372 Royal Palms ACC20-0049 Detached Carport PermitOWNER:ADDRESS:CITY:STATE:ZIP:
DUENSING DAVID B 372 ROYAL PALMS DR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171714 0000 ROYAL PALMS UNIT
02A3.00
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
372 ROYAL PALMS DR ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY DETACHED CARPORT $4400.00
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: 9/22/2020
PERMIT NUMBER
ACC20-0049
ISSUED: 9/22/2020
EXPIRES: 3/21/2021
ACCESSORY 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
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.44
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $291.94
3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
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 CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-
way for construction parking.
2 of 2Issued Date: 9/22/2020
PERMIT NUMBER
ACC20-0049
ISSUED: 9/22/2020
EXPIRES: 3/21/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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IMPORTANT
PERMIT AND INSPECTION NOTES
BUILDING.
1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the
Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits.
2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68.
3. 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).
4. 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.
5. 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.
6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC-
R401.
7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection.
8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is
required for slab inspection.
9. 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.
10. 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.
11. 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.
12. 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.
13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City
Manager.
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14. 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)
15. 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
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must be internally examined to verify proper size and slope and that piping is not broken or obstructed,
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.
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01/23/20, 02/13/20
ACC20-0049
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
I. GENERAL NOTES:
I(a). 2.67” x 7/8” CORRUGATED PANELS TO BE MANUFACTURED FROM G-90 GALVANIZED STEEL,
GALVALUME, STAINLESS STEEL, OR ALUMINUM ALLOY 3003-H14.
I(b). 2.67” x 7/8” CORRUGATED PANELS TO BE BARE AS NOTED IN NOTE #1, OR PRE-PAINTED WITH A
SILICONIZED POLYESTER, KYNAR®, OR FLEXSHIELD FINISH.
I(c). 2.67” x 7/8” CORRUGATED PANELS TO BE SUPPLIED IN FORMED PANEL LENGTHS UP TO 40’-0”.
PANELS 40’-60’ ARE AVAILABLE WITH SPECIAL PACKAGING AND SHIPPING.
I(d). 2.67” x 7/8” CORRUGATED PANELS CAN BE SUPPLIED WITH VARIOUS FLASHINGS, PIPE JACKS,
FASTENERS, SEALANTS, AND CLOSURES TO COMPLETE A PROJECT.
I(e). CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION OF THE PANEL SYSTEM AND
TO INSURE ALL PURLINS, OR SUB-FRAMING MEMBERS ARE PROPERLY INSTALLED AND ALIGNED IN
ACCORDANCE WITH A.I.S.C. SPECIFICATIONS.
I(f). DUE TO INHERENT TOLERANCES OF BASE METAL, ANY FLAT SURFACE PANELS COULD HAVE
SOME “OIL-CANNING”. THIS IS NOT A BASIS FOR REJECTION OF THE PRODUCT.
I(g). DUE TO THE INDIVIDUALIZED NATURE OF PROJECTS, THE ERECTOR IS RESPONSIBLE FOR THE
CORRECT PANEL LENGTHS & QUANTITIES, AND ALL ACCESSORY SIZES, TYPES, & QUANTITIES.
I(h). IF AIR & WATER INFILTRATION TEST IS REQUIRED IN THE SPECIFICATIONS; THEN CALL
FACTORY FOR REQUIRED MODIFICATIONS OF DETAILS.
II. UNLOADING & STORAGE NOTES:
II(a). WHEN UNLOADING PANELS, SPREADER BAR & NYLON STRAPS OF THE PROPER SIZE, LENGTH,
AND SPACING ARE TO BE USED BY SKILLED PERSONNEL APPLYING PROPER PROCEDURES TO
PREVENT BUCKLING OR DAMAGE OF PANELS AND POSSIBLE BODILY INJURY.
II(b). UPON DELIVERY INSPECT & TAKE INVENTORY OF ALL PARTS. NOTE ANY DAMAGED OR
MISSING PARTS ON THE BILL OF LADING AND CONTACT FACTORY IMMEDIATELY.
II(c). INSPECT PANELS & TRIM FOR MOISTURE THAT MAY HAVE FORMED DURING SHIPMENT. IF
MOISTURE IS PRESENT, THEN MATERIALS MUST BE UNPACKAGED, WIPED DRY, AND THEN
RESTACKED.
II(d). IF INSIDE STORAGE IS NOT POSSIBLE, THEN ELEVATE ONE END OF BUNDLE AND COVER
LOOSELY TO ALLOW AIR TO CIRCULATE THROUGH MATERIALS. NEVER USE PLASTIC TO COVER
MATERIALS.
II(e). TRAPPED MOISTURE CAN CAUSE STAINING OF PANELS OR PROMOTE RUST ON UNPAINTED
MATERIALS.
II(f). EXPOSURE TO DIRECT SUNLIGHT AND/OR HIGH HUMIDITY MAY CAUSE STRIPPABLE PLASTIC
FILM TO ADHERE TO THE METAL PERMANENTLY AND DISCOLOR FINISH.
III. ERECTION NOTES:
III(a) 2.67” x 7/8” CORRUGATED PANELS ARE RECOMMENDED FOR ROOF SLOPES 1:12 AND GREATER.
III(b). 3/32” x ½” SEALER TAPE TO BE INSTALLED CONTINUOUSLY @ ALL SIDE LAPS OF ROOF PANELS
ON ROOF SLOPES 4:12 AND LESS. SEALER TAPE IS OPTIONAL ON SLOPES GREATER THAN 4:12.
SEALER TAPE TO BE USED AT ALL END LAPS REGARDLESS OF PITCH.
III. ERECTION NOTES(cont.):
III(c). SIDE LAP FASTENERS TO BE SPACED 16” O/C MAX.
III(c1). ON ROOFING APPLICATIONS ALL SCREWS SHOULD BE IN THE HI RIB OF PANEL. SEE ROOF
FASTENING SCHEDULE FOR DETAILS.
III(d). CLOSED CELL POLYETHYLENE CLOSURES FACTORY FORMED TO THE PANEL PROFILE TO BE
FIELD INSTALLED WHERE NECESSARY TO WEATHERTIGHT THE PANEL SYSTEM.
III(e). 2.67” x 7/8” CORRUGATED PANELS ARE TO BE SQUARE WITH BUILDING & ALIGNED USING
MARKS @ THE EAVES, RIDGE, BASE, & VALLEYS. MARKS TO BE 34.67” ON CENTER FOR SIDING AND
32” ON CENTER FOR ROOFING. A STRING LINE SHOULD BE USED TO MAINTAIN A STRAIGHT EAVE LINE
WHEN INSTALLING 2.67” x 7/8” CORRUGATED AS A ROOF PANEL.
III(f). CORRUGATIONS OF 2.67” x 7/8” CORRUGATED ROOF PANELS AT RIDGE TO ALIGN WITH
CORRUGATIONS ON OPPOSITE SIDE OF THE RIDGE.
III(g). ANY CUTTING OR BEVELING OF PANELS @ ENDS OF PANEL RUNS, HIPS, VALLEYS, OR
PENETRATIONS TO BE DONE BY THE ERECTOR IN THE FIELD.
III(h). REMOVE ALL STRIPPABLE PLASTIC AS PANELS ARE BEING ERECTED.
IV. CLEAN-UP NOTES:
IV(a) INSPECT ENTIRE ROOF AND SIDING AREA. REMOVE ANY PIECES OF STRIPPABLE PLASTIC FILM
STILL LEFT ON PANELS OR FLASHING. MAKE SURE FLASHING IS PROPERLY INSTALLED AND CAULKED
WHERE SHOWN ON DETAILS.
IV(b). ANY METAL SHAVINGS FROM FIELD CUTTING OR DRILLING OF PANELS MUST BE CLEANED OFF
ROOF EACH DAY TO PREVENT RUST AND/OR DISCOLORATION OF PANELS.
IV(c). TOUCH-UP ANY SCRATCHES, NICKS, OR FASTENER HEADS WITH TOUCH-UP PAINT. MAKE
SURE AREA IS THOROUGHLY CLEANED AND USE ONLY AN ARTISTS BRUSH. COVER ONLY THE
SCRATCH - DO NOT PAINT OVER ANY PREPAINTED AREA.
V. CAUTIONS:
V(a). CARE MUST BE TAKEN TO NOT OVER TORQUE FASTENERS.
V(b). DO NOT UNDER ANY CIRCUMSTANCE, STEP ON THE PANEL AT THE PANEL ENDS. THE ROOF
PANEL MAY NOT SUPPORT THE WEIGHT OF A MAN AT THESE LOCATIONS WHICH COULD RESULT IN
SERIOUS INJURY AND IT COULD AFFECT PANEL ALIGNMENT.
V(c). CARE MUST BE TAKEN IN PROTECTING ROOF PANELS FROM OTHER TRADES, DISSIMILAR
METALS, AND POSSIBLE RUN OFF OF HVAC EQUIPMENT.
V(d). THESE STANDARD DETAILS ARE PROVIDED FOR REFERENCE ONLY. OTHER DETAILS MAY BE
NECESSARY BASED ON ACTUAL JOBSITE CONDITIONS, BUILDING CODE AND REGULATORY ISSUES,
OWNER/ARCHITECT/CONTRACTOR/ERECTOR REQUIREMENTS AND MANY OTHER FACTORS. THE
PURCHASER IS RESPONSIBLE FOR THE SELECTION, USE AND IMPLEMENTATION OF THE PROPER
DETAILS.
V(e). INSURING WATER-TIGHTNESS ON ANY GIVEN PROJECT IS THE FUNCTION OF THE INSTALLER.
THE ARCHITECT/GENERAL CONTRACTOR/INSTALLER HAVE THE RESPONSIBILITY TO SELECT DETAILS
TO INSURE ADEQUATE WATER-TIGHTNESS TO MEET PARTICULAR BUILDING REQUIREMENTS.
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
PITCH "A" ANGLE
1:12 95°
2:12 99°
3:12 104°
4:12 108°
5:12 113°
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
BOX 515 RAILROAD STREET
SANDY LAKE, PENNSYLVANIA 16145-0515
PHONE: 800-245-0396 ° FAX: 724-376-3864
PITCH "A" ANGLE
1:12 95°
2:12 99°
3:12 104°
4:12 108°
5:12 113°
ACC20-0049
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Revision Request / Corrections to Comments
Date: Aug. 31, 2020
Permit #: ACC20-0049
Site Address: 372 Royal Palms Drive, Atlantic Beach, FL 32233
Description: Detached Carport / Duensing Residence
Responses to Comments and Requests
Correction Comments:
1. The requested certified survey with surveyor’s seal and signature is on the following two page, 3 & 4.
2. The requested Florida product Approval information and Evaluation Report for the metal roof is on page 5 - 8.
3. Delta volume calculations and on-site retention required as per Section 24-66(b) detailed here.
a. Proposed carport roof is 16’ x 24’ = 384sf
b. 384 (A) x .92 (C) x .93 (R) / 12 = 308cf (V) (2,295gal)
4. A detailed plan of the proposed water retention and detention system are on pages 9 - 12.
a. The property slopes downward from Royal Palms Drive towards Sargo Drive so discharging this stored water via the surface does not appear to
be a desirable option.
b. My goal is to collect and temporarily store the roof runoff water and use it for irrigation on the property. Three (3) in-ground poly septic tanks
have been sized to retain the required roof runoff water as per Section 24-66(b). See page 11.
c. Excess water not needed for irrigation can be pumped, at low velocity, to three 25’ long x 18” wide x 12” tall ADS “ARC 18” septic leaching
chambers. See page 12.
5. Documentation of the proposed material that is being used to access the carport from the concrete driveway is shown on page 13.
a. The intention is to reuse the existing pavers that originally wrapped around the deck (approx. 237sf). The deck has now been removed.
i. There are more than enough existing pavers on site to build the proposed 6’ wide walkway from the existing 60” wide service gate
to the carport. (approx. 200sf required)
b. This carport is intended to shelter a golf cart (48” wide), motorcycle, a narrow touring trailer that is pulled by the motorcycle, two kayaks,
mower, tools and other misc. outdoor items, so full size vehicle access is not being requested.
c. There is an existing 60” wide gate at the end of the concrete driveway, next to the house, that provides suitable access for the vehicles that will
need access the backyard.
I hope that I have answered your question and provide the requested documents as completely as needed. Please don’t hesitate to call me if there is a quick question
that I can answer.
Best regards,
Dave Duensing
847-507-1355 cell
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ACC20-0049
ACC20-0049