299 Atlantic Blvd 0 MECH22-0003 AB Kitchen walk-in cooler permitOWNER:ADDRESS:CITY:STATE:ZIP:
SOUTHCOAST CAPITAL
PRTNSHIP LTD 1600 INDEPENDENT SQ JACKSONVILLE FL 32202-5018
COMPANY:ADDRESS:CITY:STATE:ZIP:
TECH X SERVICES 525 STEVENS STREET JACKSONVILLE FL 32254
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172531 0000 ATLANTIC BEACH
TERRACE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
299 ATLANTIC BLVD MECHANICAL COMMERCIAL
SEPARATE PLANS OTHER
WALK-IN COOLER FOR
INTERIOR BUILDOUT - UNIT
2
$16200.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
AC AND REFRIGERATION 455-0000-322-1000 0.5 $0.00
AC AND REFRIGERATION 455-0000-322-1000 1 $8.00
MECHANICAL BASE FEE 455-0000-322-1000 0 $55.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . 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: 4/21/2022
PERMIT NUMBER
MECH22-0003
ISSUED: 4/21/2022
EXPIRES: 10/18/2022
MECHANICAL COMMERCIAL
SEPARATE PLANS PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $67.00
2 of 2Issued Date: 4/21/2022
PERMIT NUMBER
MECH22-0003
ISSUED: 4/21/2022
EXPIRES: 10/18/2022
MECHANICAL COMMERCIAL
SEPARATE PLANS PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
1
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.
2
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.
16. Stairs and hand rails (FBC-R311), and guard systems (FBC-R312), as hazardous locations, must meet Code
exactly, including graspable handrails.
17. Safety glazing must be installed in hazardous locations, per FBC-R308.4 or FBC-B, Chapter 24. The
permanent identification mark must be visible after installation and read “Tempered”, “CPSC 16 CFR 1201”, or
ANSI Z97.1”.
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.
The requirements for the method specified will be found in the corresponding FBC-EB Chapter.
2. When damaged, decayed, deteriorated, faulty, or unsafe, construction, materials, or equipment are
discovered during construction, that condition must be corrected and approved before proceeding.
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
3
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,
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.
01/23/20, 02/13/20, 7/20/20
Aluminum Roof Top AC Stand
~1 JJ,:: ,.'Jj,::~1 ;\1 ~JJ!)jl
2541 W. Dunnellon Road
Dunnellon, FL 34433
www.metalshop.org
Phone: 888-441-2492 Fax: 352-522-0007
No:JES.
l AU. CONSTRUCTION SHALL BE IN ACCORDANCE WITH Tt£ 2014
FLORl>A BUILDINQ CODE. BUILDING VOUl,E AN> A8CE 7 • 2010
MNILN DESKIN LOADS ON BlJLDIN88 AN> onER BTIIJCTLR:&
2. AHY CHANGE FROM TIE DRAYffiOS AN> / OR FELD CHANGE CONXnONS, t.lJST
BE M.AEDIATaY BAOUQHT TO TIE ATTENTION OF THE BTRUCTIIW. ENGINEER
80 THAT NECESSARY CHANGES CAN BE MADE NI> IIITENT OF TIE DESIGN 18
CAIRED OUT TO ITS FW.EST EXTENT.
13. IT IS nE RE8PON8&.JTY Of NST AU.Ni CONTRACTOR TO
PROVIDE ADEQUATE ANCHORAGE AND CORROSION
RESISTANT ISOLATION PADS AT THE aonOM OF ALL
BASE PLATES Wt£N BEARING ON CONCRETE AND
STEEL STRUCTURES.
4. MNMJM DESIGN LOADS , DEAD LOADS AND LIVE LOADS IN
ACCORDANCE WITH TIE 20M FLORllA BlA.DNi CODES, CHAPTER 18.
A/C UNIT l FRAt.E WITHSTANDS WN> SPEEDS I.P TO
180 MPH PER 2010 FBC AND ASCE 7-10.
I&. CALCULATIONS ARE BASED ON A/C lNT SURFACE AREA.
nt8 18 DETERMINED BV MUI. TIPI. VNG THE lNT
WIDTH BY TIE UNT HEIGHT, WITH THE RESULT
BEING THE SURFACE SQUARE' FOOTAGE. MAXIMUM
SIZES ALLOWED FOR THE CON>ENSER STAM> ARE
DENOTED IN THE TABLE DEPICTED ON THE NEXT
PAGE.
8. DESIGN AND ENQINEERl«i 18 FOR THE METAL SHOP ROOF TOP STAND ONLY.
BEE MANlFACTURE .. TIIJCTIONB AND CERlFICATIONS FOR PROPER
IN8TALLAT10N OF AC INT,
7. BEE MANUFAC1UE NSTALLATION FOR AC CON>EN8ER lNT.
8. 8061-T8/8005·Tt5 ALUMNUM ALLOY CONSTRUCTION
FOR EXTERIOR EXPOSURE APPLICATIONS.
&. ROOF STAND 8HAU. HAYE ALL WELDED JOl'lTS AND
SEAMS UNLESS OTHERWISE STA TED.
10. WELD FLLER 8HALL BE ALUMNJM ALLOY 4043 WITH
TENSILE STRENGTH OF 1t5 KSI.
1l ALL ANCHOR/CONECTION BOLTS 8HAU. BE N ACCOR>ANCE
WITH ASTM A-307 OR A-325 F.
12. EXPANSION BOLTS AND LAG SCREWS SHALL HAYE A 1,,,,111111,,,,.
MNMUM SPACING OF 26• AND A MNMlN EDGE •'~~" •• P-~1/11,,.
DISTANCE OF,-FOR LAGS AND s• FOR EXPANSION .t~-«,oP.Na~~
BOLTS. / "/ ;., 74883 .,_ \
1a VERATION ISOLATOR PADS SHALL BE PROVIDED BY f*i \*\
TI-E A/C CONTRACTOR SO AS NOT TO CAUSE S-,,i * :¢:
VBRATION TO EXISTNG SUB-STRUCruRE ~l,\ 8TATE OF ///JS -.. .. ~..... "'--~~ ~~.,e!o.( OR\()_.,.-,..,$ ~,,.ve,•• ......... ••4!!~~,~ ~,,. 9NA\. ~,,..,.
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