1485 MARSH VIEW CT POOL21-0043 Pool and SpaOWNER:ADDRESS:CITY:STATE:ZIP:
COUSIN LAURA L 1485 MARSH VIEW CT ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
SOUTHERN ELEGANCE
POOLS, LLC 522 13TH AVE N.JACKSONVILLE
BEACH FL 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170704 0080 HIDDEN PARADISE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1485 MARSH VIEW CT SWIMMING POOL SWIMMING
POOL RESIDENTIAL SWIMMING POOL AND SPA $70000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
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.
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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 2/4/2022
PERMIT NUMBER
POOL21-0043
ISSUED: 2/4/2022
EXPIRES: 8/3/2022
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $360.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $180.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.10
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.40
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $753.50
3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon).
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
9 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL
Notes:
No additional impervious area can be added on this permit.
2 of 2Issued Date: 2/4/2022
PERMIT NUMBER
POOL21-0043
ISSUED: 2/4/2022
EXPIRES: 8/3/2022
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $753.50
POOL21-0043 Address: 1485 MARSH VIEW CT APN: 170704 0080 $753.50
BUILDING $360.00
BUILDING PERMIT 455-0000-322-1000 0 $360.00
BUILDING PLAN REVIEW $180.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $180.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $13.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.10
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.40
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R18683 $753.50
Printed: Friday, February 4, 2022 10:06 AM
Date Paid: Friday, February 04, 2022
Paid By: SOUTHERN ELEGANCE POOLS, LLC
Pay Method: CREDIT CARD 583076440
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R18683
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
Page 1 of 2
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BULLETIN 2-18
To: All Permit Applicants.
From: Dan Arlington, CBO
City Building Official
Date: May 9, 2018
Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST-
CONSTRUCTION SURVEYS REQUIRED.
Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST-
CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development.
Sec. 24-66. - Stormwater, drainage, storage and treatment requirements.
(a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the
stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303,
definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set
forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a
development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy.
Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida
surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be
unnecessary.
1. A pre-construction topographical survey must be provided with the building permit
application for any new development over 250 square feet.
2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL),
and distances to property lines must be on site for the Slab Inspection, where the proposed
structures are less than 0.5 feet from any BRL.
NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where
the proposed structures are greater than 0.5 feet from all BRLs.
(Blank Form Board Certificates are provided by the City)
3. A final post-construction topographical survey must be provided before the Final
Inspections can be scheduled.
Page 2 of 2
The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and
dated; drawn to scale; and should be of sufficient size and clarity to indicate the location,
nature, and extent of the new work and the existing structures on the site. The surveys must also
show the locations and dimensions of the following: all impervious surfaces, pavers (new and
previously existing, not removed by construction), setbacks, distances from lot lines, finished
floor elevation, street address, site drainage patterns, and established finished grades. Where
on-site stormwater retention is required, elevations must be shown to fully define the retention
areas.
All elevations should reference NAVD 1988 and the elevation and location of the benchmark
for the survey should be indicated.
If the structure is located in a flood zone, please provide finis h floor elevations for all floor
le vels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA
Elevation Certificate is required before the slab is poured and a final Elevation Certificate is
required be fore final C.O. inspection, per FEMA and NFIP Guidelines.
Other features to be shown include flood zone boundary lines, base flood elevations (BFE),
flood ways, the Coastal Construction Control Line (CCCL), all easements , storm water
retention areas, all storm water requirements of COAB, Land Development Regulations,
Sectio n 24-66 and any other development features.
All fill dirt must be approved by Public Works before delivery.
The pre-construction, form board, and final post-construction surveys are important documents
for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this
information in the permanent record. We appreciate your cooperation in this matter.
DJA 5/9/2018, 10/02/2018
Job Address:
Building Permit Application
City of Atlantic Beach Building Department
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Bujl£!ing-Dept@co_a_a._u_S
Legal Description
Permit Number:
Valuatlon of Work (Replacement Cost)Heated/Cooled SF
Updated 10/9/18
Nan- Heated/Cooled
• Classof work: HNew t]Addition HAlteration HRepair EMove EDemo EPool Hwindow/Door
• Use of existing/proposed structure(s): ECommercial glResidential
• lfan existingstructure, isa fire sprlnklersystem installed?: EYes EINo
Florida Product Approval
ProDertv Owner Information_
Name CqusIN `IAURA`+
: ,-` ` - state -FLt'-,
E-Maw=lauracuz722@gmail.com
for multiple products use product approval form
Address E|4£5?|M.ars!¢+#w,8p,vrs. , .:I phone
Owner or Agent (If Agent, Power of Attorriey or Agency Letter Required)
Contractor Information
Engineer's Name & Phone #
Workers Compensation Insurer OR Exempt B 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 regulating
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. NO"CE: ln 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.
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 T0 RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T0 YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
ifewodiag;(orafflrmed) before methisardayof Signed and sworn to (oraffirmed
[ qfrrsonally Known OR
[ I Produced ldentificatl
Type of ldentificatlon:
Notary Pubfic State of Florlda
Jennifer Cribbs
My Commission GG 223766
Expires OS/31 /2022
Lftyu _ adr b methisa|dayof
State Of Florida
Iuf=nawyKnownoR
I I Produced Identification
Type of ldentmcation:
#yp::smomdeaet%no82G2237e6
POOL21-0043
`ffi:¥St'. ` 5PtyE:fgtyaE:cE::aTc[h°N AFFrDAV]T pE::i:TmMloffJcfu5£ow[y
Community Development Department§i.I-RE,`.`:j``800SeminoleRoadAtlanticBeach,FL32233
b.<j.ffi`' '}:` (p)9o4-247~5800SITEINFORMATION
ADDRESS 1485 Marsh View Court Atlantic Beach FL 32233
SUBDIVISION Hidden paradise BLOCK LOT 15
RE# 170704-0080 EE RESIDENTIAL I COMMERCIAL I OTHER
APPLICANT INFORMATION
NAME COUSIN LAUBA PHONE #
ADDRESS 1485 Marsh view court CELL #
CITY Atlantic Beach STATE FL ZIP CODE 32233
EMAiL Lauracuz722@amail.com EB OwNER I LEGALAUTHORizEDAGENT
I affirm that I 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 Florida and/or I have participated in a pre-
application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated
trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described
property and/or adjacent properties including right-of-way.1HEREBYCERTIFYTHATALLINFORMATIONPROVIDEDISCORRECT:SignatureofPropertyOwner(s)orAuthorizedAgent
C3ee&<;z+ Laura cousin 1 1 /?a/? 1
SIGNATURE OF APPLICANT PRINT OR TYPE NAME DATE
SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME DATE
Signedandswornbeforemeonthis a.1 dayof |no\fuw`\n£/ 2QZLby Stateof fl `
Lcfuv-c` C¢ut``\4 Countyof ®HivlaJ
'::tnht'::aot::n v='fijeeds I No *€av#j !§:::€i,8:P;:5c#;::;i:G°2`2F:;rfgr sgtt/Ee 7?rfVmissionexpiresSrl3ilzp22
.I
04 TREE AND VEGETATION AFFIDAVIT 03.011018
POOL21-0043
Simplified
Total
Dynamic
Head
(TDH)
Calculation
Worksheet
Determine
Maximum
System
Flow
Rate
Minimum
Flow
Rate
Required:
35gpm
per
skimmer
(required:
1
skimmer
per
800
sq
ft
of
surf.
area)
1.Calculate
Pool
Volume
_____________X
___________
X
7.48
(gal./cubic
foot)
=
____________________
(Surface
Area)
(Avg
Depth)
(Volume
in
Gallons)
2.Determine
preferred
Turnover
Time
in
Hours:
__________
X
60
(min
/
hour)
=_________________
(Hours)
(Turnover
in
min)
3.Determine
Max
Flow
Rate
________________
/
________________
+
______________
=
___________________
(Volume
in
Gallons)
(Turnover
in
Min)
(Pool
Flow
Rate)
(System
Flow
Rate)
4.Spa
Jets:
__________
X
____________
GPM
per
jet
=
____________________
flow
rate
(No
of
Jets)
(Jet
Flow)
(Total
Jet
Flow
Rate)
(For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa)
Determine
Pipe
Sizes:
Branch Piping to be _______ inch to keep velocity @ 6 fps max. at _____ gpm Maximum System Flow Rate
Suction Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate
Return Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate
Determine Simplified TDH:
1.Distance from pool, to pump in Ft:___________
2.Friction loss (in suction pipe) in _______ inch pipe per 1 t. @ gpm = _____(from pipe flow/friction loss chart)
3.Friction loss (in return pipe) in ________ inch pipe per 1 t. @ gpm = _____(from pipe flow/friction loss chart)
4.________________ X ___________________ = ______________
(Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe)
5.________________ X ___________________ = ______________
(Ft of head/1 ft of Pipe)(Length of Return Pipe) (TDH Suction Pipe)
Flow and Friction Loss Per Foot
(Schedule 40 pvc Pipe)
Velocity
-‐
Feet
Per
Second
Pipe
Size
6
FPS
8
FPS
1.5"
37
gpm
0.08'
50
gpm
.14'
2"
62gpm
0.06'
82
gpm
.10"
2.5"
88
gpm
0.05'
117
gpm
.08'
3"
136
gpm
0.04'
181
gpm
.07'
Selected
Pump
and
Main
Drain
Cover:
Pump
selection
___________________________________
using
pump
curve
for
TDH
&
System
Flow
Rate
(Pump
model
and
size
in
HP)
Main
Drain
Cover_________________________________
(System
Flow
Rate
must
not
exceed
approved
cover
flow
rates)
(model
)
Notes:
Minimum
system
flow
based
on
minimum
flow
per
skimmer
of
35
gpm.
Determine
the
Number
and
Type
of
Required
In-‐floor
Suction
Outlets:
(Check
all
that
apply)
☐¤ ← 3’ → ¤ ____________ suction outlets @ ____________gpm max. flow (see note
2) ☐¤ ¤ ¤ _____________ suction outlets @ ____________gpm max. flow (see note 3)
☐_____________ channel drain @ ____________gpm w/ _______ports (see note 4)
ANSI/APSP 5&7,
2013
Specifies
three
methods
for
determining
the
maximum
system
flow
rate.
The
following
simplified
TDH
calculation
is
one
of
the
methods
specified.
TDH
in
Piping______________
Filter
loss
in
TDH
(from
filter
data
sheet)______________
Heater
loss
in
TDH
(from
heater
data
sheet)______________
Total
all
other
loss______________
Total
Dynamic
Head
(TDH)______________
Velocity
-‐
Feet
Per
Second
Pipe
Size
6
FPS
8
FPS
1.5"
37
gpm
0.08'
50
gpm
.14'
2"
62
gpm
0.06'
82
gpm
.10"
2.5"
88
gpm
0.05'
117
gpm
.08'
3"
136
gpm
0.04'
181
gpm
.07'
4"
234
gpm
0.03'
313
gpm
.05'
6"
534
gpm
0.02'
712
gpm
.03'
TDH
Calculation
Options
(For
each
Pump)
Check
one
☐Simplified
Total
Dynamic
Head
(STDH)
Complete
STDH
Worksheet
–
Fill
in
all
blanks
☐Total
Dynamic
Head
(TDH)
Complete
Program
or
other
calcs.
Fill
in
required
blanks
on
worksheet
&
attach
calculations
☐Maximum
Flow
Capacity
of
the
new
or
replacement
pump
Notes:
1.If
a
variable
speed
pump
is
used,
use
the
max
pump
low
in
calculations
2.For
side
wall
drains,
use
appropriate
side
wall
drain
flow
as
published
by
manufacturer
3.Insert
manufacturer’s
name
and
approved
maximum
flow
4.See
installation
instructions
for
number
of
ports
to
be
used
5.In-‐Floor
suction
outlet
cover/grate
must
conform
to
most
recent
edition
of
ASME/ANSI
A112.19.8
and
be
embossed
with
that
edition
approval
6.Pump,
Filter
and
Heater
make
and
model
cannot
change,
and
equipment
location
cannot
be
move
closer
the
pool
without
submitting
a
revised
plan
and
TDH
calculation
worksheet
for
approval
Flow and Friction Loss Per Foot
(Schedule 40 pvc Pipe)
ANSI/APSP/ICC
Worksheet
Swimming Pool Energy Efficiency Compliance Information
Note: These Requirements Apply ONLY to the Filtration Pump
Maximum Filtration Flow Rate Calcutlations
Pool Water Voume______÷ 360 =______ gpm = filtration flow rate
Is there an Auxiliary load on the filtration pump? Yes___ NO____
If so, what is the auxiliary flow rate _______gpm
Maximum Flow Rate ______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.
Suction Pipe size @ 8 fps ________inch
Return Pipe size @ 8 fps ________inch
Filter Factors: (Cartridge .375) or (D.E 2) or (Sand 15)
____________÷ _____________=___________________
(flow rate) (filter factor) (minimum filter size)
Filter Make/Size __________________________________
Backwash valve? Yes_____ No______ (if yes, must be 2 inch min)
Pump Selection from APSP database on Curve A (less than 17000
gallons) or C (greater than 17000 gallons) (circle one)
Model_________________________________________
Flow Rate (low speed)______gpm @ ______rpm
Flow Rate (high speed) ______gpm @ ____ rpm
Date
_____________________________________________________
Contractors
Signature
_____________________________________________________
Print
Name
_____________________________________________________
Certification
Number
_____________________________________________________
Telephone
Number
Pump Controls
Standard time clock / 2 speed time clock _____or other ______
Heater Model _______________________________________
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.
Swimming
Pool
Specifications
for:
Owner:____________________________________________________________
Address___________________________________________________________
City,
State,
Zip____________________________________________________
____________________________________________________________________
_____________________________________________________________________
_____________________________________________________________________
_____________________________________________________________________
_____________________________________________________________________
_____________________________________________________________________
_____________________________________________________________________
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 2 4 6 8 10 12 14 16 18
0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3
1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7
2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25
3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3
4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2
7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5
8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8
9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4
P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8
S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1
I 13 30 32.3 34.5 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
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55
16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3
17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6
18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2
20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5
21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9
22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2
23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5
24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8
25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78
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 90.5 82.7
28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85
29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3
30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6
31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92
32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3
33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6
34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9
35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2
*NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH.
** GAGES TO BE INSTALLED AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.
of
DRAWN BY: JCL
SCALE: 1/8" = 1'
REVISIONS
5
DESIGNER: JCL
(904) 208 – 8749
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PAGE 1–COVER PAGE
PAGE 2–SITE PLAN
PAGE 3–STEEL PLAN
PAGE 4–MAIN POOL
1
The following plans adhere to - Florida Building Code 2020, National Electric Code 2017, Florida Fire Prevention Code
2020 & City of Atlantic Beach Code of Ordinances
A New Residence Pool For
The Cousin Family
-- 1485 Marsh View Ct. --
-- Atlantic Beach, FL 32233 --
of
DRAWN BY: JCL
SCALE: 1/8" = 1'
REVISIONS
5
DESIGNER: JCL
(904) 208 – 8749
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REVISIONS
TO
T
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:
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32
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(A
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5
2
.
6
%
)
EXISTING SITE PLAN
of
DRAWN BY: JCL
SCALE: 1/8" = 1'
REVISIONS
5
DESIGNER: JCL
(904) 208 – 8749
So
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--
5'
5'
13'-1"
POOL EQUIP
MAIN DRAIN
POOL SHELL
SPA SHELL
3
TO
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:
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:
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:
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(I
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2
6
%
)
PROPOSED SITE PLAN
of
DRAWN BY: JCL
SCALE: 1/8" = 1'
REVISIONS
5
DESIGNER: JCL
(904) 208 – 8749
So
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--
N.T.S.
4
NOTES:
> DRAWING TYPICAL FOR ALL SHELLS WITHIN 7ft. OF
DEPTH
> # 3 REBAR TO BE USED TYPICAL THROUGHOUT
> EVERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS
(EQUIVALENCE 11.25" )
> SEE ATTACHED PLANS FOR VENT LINE DETAILS
SHALLOW - DEEP
TYPICAL STEEL LAYOUT FOR
SHELL WITH DEPTH
UNDER 7ft.
6"
8"
6"
POOLPOOL
DUAL MAIN DRAINS OR CHANNEL DRAIN
FOR ANTI-ENTRAPMENT
PURPOSES
TYP. BEAM
THICKNESS
TOP (2) HORIZONTAL
BARS ON 6" CENTERS
TYP. WIDTH
AT TOP OF BEAM
12
"
6"
TOP BAR STARTS 6"
FROM TOP OF BEAM
WATERLINE
TILEWATERLINE
#3 REBAR ON 12"
CENTERS TYP.
SPA RAISED 12" WITH
#3 REBAR ON 12"
CENTERS TYP.
#3 REBAR ON 12"
CENTERS TYP.
SPASPA
6"
TOP (2) HORIZONTAL
BARS ON 6" CENTERS
TYP. WIDTH
AT TOP OF BEAM
12
"
6"
TOP BAR STARTS 6"
FROM TOP OF BEAM
NOTES:
> DRAWING TYPICAL FOR ALL SHELLS WITHIN 7ft. OF
DEPTH
> # 3 REBAR TO BE USED TYPICAL THROUGHOUT
> EVERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS
(EQUIVALENCE 11.25" )
> SEE ATTACHED PLANS FOR VENT LINE DETAILS
SHALLOW - DEEP
TYPICAL STEEL LAYOUT FOR
SHELL WITH DEPTH
UNDER 7ft.
6"
8"
6"
POOL
DUAL MAIN DRAINS OR CHANNEL DRAIN
FOR ANTI-ENTRAPMENT
PURPOSES
TYP. BEAM
THICKNESS
TOP (2) HORIZONTAL
BARS ON 6" CENTERS
TYP. WIDTH
AT TOP OF BEAM
12
"
6"
TOP BAR STARTS 6"
FROM TOP OF BEAM
WATERLINE
TILEWATERLINE
#3 REBAR ON 12"
CENTERS TYP.
SPA RAISED 12" WITH
#3 REBAR ON 12"
CENTERS TYP.
#3 REBAR ON 12"
CENTERS TYP.
SPA
6"
TOP (2) HORIZONTAL
BARS ON 6" CENTERS
TYP. WIDTH
AT TOP OF BEAM
12
"
6"
TOP BAR STARTS 6"
FROM TOP OF BEAM
of
DRAWN BY: JCL
SCALE: 1/8" = 1'
REVISIONS
5
DESIGNER: JCL
(904) 208 – 8749
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--
5
WALL RETURN
(TYPICAL OF 3)
MAIN
DRAINS
CUSTOMER ELECTS TO USE ONE
OF THE FOLLOWING
1. HARD WIRED ALARMS ON
ALL DOORS AND WINDOWS
LEADING TO POOL AREA.
2. CHILDPROOF FENCE.
3. POOL COVER.
4. OTHER APPROVED METHOD.
CUSTOMER INITIALS:
CUSTOMER ELECTS TO USE ONE
OF THE FOLLOWING
1. HARD WIRED ALARMS ON
ALL DOORS AND WINDOWS
LEADING TO POOL AREA.
2. CHILDPROOF FENCE.
3. POOL COVER.
4. OTHER APPROVED METHOD.
CUSTOMER INITIALS:
X
CUSTOMER ELECTS TO USE ONE
OF THE FOLLOWING
1. HARD WIRED ALARMS ON
ALL DOORS AND WINDOWS
LEADING TO POOL AREA.
2. CHILDPROOF FENCE.
3. POOL COVER.
4. OTHER APPROVED METHOD.
CUSTOMER INITIALS:
X
P
/
E
SKIMMER
POOL AREA: 405 Sq. Ft.
POOL PERIMETER: 110 Ln. Ft.
SPA AREA: 32 Sq. Ft.
SPA PERIMETER: 24 Ln. Ft.
DECK AREA:102 Sq. Ft.
TURF AREA: 0 Sq. Ft.
6/10/2021
Covered Lanai
3'-8"
DEPTH
5'-5"
DEPTH
COLOR CHANGING LED
LIGHT (TYPICAL OF 2)
Walk In Steps
Bench Seat
PROJECT AREA
533 Sq. Ft.
COVERING REMOVAL NEEDED
266.5 Sq. Ft.
6/18/2021
Bubblers
7"
DEPTH19
'
-6"
13'-1"
5'-0"
5'
-0"
6'
-7"
4'-0"
4'
-0"
4'
-10
"
6'
-10
"
8'
-0"
37'-0"
14
'
-7"
9'
-9"
4'
-0"
8'-0"
SPA RAISED 6"
ACCENTED BY A 24"
TILED SPILLWAY
POOL BEAM
CLEANER LINE
POOL EQUIP
5'-0"
POOL21-0043