1878 Seminole Rd FOUN20-0005 foundation permitOWNER:ADDRESS:CITY:STATE:ZIP:
MIDDLETON CATHERINE W 1878 SEMINOLE RD ATLANTIC BEACH FL 32233-5916
COMPANY:ADDRESS:CITY:STATE:ZIP:
PETER COALSON DESIGN
FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172020 0522 SELVA MARINA UNIT 09
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1878 SEMINOLE RD
FOUNDATION ONLY SINGLE OR
TWO FAMILY FOUNDATION
ONLY
foundation for addition $160000.00
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.
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: 9/18/2020
PERMIT NUMBER
FOUN20-0005
ISSUED: 9/18/2020
EXPIRES: 3/17/2021
FOUNDATION ONLY 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 $660.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $330.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $14.85
STATE DCA SURCHARGE 455-0000-208-0600 0 $9.90
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $1,214.75
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 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.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 9/18/2020
PERMIT NUMBER
FOUN20-0005
ISSUED: 9/18/2020
EXPIRES: 3/17/2021
FOUNDATION ONLY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
1
IMPORTANT
PERMIT AND INSPECTION NOTES
BUILDING.
1. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68.
2. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68
and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade.
Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE).
3. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit
compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof.
4. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch)
will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly.
5. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC-
R401.
6. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection.
7. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is
required for slab inspection.
8. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and
R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar.
9. Inspections:
a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and
should be scheduled for the first day of work.
b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown -
coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection.
c. All roofing projects require an In-Progress Inspection, Residential and Commercial.
d. The roof must be complete and the building dried in before scheduling rough trades inspections.
10. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be
inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be
sealed.
11. Please post the building permit documents in a conspicuous location, before start of construction,
including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The
Police Department may review the management plan for compliance and parking.
12. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City
Manager.
2
13. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan
review and approved before it can be inspected. Building inspectors are not authorized to approve changes to
the approved plans in the field. (See Mechanical)
14. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply,
including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where
the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR)
and installed during or immediately after excavation.
EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY.
1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC-
EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that
information on the plans, with the Design Criteria and Code Analysis.
2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter.
3. When it is discovered during construction that the Compliance Method is not correct, or the project
has expanded into another Compliance Method, revised plans will be required to update the Permit.
No inspections will be conducted until the approved revisions are on site.
4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current
provisions for Energy Conservation, including weatherproofing and insulation will apply.
5. Building inspectors are not authorized to approve changes to the approved plans in the field.
ROOFING.
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing
Inspection is approved.
b. All roofing projects require an In-Progress Inspection.
c. Sheathing installation and replacement guidelines per APA.
d. Underlayment must conform to FBC-R Table 905.1.1
e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F
ELECTRICAL.
1. Electrical work must comply with the provisions of the 2014 NEC.
2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing
Approval Documents for the conductors and the termination points, at each end, specifically allow
connection without the compound. (Three documents will be required)
PLUMBING.
1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5.
2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer
must be internally examined to verify proper size and slope and that piping is not broken or obstructed,
3
per FBC-R, P2502.1.
3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection.
4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per
FBC-R, P2604.3.
MECHANICAL.
1. All equipment and duct work must match the approved plans and Energy Sheets.
The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or
a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and
trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the
Mechanical Contractor with State License Number.
FUEL GAS.
1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas.
2. LP gas storage systems and outside piping must comply with NFPA 58.
3. All underground gas piping and tubing must be buried with 12-inches of cover.
4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval.
4
01/23/20, 02/13/20
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
SHED 207 SQ.FT.
RESIDENCE W/ ADDITION
3,519 SQ.FT.TOTAL IMPERMEABLE
38%COVERAGE %
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
TOTAL LOT 9100 SQ.FT.
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 106/21/20
JOB DESCRIPTION
INDEX OF DRAWINGS
1 SITE PLAN
2 FLOOR PLAN KITCHEN PLAN
4 FOUNDATION PLAN PLAN
5 ROOF PLAN
6 ELEVATION
7 ELEVATION
8 ELEVATON
9 ELEVATION
10
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB
SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE
DESIGNER & OWNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS,
ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS
AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER
WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS
ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 3,000 PSF. THE CONTRACTOR
SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER & OWNER PRIOR TO
COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
SPECIFICATION AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
SITE DRAWINGS, CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND
OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
6. ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING NAILS, SHALL BE
HOT DIP GALVANIZED OR STAINLESS STEEL. CONTINUOUS ANCHORAGE SHALL BE
PROVIDED BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS AND FOOTINGS
WITH USE OF STRAPS AND CONNECTORS AS SPECIFIED HEREIN.
7. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED WITH DEVICE OF EQUAL OR
GREATER CAPACITY.
8. THE INSTALLATION OF THE FASTENERS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS. WIND BRACING (1ST AND 2ND FLOORS) 4'-0" X
8'-0" x 1/2" EXTERIOR GRADE PLYWOOD SIDING. NAIL 6" 0.C. FIELD
AND EDGE.
19. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE
BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION
OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUIDES, OR TIE
DOWNS.
214 SQ.FT.REMOVE WALKS
1" = 30' SCALE
A
1
FOUNDATION PLAN
LOT COVERAGE
2,275 SQ.FT.
WALKS & DRIVE 1,451SQ.FT.
3 BUILDING SECTION / ENGINEERING
ELECTRICAL / DETAILS & NOTES
TYPICAL WALL SECTION & SPECIFICIATIONS
11
CONTRACTOR
TO REMOVE
CONCRETE
DECK
CONTRACTOR
TO REMOVE
CONCRETE
ADDITION
ADDITIONRENOVATE SINGLE STORY RESIDENCE. CONSTRUCT ADDITION ON WEST SIDE
OF RESIDENCE. EXPAND EXISTING FLOOR PLAN INTO GARAGE AN FRONT
PORCH UNDER EXISTING ROOF LINE. CREATE VAULTED CEILING IN MAIN
LIVING AREA. UPGRADE ELECTRIC & PLUMBING INSTALL NEW HVAC SYSTEM.
REPLACE ALL WINDOWS. INSTALL NEW BOARD & BATTON SIDING ON EXTERIOR
REPAINT EXTERIOR & INTERIOR OF RESIDENCE. INSTALL NEW WOOD & TILE
FLOORING PER ALLOWANCE. PROVIDE AND INSTALL WITH TOPS & APPLIANCES
ELECTRICAL CODE
WIND SPEED 130 MPH IMPORTANCE FACTOR 1
TYPE OF CONSTRUCTIO
N
OCCUPANCY CLASS
Type V-B
R-3
EXPOSURE C ENCLOSEDWIND EXPOSURE
FLORIDA BUILDING CODE 6th Addition 2017
RISK LEVEL II
BUILDING CODE
REMODEL CATAGORY ALTERATION LEVEL 3
NATIONAL ELECTRICAL CODE 2014
GOVERNING CODES
ENGINEERNG SPECIFICATIONS TAKE PRECEDENCE OVER ARCHITECTUAL
WRITTEN DIMENSIONS TAKE PRESENDENCE OVER SCALED DRAWINGS
NOTE:
FOUNDATION ONLY
FOUNDATION ONLY
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $1,214.75
FOUN20-0005 Address: 1878 SEMINOLE RD APN: 172020 0522 $1,214.75
BUILDING $660.00
BUILDING PERMIT 455-0000-322-1000 0 $660.00
BUILDING PLAN REVIEW $330.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $330.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $24.75
STATE DBPR SURCHARGE 455-0000-208-0700 0 $14.85
STATE DCA SURCHARGE 455-0000-208-0600 0 $9.90
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R13318 $1,214.75
Printed: Friday, September 18, 2020 11:53 AM
Date Paid: Friday, September 18, 2020
Paid By: PETER COALSON DESIGN FOR FLORIDA LLC
Pay Method: CREDIT CARD 363175856
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R13318