2302 W Oceanwalk Dr RESO21-0082 Sunroom with Composit RoofOWNER:ADDRESS:CITY:STATE:ZIP:
CROCKER JOHN R 2302 OCEANWALK DR W ATLANTIC BEACH FL 32233-4696
COMPANY:ADDRESS:CITY:STATE:ZIP:
SOUTHERN ENCLOSURES 69 COLLEGE DR ORANGE PARK FL 32065
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169463 1092 OCEANWALK UNIT 03
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2302 W OCEANWALK DR
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
SUNROOM WITH COMPOSIT
ROOF $47818.00
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 ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
2 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.
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: 12/15/2021
PERMIT NUMBER
RESO21-0082
ISSUED: 12/15/2021
EXPIRES: 6/13/2022
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00
BUILDING PERMIT 455-0000-322-1000 0 $290.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $145.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.40
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.60
TOTAL: $574.00
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 12/15/2021
PERMIT NUMBER
RESO21-0082
ISSUED: 12/15/2021
EXPIRES: 6/13/2022
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $574.00
RESO21-0082 Address: 2302 W OCEANWALK DR APN: 169463 1092 $574.00
BLDG SUBSEQUENT PLAN REVIEW FEES $125.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00
BUILDING $290.00
BUILDING PERMIT 455-0000-322-1000 0 $290.00
BUILDING PLAN REVIEW $145.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $145.00
STATE SURCHARGES $14.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.40
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.60
TOTAL FEES PAID BY RECEIPT: R18306 $574.00
Printed: Wednesday, December 15, 2021 1:21 PM
Date Paid: Wednesday, December 15, 2021
Paid By: SOUTHERN ENCLOSURES
Pay Method: CREDIT CARD 560530535
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R18306
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
RESO21-0082
RESO21-0082
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223 Taylor St., Suite 121, Punta Gorda, FL 33950 p: (941) 456-7535 f: (941) 456-7537e: admin@southsunengineering.com w: www.southsunengineering.com Engineering, Design & Consulting NGINEERING, INC.EOUTH UN S S PROJECT NO:DATE:LIC. PE 89757 FL IT IS THE OPINION OF THE ENGINEER THAT THE DESIGN CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WAS DEVELOPED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION.
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THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOSHUA M. BICE, P.E.USING A CA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE CA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
DATE:1 2 3 4REVISION:LIC. CA 31642 FL SHEET:PROJECT NO:DATE:PROPERTY ADDRESS:CONTRACTOR:
SC
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223 Taylor St., Suite 121, Punta Gorda, FL 33950 p: (941) 456-7535 f: (941) 456-7537e: admin@southsunengineering.com w: www.southsunengineering.com Engineering, Design & Consulting NGINEERING, INC.EOUTH UN S SLIC. PE 89757 FL JOSHUA M. BICE, P.E.IT IS THE OPINION OF THE ENGINEER THAT THE DESIGN CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WAS DEVELOPED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION.2302 OCEAN WALK DR., ATLANTIC BEACH, FL 32233 08/30/2021 A21-083003SOUTHERNENCLOSURES, INC.
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THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOSHUA M. BICE, P.E.USING A CA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE CA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
DATE:1 2 3 4REVISION:LIC. CA 31642 FL SHEET:PROJECT NO:DATE:PROPERTY ADDRESS:CONTRACTOR:223 Taylor St., Suite 121, Punta Gorda, FL 33950 p: (941) 456-7535 f: (941) 456-7537e: admin@southsunengineering.com w: www.southsunengineering.com Engineering, Design & Consulting NGINEERING, INC.EOUTH UN S SLIC. PE 89757 FL JOSHUA M. BICE, P.E.IT IS THE OPINION OF THE ENGINEER THAT THE DESIGN CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WAS DEVELOPED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION.2302 OCEAN WALK DR., ATLANTIC BEACH, FL 32233 08/30/2021 A21-083003SOUTHERNENCLOSURES, INC.
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DATE:1 2 3 4REVISION:LIC. CA 31642 FL SHEET:PROJECT NO:DATE:PROPERTY ADDRESS:CONTRACTOR:223 Taylor St., Suite 121, Punta Gorda, FL 33950 p: (941) 456-7535 f: (941) 456-7537e: admin@southsunengineering.com w: www.southsunengineering.com Engineering, Design & Consulting NGINEERING, INC.EOUTH UN S SLIC. PE 89757 FL JOSHUA M. BICE, P.E.IT IS THE OPINION OF THE ENGINEER THAT THE DESIGN CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WAS DEVELOPED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION.2302 OCEAN WALK DR., ATLANTIC BEACH, FL 32233 08/30/2021 A21-083003SOUTHERNENCLOSURES, INC.S04
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.
C
.
SCALE: N.T.S.
IS
O
L
A
T
E
D
F
O
O
T
I
N
G
W
/
E
M
B
E
D
D
E
D
C
O
L
U
M
N
3 04
COLUMN PER PLAN 24"36"48"4'x4'x3' 3000 PSI CONCRETE FOOTING.
(5
)
#
5
B
A
R
S
E
/
W
T
O
P
A
N
D
B
O
T
T
O
M
WAY. EMBED COLUMN INTO CONCRETE 18" NOTE: 3" MIN COVER OVER STEEL ON ALL SIDES (TYP.)(1) #5X16" REBAR THROUGH COLUMN 3" FROM COL BASE COLUMN PER PLANFASTEN PANELS TO BEAM W/#14X4"SMS W/1-1/2"NEO-WASHER AT 8" O/C (TYP)BEAM PER PLAN-NOTCH COLUMN TO RECEIVE BEAM FASTEN W/ (3) 3/8" HEX BOLTS THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JOSHUA M. BICE, P.E.USING A CA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE CA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.SCALE: N.T.S.COL/BEAM COMPOSITE PANEL CONNECTION
6 04