FEET FROM GARAGE Gl VIALOM'
FACE tO BA9 OF III T aP MAY.
500 RREAKOgWN
CURVE TABLE
TOTAL LOT AREA
CURVE
RADFJS A>rC LENOn1 0400 OALCTKN GICAO ttNGIN
DELTA
C1(P)
moo 3760 N5'54'581 3672
♦SDS'C1' i
C2(P)Y
17000 11116 Nt674'17"1 11D .b
SA 07"`b'
•-Aft)ALxS•-
MONT - 20 FEET FROM FACE OF GARAGE to BACK CY A1G1T OF MAY A.Ib
is FEET Facu BUILDING FACE CIL PCROH TO BACK OF wilt or wAy,
ExClPT CCM"/DOuOu-fRoNf^lx LOT"., FOR Woof THE NON-ADOW",
FitCTHi/StOE M1QW,W YAJtO SNAU. HE 10 FEET FROM GARAGE Gl VIALOM'
FACE tO BA9 OF III T aP MAY.
500 RREAKOgWN
NOTn"W",
The survey herean -uv mode ,.ithout ban fit of abolroct or
TOTAL LOT AREA
10.626 Sq Ft
RM To CLM
4883o. Ft.
CrHOS3 500 ARCA
11,314 57 t.
1t ntYH�.
FOUNOATTON SLAB
3.828 So, Ft,
DRIVEWAY
991 Sa. Ft.
AW WALK
65 Sq rt
917EwALX AREA
0 S4 ft.
A/C PAD(S) b GARAGE
=AM,CE DOM SLAG
9 Ft.
—Mn/COhSCRvATh3N o :q Ft.
___. -4'.893-S4--Ft—
4.843`Sa--Fi
REi Q011 ALRFA 6,421 Sq. Ft.
REL—Q011—MU
cEMFIED To: RIVERSIDE HOMES
IMPERVIOUS COVERAGE
tupertt'lou; sq f L I MAT SST FL %-
4,6" 54 rl. I ioA25 Sq. re. I 420x
BUILDING COVERAGE
CO%EM Sq Ft Lot S4 Ft. I %
577 s1 r/ 10,826 Sq Ft. 356%
�..�. BARTRAM TRAIL SURVEYING. INC.
w" LAND SURVEYORS — PL HERS — LAND DEVEWPUM CONSULTANTS
"`•«••• 1501 COUNTY ROAD 315 SUITE NO. 106 OO4 26d -2224 -,`I,~•--•''"►
`°'°"R•"" °• GRBBN COVB SPRINGS, FIA 92043 FAX 804 2841-22.08
C8R MCA72 OF AUTHORIZATION LB #69 1
COPYRIGHT a 2016
l HEREBY CERTIFY, that this ylrvey grarnhicdly repre.int^.
the results of o field survey made under my respons;bte
NOTn"W",
The survey herean -uv mode ,.ithout ban fit of abolroct or
ri.Am. FLOW ZONE,
w/ nEVAr4W M (N/A)
Xrectiu, one compliez with the tatnst StondordS of
PfOCGCE fer Survey: MS prcmLdgoled by the Acrioo Stole
*torch of title, and therelore the undertigned and Bortrom
Trpa 1-rve„np make no hnrtif+rrllene reaar"o tnlormation
PAPIEL NO,
120077 0406H 6/3/13
Board Of Professional Surveyon end )toppers. Choptef
!Lown Cr not shown hereon ptytaining to easement*, claim*
of easement:. A;9hts-of-way, setback lin!„ overlopa,
.5J-17 F A C..: Pursuant t0 lection 472.027. fkrido
'�1tue^.,
Boundary Line disputes. agreements. reservations or other
N/A
abject to dl note•.x and tictotlans shown hereon
;�mior matter which may appear in the Ob3troCt, Or search.
N/A N/A
�tl2K
This i%ovey ,s prepared Lied Certified for the exclusioe use of
DATE:. 10/20/16
SCAtE 1 -3,
(.CLPIETEb NAP GRiGiNALLY SiCNEO
the client Tarried hereon and the surv.y mop and report of
tho Capies thereof are not valid without the signoturw and I""Cr NO.: 1R:NStON�
the original raised wol of o Florida lictnzt4 surveyor and 1,349-15-:035A
'D HUGHES. P.L.S mapper
LORfOA LICENSE NUMBER LS 3507 DRA%h UY. STN CHECKED 0Y; 000 SHEET 1 OF 1 -�
S
0 , L`'000
00
irk
A B I I
♦Aop♦•
oG 3y � � ♦40
♦I
A
�J► �
\_
G
t�`pG�iyO,p���C
R
c`,y� F.c�
o► .
004
k AO
V
3' 0" MINIMUM
3" TEE
3" PIPS _ 3" PIPE
7,\-3" X 2'/z" RED.
BUSHING
/2" TRUNK
TO EQ.
LEGEND
K - 40OW 120V WHITE LIGHT
0) - WALL RETURN
= CMP SKIMMER
ll� = STUB OUT FOR CLEANER
® - UMBRELLA HOLDER
O O - NOVA DRAIN
r
PERMIT PLAN
POOL 30'-0" X 15'-0"
W/ STUB OUT FOR FUTURE CLEANER
AND 3 WALL RETURNS
POOL W/ STUB OUT FOR
CLEANER & WALL RETURNS
FILTER SCHEMATIC
(NTS)
10
U
INSULATED # BOND WIRE IN
CONDUIT FRO LIGHT NICHES
THROUGH D CK BOX. LIGHT
G CI PROTECTED.
PLUMBING L NE FROM POOL
SKIMMER TOP OL EQUIPMENT
FLOW SWITCH
AQUA PURE 1400
EXISTING
STOOP
0"
i 1-- 22' 4"1 1 -6"
■ 1 � ; 1 GRADE
,,--HOSE BIB 1 1 1 1 PLUMBING LINE FROM POOL
I---JCT BOX 1 1 1 MAIN DRAINS TO POOL
POOL—�
— EQUIPMENT
1 1
EQUIPMENT 1 1
1 ----------
AIC UNIT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
+s"
THREE-TIER RAISED BEAM DECKING WITH
24" SHEER DECENT WATERFALL
TILE ON FRONT, BACK & SIDES
FRONT VIEW
ADD 4" X 4" POST TO
FORM PLUMBING LINE
24" FALLS" X 26" NOTCH FOR PAN
\_ +12"
3'
AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID
co
COPPER WIRE BURIED
TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB
CO
N
0
LU
GRADE, AND 18 INCHES
TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL
OR SPA WILL BE USED.
>
Florida Building Code 6"' Edition (2017) Residential
0o w
.= M
>
Q
Conforms to Chapter 42
ui
-22'8'
-8"
p
Ili
o
Fw-
m
2 GRADE
&
o
`"—
Z
...................
2014 National Electrical Code
NEW DECK TO W
°m RECEIVE STANDARD
O
•
NO OVERHEAD ELECTRIC IN POOL AREA
o
PAVERS
•
NO UNDERGROUND UTILITIES IN POOL AREA
�`��
•
FINISH GRADE TO SLOPE AWAY FROM POOL
•
VGB COMPLIANT MAIN DRAIN
z
W
3
•
DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL
0 _..0
4
•
GROUNDING & BONDING DETAIL
1 1 '
1
J
THREE-TIER RAISED
SAFETY BARRIERS:
1
SH
4EER DECENT
SCREEN ENCLOSURE AND WATER
1 a
WATERFALL
r TILE ON FRONT,
ALARMS UP TO POOL SAFETY CODE.
1BACK
s SIDESB-1 e� SEE DETAIL
1
-7"
1
1
GRADE
1
1
DIMENSIONS TAKEN FROM
1
1
1
EDGE OF WATER TO
�1
PROPERTY LINE
F
11
it
1
-1 1
_8" EL EVATI, 3IN
OFFICE COY
POOL
BEAM
1
�I
1
UMBRELLA
A
c
ANCHOR.
E
............
i 1-- 22' 4"1 1 -6"
■ 1 � ; 1 GRADE
,,--HOSE BIB 1 1 1 1 PLUMBING LINE FROM POOL
I---JCT BOX 1 1 1 MAIN DRAINS TO POOL
POOL—�
— EQUIPMENT
1 1
EQUIPMENT 1 1
1 ----------
AIC UNIT
BARE #8 BOND WIRE ATTACHED
TO POOL STEEL
+s"
THREE-TIER RAISED BEAM DECKING WITH
24" SHEER DECENT WATERFALL
TILE ON FRONT, BACK & SIDES
FRONT VIEW
ADD 4" X 4" POST TO
FORM PLUMBING LINE
24" FALLS" X 26" NOTCH FOR PAN
\_ +12"
3'
RR
Q
Z
J
O
00
O
O
N
m
O
Y
co
V
O
CO
N
0
LU
N
>
0o w
.= M
>
Q
w
ui
p
Ili
o
Fw-
m
L)
o
w Z
J w
Z
Z
3
w Z
Z
U Q
O
ZR 'w<3
v�a0
If
RR
Q
Z
J
O
00
O
O
N
m
O
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC Ni
CALCULATIONS AND EQUIPMENT SPECIFICATIO
AND DOCUMENTATION ARE TO BE PROVIDED f
POOL CONTRACTOR EOR EACW PROJECT. TWE
CONTRACTOR-MU5T USE TWE MAXIMUM PLOW C,
OF TWE SELECTED PUMP AND PROVIDE NYDRt
CALCULATIONS FOR TDW TO DETERMINE PROP
PUMP AND PIPING SIZING. TPE MANUFACTURER
EQUIPMENT SPECIFICATIONS AND OTWER DOCU
FOR PUMPS, FILTERS, NEATER EQUIPMENT AND
DRAINS AND COVERS ARE TO BE SUBMITTED F
REVIEW AND DOCUMENTATION FOR SIZING TWE
CIRCULATION SYSTEM.
RECIRCULATION PUMP
CHLORINATOR
POOL
FILTER
TWE
SOL
AC I TY
.IC
IN
ATI ON
1-1/2 TIMES THE DIA.
THE TWIN DRAIN PIPE INVERT NEEDS TO BE 13 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO TWE TOP
OF TWE MAIN DRAIN PIPE NEEDS TO BE 15
TIMES THE DIA. OF TWE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
MAIN
DRAT IN DRAIN
N
RETURN LINE
(OPTION WALL RETUR2 R __________________
WATER LINE
DECK OVER
POUR OR
BRICK COPING
2-03 BARS--" N1-03 BAR CONT.
CONT. IN 6" OF WATER IN 5" TWICK BOND
S"XB' BOND LINE TILES BEAM
BEAM
UL APPROVED
UNDERWATER LIGWT
POOL &WELL 500o PSI Pu1P rnX COWAtETE
`RETURN INLET
1r ------------
j
II
(OPTION WALL RETURNS)
RETURNLRRE
full
Z II RETURN INLET
MAIN DRAIN TION UNDERWATER LIGHT (OPTIONN
�i MAIN DRAINS MEET
Jj
==" I'
I I 11
THE VIRGINIA GRAEME
BAKER
SKIMMER SUCTION
POOL AND SPA SAFETY ACT.
ii
'i i' in d �__—� -- — _ _ II
_-----______====�r-===� L
12' ON C
rye
W
}�y1��
V
Uy�
I
F
ee Z
U.
I i
i FLOOR RETURN
S.:LLI
111
p 3 REM -D.
H W n
VFW
1
RETURN
_W
W
w
= r
CC
RETURN INLET
1
I I
SKIMMER �
! f.OPT
WALL RETURNS) T
I I
1 1
1 1
1
111 IMMER �W h
RETURN LINE
(OPTION WALL RETURNS!
TYPICAL SWIMMING POOL
LOW
PROFILE 1,-6
=UNCTION VARIES
BOX 4.0' SWIM
MIN. OUT
6"X6• `M3 BARS GRADE 40,12" O.G.
CERAMIC TILE VERTICAL AND
___ZJHORIZONTAL
/ (TYP)
UL APPROVED
UNDERWATER LIGWT
POOL &WELL 500o PSI Pu1P rnX COWAtETE
° 1
fte"TICALLY APPLII!D.
6"-i" IN VERTICAL WALLS (TTP)
B'-8' IN COVE5 AND FLOORS (TTP!
2500 MIN. GUNITE MAY BE SUBSITIUTED
°lx
FOR 3000 PSI CONCRETE
FLOOR
(KALL
FORGEM
0 m t Z
BREAK -
n WU.4V
12' ON C
0<0Q
WONC
WATER LINE
1/2" QUARTZ
FINISH
-MAIN DRAIN W/ RELIEF PLUG OR 2
HYDROSTATIC RELIEF VALVE, IF READ.
ROCKBED
EACH WAY < 8.01 DEEP
EACH WAY > 8A' DEEP AND OVER.
05 BARS 12' ON CENTER
EACH WAY (GRADE 40)
ALTERNATE BEAM
FIN15W DETAIL
J z
a=.Jz
avz_°
0 m t Z
n WU.4V
D
0<0Q
Uy�
F
ee Z
U.
u.
O W
S.:LLI
¢W
>. a _
m
H W n
VFW
C
_W
W
w
CC
PAVER DECKING OR
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
OR WIRE MESH
COMPACTED SOIL UNDER
CONCRETE DECK
NOT VALID WITHOUT
EMBOSSED SEAL.
a.
a.
* y5.,1tr ♦ n. �"` a .� E3:
PARKER MYN I I1NBERG, i' Ei >�2645
GENERAL NOTES:
1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
S. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE TWE SAME REGARDLESS
OF SIZE AND SHAPE, IF FILL IS REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS WAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.C. BOTW WAYS)
AND/ OR EXTRA WALL THICKNESS (8' TO lo")
S. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE,
T. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING,
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DEC".
10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
It. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT WAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITW
A.NS.IIA.SM.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET GWAPTERS 42 AND 45 OF THE 2011
FLORIDA BUILDING CODE 6TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
TWE 20P1 FLORIDA BUILDING CODE 6TH EDITION.
W. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE, SEE 680.26 (B)(2)(b) FOR PERIMETER BONDING
DING AT LEAST OWED #8 AWG BARE SOLID COPPER
CONDUCTOR.
15, FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" M3 REBAR 12" O.G.B,W, OVER 8'-0-;
SPECIAL ENGINEERING IS REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/APSPACC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/APSP/I00-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND ANSI/APSP/ICC-'1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN5I/APSP/ICC-I5A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
11- DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18- IF TWE SUCTION INLET SYSTEM, SUOW AS AN AUTOMATIC
CLEANING SYSTEM, IS A VACUUM GLEANER SYSTEM WHICH
WAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, TWEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
PARKER MYNOWENBERG 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1`129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RE5IDENTAL 5WMOOL
DE -516N FOR
5URP51 DE POOL5
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(904) 246-2666
STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 1 OF 5
RECIRCULATION
CHLORINATOR
POOL
FILTER
THE MAIN DRAIN
THE DIAMETER L
THERAPY JET
MAIN DRAIN GR)
MAIN DRAIN PIP
TO THE MAIN DR
RETURN LIFE
---_-�
IF THE RAIN DRQ
MAIN DRAIN BO;
FROM THE TOP
it
ii MAIN DRAINS MEET THE VIRGINIA GRAEME
SPA SAFETY ACT.
OF THE MAIN OF
TIMES THE DIA.
BAKER P0a- p,WD
MAY BE ON SIDE WALU
j (SECOND MAIN DRAIN
14/2 TIM
pal
it
MAIN DRAIN (SUCTION
--
---------Z
-------------------
�
dt� I1
I
�I
MAIN
pRAIN
UNDERWATER LIGHT
11
it
n
it
I1 RETURN LINE '_----
I` ------------- ------
_----------
11
__-===ii
- 11
1--------
li 3/4" BULLNOSE
I1 TILE OPTIONAL
J
GA
Kbn
---------- ON EDGE OF
STEP.
MAIN opAlN5
ON FLOOR
2G-0T51TIRt UF-5OU0`
TYPICAL 5PA 1=0
L
- 2
PAVER DECKING OR
CONCRETE
POOL P51 GONG R
L 3000
-IA GTI LY APPLIED.
4" THICK CONCRETE
PECK
STEEL
"81 p)
6" IN VERTICAL WALLS
-FIBERMIX
6" IN COVES AND LOT
WATER
6
2500 MIN. GUNITE MAY BE 5UBSITIUTED
LINE
FOR 3000 MI CONCRETE
6"X6" CERAI'iIG TILE
V2" pUARTZ
FINISH
/1-014 OFILE
NVIION
pEGK AND TILE Di
VARIES
BOX
(L APPROVED
4.0
MIN.
UNDERWATER
LIGHT
f
I
O
COI pAGTED SOIL L
5 I I jITE IpUT
NT0VALID
(-
UNDER CONGETE
lil
DECK
EXTRA 113 BARS
MAIN DRAIN
CONTINUOUS
tt�=ttt' 1'�ctsva"
- SUCTION LINE -----
---------
- ___--
-
.
-____-----
o
+5 BARS 12" O.G.
VERTICAL AND
i!ae°.° .' •
: •. <
} f • F
a00 Opo00
oC7 00
HORIZONTAL (TYP)
(GRADE 40)
a°e} et t
o'pop0 Oo
2
MAIN ORA W/ RELIEF
000
000bo0PLW
.1 ° t l .•
0 "
=
OR 2-
µYDROSTATIG RELIEF
0000
0000 O 0 O
0.00 o Oo
lrs
y
VALVE. IF REQ'D.
oo
r,
ROGKBED
.r(a�°
i
--1
PARKER MYNGNEI`46ERG,
POOL BONDING NOTE5;
I. EQUIPOTENTIL BONDING OF PERIMETER SURFACES
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE
SURFACE OF THE POOL FROM 18" TO 24" FROM THE I
OF THE POOL AND WHICH IS SECURED WITHIN OR UNI
PERIMETER SURFACE 4" TO 6" BELOW 5UBGRADE. TI-
BONDING SHALL BE ATTACHED TO THE POOL REINR
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED ARO
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS
PER NEC 250.8. BONDING CABLES UNDER SLAB 5I4A
OF EXCAVATION.
3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION C
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR
#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTS
TO THE BONDING CONDUCTOR.
4. LOCATION OF COPPER BONDING CONDUCTOR, BOND
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR 514i
EXACT LOCATION. BONDING CONDUCTOR SHALL C01%
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 94
5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EX
6. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" GOP
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED G
USED SHALL BE BONDED USING M8 AWG BARE SOLID
MEANS PER NEC 2508 TO THE BONDING CONDUCTOF
1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED
POOL5 WITH PERIMETERS OF VARYING (VERTL) 6
SURFACES LIKE EDGE PLANTERS, STOP/RETAI I G Wo
IN THESE CASES, THE BONDING CONDUCTOR SHALL E
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION F
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR
COORDINATION OF THE BONDING WITH THE AHJ IN TI -
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTE
POOL
REINFORCING
STEEL
0
HEATER
TYPICAL POOL BONDING
NOT TO SCALE
O
'— ....
S. -COPPER BONDING CONDUCTOR 5HALL BE BONDED TO THE POOL AND SPA REBAR AS
`QUIRES A
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, U51NG A k8 AWG
GPPER
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
ERIMETER
AT 4 POINTS SHALL NOT BE REQUIRED.
., T WALLS
:R THE
q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIF'I ANT GROUND OF
PERIMETER
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
'GING SHELL
NEC 680,26 f VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE.
'— ....
10. COPPER BONDING CONDUCTOR 5WALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
TALL BE BY LISTED MEANS
THE
AND ALL
AND NG
L BE PLACED AT THE BOTTOM
UDE ALING L AETALRWIRING AND FIER XED METAL(N
PARTS THAT ARE WITHIN FT.
HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOV
PLANTERS AND FOOTERS
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
1LL BE BONDED USING
11. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
MEANS PER NEC 250.8
PER NEC, 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
G JUMPERS, AND CONNECTIONS
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHE5.
L FIELD ROUTE TO DETERMINE
12 ELECTRICAL CONTRACTOR SHALL GALL FOR THE INSPECTION OF THE BONDING OF
SRM TO THE SHAPE OF THE POOL
RADIUS SHALL BE PERMITTED.
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
ED 25 OHMS,
c
ER CLAD STEEL, S' LONG
T
40E, MINIMAND WHERE
NOTE iUM,
/ \
PPER CONDUCTOR BY LISTED
C"TFICE COPY
VANISHING EDGE POOL_5 NOTES 2 AND 3N 4. (SPA NOTE I
'OR
OTI THE AUTHORITY HAVINGaNOTE 3 BOND JUMPER MINIMUM 5/8" DIAMETER
LL BE RESPONSIBLE FOR NOTE 8 FROM POOL REBAR OR
COPPER GROUND ROD
DETERMINATION OF ITErYPICAL TYPICAL DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR
RESISTANCE VALUE OF
NOTE q JUMPER 25 u p) 15 REACHED NOTE I
TYPICAL BOND JUMPER
NOTE 10
TYPICAL
° TYPICAL BONDING TYPE -5
SWIMMING POOL LT FIXTURE NOTES I, 4,
NOTE 11 NOT TO 50LE
r\
° TYPICAL 5 AND 8
NOTE5,
I. SPLICES (WELDED OR MECHANICAL) 5HALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
FORMER
TYPICAL POOL BONDING PLAN
NOT TO SCALE
JUNCTION BOX
(IF USED)
POOL LIGHT NICHE
CONTROL PANEL(S)
TIC
SCHEMATIC NOTES,
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE P 5HELL5, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL ITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORD) NCE WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION IAWJ)_
BONDING LEGEND
• BOND CONNECTION, PER NEC 2508
o PARALLEL TAP CONNECTION, PER NEC 2508
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIM UMY
w'Ti
i ad
0
PARKER MYNCHEN51 RG&
ARKER MYNOWENBERG 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1'729 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-6881 FAX (386) 611-2114
KOUT .: TYPICAL
RE5IDENTAL 5W/POOL
DE51GN FOR
5URF51DE POOLS
40
"q 313 BEACH BOULEVARD
I ° y JACKSONVILLE BEACH, FL. 32250
+ (gO4) 246-2666
i STATE LICENSE CPC044080
THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
F= FILE COPY , 1T WILL BE USED FOR A MAXIMUM PERIOD OF ONE
Q' YEAR EXPIRING ON 12/31118. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
E ' . MAY BE RENDERED VOID.
26 5 SHEET 3 OF 5
4" DECK
05 BAR AT 12" ON CENTER
BAR TO BE 5 FT LONG
TURN DOWN FOOTER DETAIL
BRICK PAVER
POOL DECK
Q�
I-�3 BAR VERTICALLY jI n
O 36" ON CENTER r �PIN
I
1-463 BAR 8x1/2" X A
CONTINUOUS Q"
PAVER DECK
TURNDOWN DETAIL
04 BAR AT 12' ON CENTER
®E
3-1/2" TYP
ALL SLA55
03 REBAR CONT.
I FT IN
TO
I FT IN
MOTERATE SLOPE FOOTING
TYPE 2
04 BAR AT M2" ON CENTER
BAR AT 12" ON CENTER
04 BAR AT 12" ON CENTER
4 FT RETAINING WALL
IMTAININS "A. WOO Ml PUMP rjX CotrREM
I 1
BAR AT 12" ON CENTER
03 REBAR CONT.
IFTIN6
OR
STEEPER
5TIEPTYPE 2 OPE FOOTING
SLAB -FOOTING DETAILS
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 9000 P51 CONCRETE
USE 6X6 10/10 WW1 OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHOR5.
THE FOOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN 6" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL WELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
CONCRETE PAVER DECK
2" X 4' STRINGERS
PLACED AT 2 FT ON
F
CENTER IN ALL AREAS
STEEL TIX FORM W/
e0
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
12"
3000 PSI CONCRETE W/ 2-M3 RESAR5
THE POOL WELL WALL SHALL BE
RIBBON
AT 6" THICKNESS.
FOOTING*
• 3 REBARS AT G" ON CENTER
W/ PAVER DECK
BOTH WAYS IN AREAS TWAT EXTEND
INTO THE ANGLE OF REPOSE
+4 BAR AT 12" ON CENTER
5TRINGER MAY BE DRIVEN
INTO GROUND MIN. q"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
5NORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED SY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
CONCRETE PAVER DECK
12" I
3000 PSI CONCRETE W/ 2-+3 REBARS
RIBBON FOOTING
W/ PAVER DECK
SIDE WALLS NOT'�LID WITHOUT
EMB /v rsj ED SEAL.
CONCRETE PAVER DECK
12-
3000 PSI CONCRETE W/ 2-03 REBARS
RIBBON FOOTING
W/ PAVER DECK FEB 0 6 2016
FRONT WALL
it-TICE COPY
3'-6" MIN. DISTANCE
LE55 THAN 1 ON 1
STRINGER TO BE SUPPORTED BY
CLEATIN6 TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4' ATTACHED
WITH ANCHOR NAILS OR TAPGONS TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
-USE 1/2" PLYWOOD SWEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
ARKER MYNCI-IENBERS 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCWITECT5
1121 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-6811 FAX (386) 611-2114
TYPICAL
izi=-51DENTAL 5W/PO0L
DE51 GN FOR
5U%F51DE POOLS
313 BEACH BOULEVARD
JACKSONVILLE BEACW, FL. 32250
(1O4) 246-2666
STATE LICENSE CPCO44080
THIS SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER
FILE COPY. IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF TWE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE TWAT DATE, TWIS DRAWING
MAY BE RENDERED VOID.
PARKER MYNCWENBERG, P.E. «32645 11
SWEET 4 OF 5
MUD SET �
u03 BAR AT 12* ON CENTER 04 BAR CONTINIOUS
C�C
�lil Ilil�
-..L SWELL_
STANDARD YARD
ELEVATION
��/i��ii~Ji��G��✓�✓i��/��i1�G�✓ice✓i � � � �'��1'���,.
��i����1�1�1j/Oj/t��/lam �`j0� `/ ✓ /11��,//'�1i/�j/O��1�1✓ G1✓
O/•000•
.ine l
ALUMINIUM SCREED 0ORI611T
N5 BAR CONTINIOUS 8"
X•
Q
Q CI
_1
t'
h
05 BAR AT 40" CENTER
WITH CELL FILL WITH CONCRETE
DECK DRAIN
: ARCD YARD n / 4" FOOL DECK
4
X05 BAR AT �2' ON CENTER
BLOCK WALL DETAIL
WALL 3000 P51 PUMP MX CONCRETE
ALUMINIUM SCREEN UPRIGHT
05 BAR AT 40" ON CENTER
WITH CELL FILLED WITH CONCRETE
DECK DRAIN
i 4" POOL DECK
BAR AT 12" ON CENTER
BLOCK WALL DETAIL
WALL 9000 P91 FU9P MX CONCRETE
6 FT RETAINING WALL
RETAINING WALL 9000 Ml FU•P MX CONCRETE
ITER ,
°
�{`''•II'cr''�y77'''�( `,A{<<((j�[((•''�� 311iiiii''pppnp.
PARKER MYNCI' NBERxi PSE. *t%45
IBOSNDD BREAM WITH
MAX SPACING
IF UNDER 6'-0"
05 REBAR 12" MAx SPACING
USE 04 REBAR IF UNDER 6'-0"
• u
B
RETAINING WALL
H
A
5
C
DOlIE S TOP FOOTING
(O.CJ (O,C)
1'-4"
10"
i'-8"
10"
05
48"
05 40"
2'-8"
b"
1'-8'
10'
05
48"
05 40"
3'-4"
12"
2'-0"
D"
05
48"
05 40-
4-
Y2'
2'-0"
12`
05
48"
05 40-
-S.
12"
2'-6"
12'
015
48"
05 40"
5'-4"
12"
3'-0"
12`
+5
48"
w5 40"
6' 1
12' 1
3'-8"
12"
05
48-1
05 40"
TYP. RETAINING WALL DIMEN51ON5
PARKER MYNC14ENBERG 4 A550C. INC
PROFE55IONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RE -51 DENTAL SWMOOL
DESIGN FOR
SURFSIDE POOL5
313 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(104) 246-2666
STATE LICENSE CPCO44080
THIS SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER
FILE COPY. IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
IS ALTERED OR MODIFIED BEFORE TWAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 5 OF 5
Determine Maximum System flow Rate:
Swimming Pool Info: 398 3
( Surface Area) (Shallow)
Spa Info: N/A 0 0
( Surface Area (Depth)
Preferred Turnover Time in Hours
Maxium Pool Flow Rate: 10250
(gallons)
Spa Jets (#) NONE
(# of jets)
A&A Quik Clean System NONE
NONE
NONE
(# of heads)
Maximum Pool System Flow Rate:
Determine Pipe Sizes:
Pool/Spa: Branch piping to be:
Trunk piping to be :
Return piping to be
Determine Simplfied TDH (POOL►:
6
(Hours)
Total
is
to 5 to N/A
(Deep) (Shat )
x 60 min. = 3 0
(tumover time minutes)
lation
Volume: 10250 gallons
Volume: 0 gallons
10250 Total Volume
divided by
360 29_gpm
2.34
24 = 53 gpm
(turnover time in minutes) (flowrat
pool)
(feature flow rate)
x 13
gpm per jet =
0
flow rate
(jet flow)
*Total all other loss
5.64
nic Head (TDH)
x 0
gpm Cleaner Head
0
flow rate
x 0
gpm Cleaner Head
0
flow rate
x 0
gpm Cleaner Head
0
flow rate
(head flow)
146 gpm
0
Total Floor Heads flow rate
53
s' Highest required flo
rate between "Maximum Pool Flow
13.7
Rate" and "Spa
Jets" and "Quick Clean System"
3"
--13w
inch to keep velocity
6 fps.Max.at :
136 gpm. Maximum System Flow Rate
-377-gpm.
3
inch to keep velocity
8 fps.Max.at :
�10fps.Max.at:
Maximum System Flow Rate
2"
inch to keep velocity
18.2
103 gpm. Maximum System Flow Rate
Distance from nearest edge of pool to pump in feet = 35
Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot
Friction loss in return pipe 2" @ 10 fps inch pipe per one foot
Length of suction pipe 35 x Ft. of head per one foot of pipe
Length of pressure pipe 35 x Ft. of head per one foot of pipe
Other Loss in TDH
Main Drain
Returns 3/4"
Therapy Jet
Floor System
*Total
Filter loss in TDH (1
Heater loss in TDH
Pool Total D
Pool Pump: Jandu F/oPro VS -FHP 1 ha
53 Gallons Per Minute 16 Total
Pool Filter: Jandu CS150 Cartridge
Heater: None
Pool
Main Drain: Nova 7-314"1
F�a
Floor Installation @ 150 gpm r
117 gpm ( from pipe flow/friction loss chart) = 0.09
ft. of head #
2.34
2.34 1
3.30
3.30 1
0.00
27.72 0
0.00
19.65 0
5.64
0,00 (from heater data sheet)
Filter loss in TDH (1
Heater loss in TDH
Pool Total D
Pool Pump: Jandu F/oPro VS -FHP 1 ha
53 Gallons Per Minute 16 Total
Pool Filter: Jandu CS150 Cartridge
Heater: None
Pool
Main Drain: Nova 7-314"1
F�a
Floor Installation @ 150 gpm r
117 gpm ( from pipe flow/friction loss chart) = 0.09
103 gpm ( from pipe flow/frichon loss chart) = 0,16
0.09 =
3.15 TDH in piping
0.16 =
5.60 TDH in piping
TDH in piping
8.75
ter data sheet)
1.65 ( from filter data sheet)
heater data sheet)
0,00 (from heater data sheet)
*Total all other loss
5.64
nic Head (TDH)
16
is Head (TDH)
flow
Design
Heed
LOU
(ft heed)
Jelwdy" cartridge Fowl C813erlea
3
Design
Piessure
2 DrOP
(psi)
--- CS150
1 . CS200
- CS250
--- CS100
T
0 30 60 90 120
Flow RAO (gpm)
Flow and Friction Loss_ Per Foot
Schedule 40 PVC Pipe
Velocty - Feet Per Second
I
Total Head in Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
-4-F-6 $ 1012 14 16
0 2
18
0
0.0
2.3
1 4.5
6.8
3.0
11.3
13.6
1 15.8
18.1
20.3
62 gpm
1
2.3
4.6
1 6.8
9.1
11.4
13.6
15.9
18.1
20.4
22.7
146 gpm
2
4.6
6.9
9.1
11.4
13.7
15.9
18.2
20.4
22.7
25.0
392 gpm
3
6.9
9.2
11.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
9.2
11.5
13.8
16.0
18.3
20.5
22.8
25.1
27.3
29.6
5
11.6
13.8
16.1
18.3
1 20.6
22.9
25.1
27.4
29.6
31.9
6
13.9
16.1
18.4
20.6
1 22.9
25.2
27.4
29.7
31.9
34.2
7
16.2
18.4
20.7
23.0
25.2
27.5
1 29.7
1 32.0
34.3
36.5
8
18.5
20.7
23.0
25.3
27.5
29.8
32.0 1
34.3
36.6
38.8
9
20.8
23.1
25.3
27.6
29.8
32.1
34.4 1
36.6
38.9
41.1
10
23.1
25.4
27.6
29.9
32.1
34.4
36.7 1
38.9
41.2
43.4
11
25.4
27.7
29.9
32.2
34.5
36.7
39.0
41.2
43.5
45.8
12
27.7
30.0
32.2
34.5
36.8
39.0
41.3
43.5
45.8
48.1
13
30.0
32.3
34.6
36.8
39.1
41.3
43.6
45.9
48.1
50.4
14
32.3
34.6
36.9
39.1
41.4
43.6
45.9
48.2
50.4
52.7
1 S
34.7
36.9
39.2
41.4
43.7
46.0
48.2
50.5
52.1
55.0
037.0
37.0
39.2
41.5
43.7
46.0
48.3
50.5
S2.8
55.0
57.3
L
7
17
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
59.6
4/
1$
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
N
91
If
43.9
46.2
48.4
50.7
52.9
55.2
57.5
59.7
62.0
64.2
L
46.2
48.5
50.7
53.0
55.2
57.5
59.5
62.0
64.3
66.5
ami
48.5
50.8
53.0
55.3
57.6
59.8
62.1
64.3
66.6
68.9
22
50.8
53.1
55.3
57.6
59.9
62.1
64.4
66.6
68.9
71.2
d
23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69.0
71.2
73.5
24
55.4
57.7
60.0
62.2
64.5
66.7
69.0
71.3
73.5
75.8
$
57.8
60.0
62.3
64.5
66.8
69.1
71.3
73.6
75.8
78.1
26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
27
62.4
64.6
66.9
69.2
71.4
73.7
75.9
78.2
80.5
82.7
28
64.7
66.9
69.2
71.5 1
73.7
76.0
78.2
80.5
82.8
85.0
29
6T.0
69.3
71.5
73.8 1
76.0
78.3
80.6
82.8
85.1
87.3
30
69.3
71.6 I
73.8
76.1 1
78.3
80.6
82.9
85.1
87.4
89.6
31
71.6
73.9 1
76.1
78.4
80.7
82.9
85.2
87.4
89.7
92.0
32
73.9
76.2
78.4
80.7
83.0
85.2
87.5
89.7
92.0
94.3
33
%.2
T8.5
80.8
83.0
85.3
87.S
89.8
92.1
94.3
96.6
�3L5
78.5
80.8
83.1
85.3
87.6
89.8
92.1
94.4
96.6
98.9
80.9
83.1
85.4
87.6
89.9
92.2
94.4
96.7101.2
Design
Heed
LOU
(ft heed)
Jelwdy" cartridge Fowl C813erlea
3
Design
Piessure
2 DrOP
(psi)
--- CS150
1 . CS200
- CS250
--- CS100
T
0 30 60 90 120
Flow RAO (gpm)
Flow and Friction Loss_ Per Foot
Schedule 40 PVC Pipe
Velocty - Feet Per Second
Pipe Sixe 6 fps
8 fps
10 fps
1' 16 gpm
0.14'
21 gpm
0.23'
26 gpm
0.35'
: 1.5" 37 gpm
_008'
50 gpm
0.14' ,.
62 gpm
0.21'
62 gpm
0.06'
_
82 gpm
_
0.10'
103 gpm
0.16,
i 2.5" 88 gpm
0.05'
117 gpm
0.09'
146 gpm
0.13'
3- 138 gpm
0.04'
181 -gpm
0.07'
227 gpm
0.10
I 4- 234 gpmOA3'
313 gpm
OF
392 gpm
0.07'
6" 534 gpm
112 gpm 1
0.03'
_
Pools • Spas • Service
David & Jennifer Lamolinara
1883 Atlantic Beach Blvd.
IlAtlantic Beach 32233 II
8/13/201
AS
30
G
C►YY11�1I11�y
LOT 55 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
IN PLAT HOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
C SCALE
0 15 30
( IIS FEET)
I inch — 30 fL
REVISION: 09-10-2018 MCM
DECK SIZE REDUCED DUE TO
EASEMENT
DIMENSION ADDED
IMPERVIOUS CALCULATIONS
UPDATED
MEASUREMENTS ARE FROM
POOL WATERLINE TO
PROPERTY LINE
SCALE 1/30" = 1'
ERS:
CE pm
;MS �� 57 r 2s.st'
48.00'
c.►
� to
A
�� Wr
G ~!
0 DENOTES PR)POSEO WOOD 1
DENOTES PR )POSED CONCRETE
® DENOTES PR OSED PAVERS
tp
11.47'
7.66'
•�C
yah v / • \
r 1
14.23'
5.00'
54
MPERVIOUS CALCULATIONS
OTAL LOT AREA:
10,672 SQ FT
OUSE:
2,115 SQ FT
RIVEWAY/SW:
1,065 SQ FT
OVERED PATIO:
585 SQ FT
OOL/COPING/DECK:862 SQ FT
OTAL:
3.759 SQ FT
DENOTES CH MCAL TOILET
i - DENOTES FU RE 4- TREE
GULRAL NOTES -
I. KAflriCS ARE BASED ON THE C[NtERUME OF ATLANTIC BEACH WnE AS BEFF4 S09'31'51'E.
2 CRARIAGE [tiVA110IS SHOWN HEBEOM ARE BASED ON HA%0 IMIL
3 ME LAOS SHom Hatcam ' aTHN nboo ZONE 'ir As oviietto an THE FLOOD oism iNCI RATE MAP (rj wK) cowuaA
NmIM 120077. PANEL MOM OIOEn. DATED. JJNE 3. 2011. THE FlDDD WiEs S"Dm Cm THIS SITE PLAN ARE SCALED OFF of
THE rr.M A r ftu. NMS AND At FOR REJEROMct ONLY. 11E rlJt LL PiratimpaN AHD OCU MEAT10h'S ON TNS Dft PWM ARE
VALIO ONLY FOR DATES UP TO AND INCLLONO THE DATE Or THIS SIZE PLAN THEM MAY NAK BEEN SUBSIOuCNT ACwSONS 0101
TNS DATE THAT SIRE SAID INFORYAIXIOL OM0JM SHOULD BE MADE TO THE CCEN
i W"I'H'S FLOOD PLANE MANAGEMENT
REPOSITORY, OtaMfLfdit Oi IUC nORK Ottr of ATLANTIC MEACK
s ROOD MAPS RfiSAOaCED EON ARI BASED ON NAVD I"&
5. NO LNDCACRCUAup rauNoA OR UTIUI[S a NO AWROvE ENTS. OTHER THAN TIOM 2#004 9�i LOCATED WIDER THE SCOPE
or THIS SITE PLAN.
6 ADDIt1011S. DELETIONS AAD ANr ww11[N INFORMATION ADDED TO MIS MAP AND/CA At701t r5 MICHI 1TED AND IS NOT
Aur"O1hZCD By THC SOeNG YETOR.
7. Us MAP IS IHTi?I'DED 10 TEE IeCTICO ATA SCALE OF 1'-30' 09 SMALLER,
6 ENTRIES a PA TOS OEACIID 5 CxtEhtOeMC e11TO THE BUILCING FESTRICTIOM LIMITS MUST REMAIN UNCOVERM R NOT ENCLOSED
9. UPLAND 11WrlAi AGJAC011, 1 w[AAMp. ARE TO IOIAIN NATURAL, KGCTATIvC. ANO urw751lOMED
is DIMENSIONS AAE IN )TIT DEOMAL PANTS THEREOF.
11 INS Silt PLAN IS ONLY FOR THE LIMOS AS 00CII8E0 IT 15 Nor A CERTIFICATE OF nTLL ZowNC. EASEMEMM OR FREEDOM or
ENCUMBRA"MS.
12. THIS SITE PLAN IFAS Nor 1N Dm TO paimEATE OR Dam ANY TETLANOS. EHNRavANtALLY SENSTM1E AREAS. MILDLAE
HALIOATS CR JulesONChONAt S Or ANY FEDERAL, $tArL REOOHK an LOCAL AGENCY. BOAAO. ANO COH M#_ ICN OR OMR oNnrr
AND
ANY UABRItT RESLA.IIrta AErRoM R NOT THE RL9`aHSTRU(T OF T►I[ uH10cRLraRMd.
13 MACS A COMPARISON IS OE. MCASUM SICARNG3 NO DISTANCES ARE IDENTICAL MM F%Ar VALUES
14. TWaa Siff PLAN IS BASED ON WORMAIM AS PROMOED BY ME a"
ti BvLDNO AND siRotoacHr AS 0011CIEO 14EREOM ARE PEAPCHEOC UAR TO INC PANCFI PHgpptFY LINES LNtESS onlDrgSE
NOTED. ALL MALDMFG DES ARE 40M TO THE rOU DA0014.
16. PLEASE ItUt1t TO TIK PLAT OR AOOITIO/K fIEMS THAT MAY AFFECT THIS Let.
17. TNS 1s Nor A 801RDA It 41AV.
18. PUKIC. S1DEWAtXS OEA 3ED OKON AW BASED ON THE CMSfRuCTiM PLANS my ARE sHosN rpm INFORMATIONAL Kr**SES
otAr AND ARE not To BE ) W+arM FOR CpM51WChON, FOR CORRECT tOCATIGN AFD/dl OWE7MStOrti ItFfER TO THE MOST
t1NRtENT set o1' COh51RUC110M S 1HL]Ic IS A YAIaARM >x SLOPE ON ALL SIOCwNJL2 ALL 'mOC1aAtX AND MiwOTht .MALL.
AT A MutMW. MEET taIRROET NAL COUNTY AND ADA STA`tOAROS CROSS SLOPES SMALL K No KOBE THAN 2i THE Pt71tOW or
ME SIDEWALK TMOH TR S THROUGH M DM%C*Ar APRoH SHALL ALSD IEEE INS RCOLSPpItJHf. ALSO. PLEASE NOTE MAT
utwtlEs (LETER BORES. vALICs. ET-) •,MALL NOT BE INSTALLED alks; TIME SDEItim
19 DRAINAGE SIRVCRMiIS DEPIC MAY VART M SIZE. REM t0 ENGINEERING PLANS FOR CORRCCF pNDr90N5,
20 A/C PADS MAST MANtAN 2 AMAT FROM ANY PROPERTY UNC AND CAN NOT ENCROACH NTO A (WA IAaE EASEMENT DUI t0
DAAINAtY PtI
REVISION A REWSM SIE PLAN . NEW SITE PLAN (5/23/17) (DOM/DBG)
PREPAIM FOR: 'RSIDE HOMES
x X
0
at
to
ir
.l
5'
�d
grim F)N15H FLOOR ELEvATON
MUST BE 2e ABOVE GRADE
X•
FRONT 20FEET FROM FACE OF CAIIAM 10 8ACK OF RMT or NAY A+O
15 FEET FROM rRAL01No FAC[ OR PowN TO BAOt Or b6Hl or *Ar.
[At1rf ccomm/Dookc-rltommac LOIS, no araCH THE NON-ADORM
FRMT 0"BACx 0r AtOHT ft0Wr FARO sMINl TIE 10 FM FROM OMAO[ M MAlDs10
FACE 0 OF MAX.
500 BREAKDOWN
CURVE TABLE
CURVE
RAMS AtC LEWIN 0110110 OMIECTCN CNGRO LENGTH OCLTA
CI(P)
50.00 3760 N53415e•E 3672 431WC2'
C2iP)
77000 11314 MIs9•'17-W 111.06 3er1r56•
X•
FRONT 20FEET FROM FACE OF CAIIAM 10 8ACK OF RMT or NAY A+O
15 FEET FROM rRAL01No FAC[ OR PowN TO BAOt Or b6Hl or *Ar.
[At1rf ccomm/Dookc-rltommac LOIS, no araCH THE NON-ADORM
FRMT 0"BACx 0r AtOHT ft0Wr FARO sMINl TIE 10 FM FROM OMAO[ M MAlDs10
FACE 0 OF MAX.
500 BREAKDOWN
TOTAL LOT AMA
-TO
10.826 Sp. Ft
R CURB
40 So., Ft.
GROSS 50D ARCA
It.
FOUNDATION SLAB
3.828 Sit Ft.
4EWAY
991 sq. Ft.
LEAD WALK
85 Sq Ft
SOEWAIX AREA
0 SQ. FL
A/C PAD(S) Et GARAGE
S RVICJE DOOR SLAB
0 Sq. FL
wAIER/CONSERNATION 0 S4 FL
D93'
�T_5(N1JlBE.� 6.421go, Ft.
CERTIFIED TO: RIVERSIDE HOMES
IMPERVIOUS COVERAGE
NPOTNOMS St. rL LOT - FL =
4.639 Sq, rL I IOA26 St. rl 1 42ATT
BUILDING COVERAGE
COVERED Sq ft. I LOT Sq. FIL 1 2
3.677 Sq. Ft. 1 10.826 Sq Ft. 131n
" j " �'- -•�• -Er'.•" B"TR" TRAIL SiT.TRVEYINGo INC.
r. Mewtl Dew e/ew w.�ieo NMeow
'""Zn .a�iewi. awwe.r
^p,. LAND SURVEYORS — PLNNERS —LEWD DEVELOPIUM' CON$ULTAM'3
w - «... . .......K. 11X/1 COUNTY ROAD 315 SUITE NO. 106 poi -pa8,* `.... K
:: : .MMMpe,q>tpM. 1 Cava �. FAx 184
a -
MOM r. w tcAM NM--ai-aaN w
CERTIFICATE OF AUMORT MON 0 t� i
1.MIM :»:°"-" COPYRIOM 0 8018
.'3�NOTATION: r.tAAINE
. FLOOD zD
1 HEREBY CERTIFY. that this survey graphieauy represents The survey hereon -os mode without benefit of abstract or w/ ELEVA110K X (NIA)
the recutts Of o Field Survey made under my responsibleandthe
•S :.w..r direction oed ca *% with the tritest Stondwds of � �ve3ong no& DIer6Forli eat Uf14 r*Wdd DIRE rrrn;t m
Nur r.aa r WoeUct !or Serve o5 Ti++9 more no Grtl6ontione raperdhp Nlormotlen pfd �' 12007) 0406H 8
-emesnoMs -mato I, ys Promulgated by the nori00 Stowe shown or not shown hereon pertaining 10 easements, dalms /3/13
Board of Prolessional Surveyar5 one M Chapter g
Mapper-- 00 0( cosemHklts. R)ghla-e(-way. tethatk linlL, ev6Aaps,
NA` SJ -17 F.A.C.: Pursuant to section 472427. Flaido E)oundory tine d Wtes. OWeentents, reservoNons or other Fe/POs N/A
ie,,,rN„a,�,,,, „11 ctotuec, subject to all noted and notations shown hereon Similar matters which may appear in the abstract. or scorch.
• pawn lar fMRw IwIwIMeMY PVI
. wa MA w.e VIM wr AMM N/A N/A This curve i8 Mn
-Fre Aur-. ur.M.rw a wnr—.e OATS SCALE Y ed hereon
and Certified far the exclusive Fee use Of 10/ZO/18 1'=30'
RELO tNORK C01fPtJ:TEO MAP 4RIGWAl1Y SIGNED the diem named h/rrOOn Ono the survey mop and r9port Of
the copies thereof are not valid without the signature and
N/A ere ari*ol raised seal of o Florida licensed surwyor and PROJE� NREMStONr A
THOMAS P HUGHES. P.LS mapper• 1344-i6ti-03S
STATE OF FLORIDA LICENSE, NUMBER LS 3507 r0RAwt BY: STH CHECKED BY: OOD SHEET 1 OF__L_