1769 Atlantic Beach Dr POOL20-0016 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP:
ADCOCK BRIAN J 14560 ISLAND DR JACKSONVILLE FL 32250
COMPANY:ADDRESS:CITY:STATE:ZIP:
ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169505 1475 ATLANTIC BEACH
COUNTRY CLUB UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1769 ATLANTIC BEACH DR SWIMMING POOL SWIMMING
POOL RESIDENTIAL
inground swimming pool -
Renewed $54700.00
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: 7/22/2020
PERMIT NUMBER
POOL20-0016
ISSUED: 7/22/2020
EXPIRES: 3/10/2024
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 $300.00
BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $66.12
BUILDING PLAN CHECK 455-0000-322-1001 0 $150.00
POOL SAFETY 11/02/2020 RBE 455-0000-322-1002 0 $55.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.75
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.50
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $782.37
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 DOCUMENT IMPERVIOUS AREA INFORMATIONAL
Notes:
Strongly suggest thorough documentation of impervious areas be recorded.
2 of 2Issued Date: 7/22/2020
PERMIT NUMBER
POOL20-0016
ISSUED: 7/22/2020
EXPIRES: 3/10/2024
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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
inground swimming poo
1769 ATLANTIC BEACH DR
ISLAND POOLS,LLC
POOL20-0016
Cover page
The Adcock residence
1769 Atlantic Beach Dr
Atlantic Beach FL 32233
Occupancy class R-3
FBC 2014 NEC 2014
Impervious calculations (Refer to topo survey)
Site survey
Site plan
Drain and entrapment prevention
Pool steel drawings
Equipment cut sheets
Deed
NOC to be filed and sent in
Alarm specifications
Simplified Total Dynamic Head (TDH) Calculation Worksheet
CALCULATIONS MUST BE PER ANSI/APSP/ICC 7-13 & FBC-R R4501.6
The Contractor is responsible the accuracy of the 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 450 X £1.5 X 7.48 (gal./cubicfoot) = J 5'5 Db
(Surface Area) (Avg Depth) f _ (Volume in Gallons)
2. Determine preferred Turnover Time in Hours: \9 X 60 (min / hour) = 3GlO
3.DetermineMaxFlowRateI5S0C> / ?:r;'b + 0 = 2:jTr'b-PM r _ (Volume in Gallons) (Tumover in Min) (pool Flow Rate) (System Flow Rate)
4. Spa Jets: LO X /0 GPM per jet = (0 0 flow rate
(No of Jets) OetFlow) (Total Jet Flow Rate)
(For Single Pump pool /spa combo , use the higher of No.3 or No.4 in the following calculat ions for the pool & Spa)
Determine Pipe Sizes:
'2" Branch Piping to be -"~"'-:-_ inch to keep velocity @ 6 fps max. at 100 gpm Maximum System Flow Rate
~" 0 Suction Piping to be d, inch to keep velocity @ 8 fps max. at.1.QQ.. gpm Maximum System How Rate
~., 0
Return Piping to be Q\, inch to keep velocity @ 10 fps max. at J..QQ.. gpm Maximum System Flow Rate
Determine Simplified TDH: I
I . Distan ce from pool, to pump in Ft: d-.O
2. Friction loss (in sucti on pipe) in 3" inch pipe per I t. @ gpm = J 00 (from pipe flow/friction loss chart)
~" r~' 3 . Friction loss (in return pipe ) in 0\ inch pipe per I t. @ gpm = iQ;L(from pipe flow/friction loss chart)
4. d-O X .OL\ 0 .'6
(TDH Suction Pipe) a. 5.
(Ungth of Suction Pipe) (R of headl l ft of Pipe)
~o x~.~l(~)~~_
(Length of Suction Pipe) (Ft of beadll ft of Pipe) (fDH Suc;tion Pipe)
Rowand Friction Loss Per Foot
(Schedule 40 pvc Pipe)
~=i .
Pump anc Main Drain Cover:
TO H in Pi PinJS.g-'=~7-=.=""g,-
Filter loss in TDH (from ftlter data sheet)_-LI""S-=-_
Heater loss in TDH (from heater data sheet)_.I.;) ",5<-_
Total all other 10ss,_"",O,-,--=-_
Total Dynamic Head (TDH) 30l.. '6
Pump selection J:t.H ell i flo VS F-3DsD using pump curve for TDH & System Flow Rate
(Pump model and size in HP)
Main Drain Cover~ P /Vo VA (System Flow Rate must not exceed approved cover flow rates)
(Pump model and size in HPJ
Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm.
Determine the Number and Type of Required In-Ooor Suction Outlets:
(Check all that apply) "
t8--0 .... 3' ... 0 7 % suction outlets @ I () 0 9pm max. flow (see note 2)
00 o o _____ suction outlets @ _____ 9pm max. flow (see note 3)
DC' ======~ _____ channel drain @ 9pm wi ports (see note 4)
P
S
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
3 1
3 2
33
34
35
0
0
2.3
4 .6
6 .9
9 .2
11 .5
13.9
16.2
18.5
20.8
23.1
25.4
27.7
30
32.3
34.6
37
39.3
41 .6
43.9
46.2
48.5
SO.8
53 .1
55.4
57.8
60.1
62 .4
64 .7
67
69.3
71 .6
73.9
76.2
78.5
80.9
Total Head In Feet Conversion Chart
Inches Mercury (Vac uum Gau ge)
2 4 6 8 10 12 14 16
2 .3 4 .5 6 .8 9 11 .3 13.6 15.8 18.1
4 .6 5 .8 9 .1 11 .4 13 .6 15.9 18.1 20.4
6.9 6 .1 11 .4 13 .7 15 .9 18.2 20.4 22 .7
9.2 11 .5 13 .7 16 18 .2 20.5 22 .6 25
11 .5 13.8 16 18.3 20 .5 22.8 25 .1 27.3
13.6 16.1 18.3 20 .8 22 .8 25.1 27 .4 29.6
16.1 18.4 20.6 22 .9 25.2 27.4 29.7 31 .9
18 .4 20.7 23 25.2 27 .5 29 .7 32 34.3
20.7 23 25 .3 27 .5 29 .8 32 34.4 38.6
23 .1 25.3 27 .6 29 .8 32.1 34.3 38.6 38.9
2 5.4 27.6 29 .9 32.1 34.4 36.7 36.9 41 .2
27.7 29.9 32 .2 34.5 38.7 39 41 .2 43.5
30 32.2 34.5 38.8 39 41 .3 4 3.5 45 .8
32.3 34.5 38.8 39.1 41 .3 43 .6 45.9 46.1
34.6 36.9 39.1 41 .4 43.6 45.9 48.2 50.4
38.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7
39.2 41 .5 43.7 46 48.3 50.5 52.8 55
4 1.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4
43.8 46.1 4 8.4 50.6 52.9 55.1 57.4 59.7
46 .2 48 .4 50.7 52.9 55.2 57.4 5 9.7 62
48.5 50.7 53 55.2 57.5 59 .8 82 64.3
50.8 5 3 55.3 5 7.6 59.8 82.1 64.3 66.8
53.1 55.3 57.6 59.9 6 2.1 64.4 66.6 68.9
55.4 57.7 59.9 62.2 64.4 66.7 69 71 .2
57.7 6() 62.5 64.5 66.7 69 71 .3 73 .5
80 62.3 64.5 66.8 69.1 71 .3 73.6 75 .8
62 .3 64.6 66.8 69.1 71 .4 73.6 75 .9 78.1
64 .6 66.9 69 .2 71 .4 73.7 75.9 78 .2 90.5
66.9 69.2 71 .5 73 .7 76 76.2 80.5 82.8
69.3 71 .5 73.8 76 78 .3 80.5 82.8 85.1
71 .6 73.8 76.1 78 .3 80.8 82.9 85.1 87.4
73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7
76.2 78.4 80.7 83.1 65.2 87.5 69.7 92
78.5 80.7 83 65 .3 8 7 .5 69.8 92 94.3
80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6
83.1 85.4 87.6 89.9 92.2 94 .4 96.7 98.9
18
20.3
22 .7
25
27.3
29.6
31 .9
34.2
38.5
36.8
41 .1
43.4
45.8
48.1
50.4
52.7
55
57.3
59.6
61 .9
64.2
66.5
58.9
71 .2
73.5
75.8
78
80.4
82.7
65
87.3
89.6
92
94.3
96.6
98.9
101 .2
• NOTE : FIELD TDH MUST BE EQUAL T O OR HIGHER
THAN THE CALCULATED TDH .
•• GAGES TO BE INSTA LLED A T T HE T IM E OF FI NAL
IN SPECTIO N FO R VERIFICATIO N.
,