Agenda
Historic Disctrict Council Regular Meeting · 2026-06-18 · agenda
[306 S. 7TH STREET; case HDC2026-0013] Project at 306 S. 7th Street seeks final Certificate of Approval for a detached one-car garage and workshop. Applicant is 3S DESIGN STUDIO, agent for Steve & Anne Wall. Case number HDC2026-0013. Decision is not stated, but it is listed under Old Business. Key dates: Meeting on June 18, 2026. [31 S. 5TH STREET; case HDC 2026-0015] Project at 31 S. 5th Street seeks final Certificate of Approval to demolish a 1st story porch and foundation, and install new porches and beams for a new entrance and 2nd story deck. Applicant is STURGES & STURGES CONSTRUCTION INC., agent for JOHN STILLWELL 31 SOUTH 5TH STREET LLC. Case number HDC 2026-0015. Decision is not stated. Key dates: Meeting on June 18, 2026. [13 N. 3RD STREET; case HDC 2026-0016] Project at 13 N. 3rd Street seeks final Certificate of Approval for the demolition of a one-story non-contributing commercial building. Applicant is MIRANDA ARCHITECTS, agent for 13 NORTH 3RD STREET LLC. Case number HDC 2026-0016. Decision is not stated. Key dates: Meeting on June 18, 2026. [13 N. 3RD STREET; case HDC 2026-0017] Project at 13 N. 3rd Street seeks conceptual Certificate of Approval for the construction of a new commercial retail building and up to nine (9) new shop buildings surrounding a rear courtyard. Applicant is MIRANDA ARCHITECTS, agent for 13 NORTH 3RD STREET LLC. Case number HDC 2026-0017. Decision is not stated. Key dates: Meeting on June 18, 2026. [404 BROOME STREET; case HDC 2026-0018] Project at 404 Broome Street seeks after the fact Certificate of Approval to replace posts for front and back porches. Applicants are MIGUEL & ALYSON AMEIGEIRAS. Case number HDC 2026-0018. Decision is not stated. Key dates: Meeting on June 18, 2026. [318 CENTRE STREET; case HDC2026-0019] Project at 318 Centre Street seeks final Certificate of Approval to replace existing garage doors with a recessed glass store front and brick knee wall. Applicant is COTNER ARCHITECTS LLC, agent for 1303 SR 200 LLC. Case number HDC2026-0019. Decision is not stated. Key dates: Meeting on June 18, 2026. [0 N FRONT STREET, PT LOT 1 & 2; case HDC 2026-0021] Project at 0 N Front Street, PT LOT 1 & 2 seeks conceptual Certificate of Approval for construction of a commercial, large-scale development including retail, restaurant and marina on the waterfront. Applicant is COMPASS GROUP DEVELOPMENT, agent for OSTEEN COMPANY LLP. Case number HDC 2026-0021. Decision is not stated. Key dates: Meeting on June 18, 2026.
Agenda items
- 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT
- 1. A property shall be used for its historic purpose or be placed in a new use that requires
- 1. A property shall be used for its historic purpose or be placed in a new use that requires
- 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- 1. All structural (dimensional/solid-sawn) framing members, except as noted or specified otherwise, shall be #2 SYP lumber w/ maximum 19% moisture content.
- 1. Designed per Florida Building Code, 2023 Edition
- 1. FOR ROOF SHEATHING EDGE
- 1. I/We hereby attest to the fact that the above supplied property address(es),
- 1. I/We hereby attest to the fact that the above supplied property address(es),
- 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. At these confined
- Carpentry & Cabinetry
- Concrete & Masonry
- General Contractor
- Construction (Other)
- Engineering & Architecture
- 1. The foundation design(s) depicted within these engineering documents has been completed in accordance with recognized standards, recommended soil design
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- 1. WINDOW INSTALLATION &
- 1. ___________________________________ 3. ___________________________________ 5. ___________________________________
- 10. I/We understand that the City Staff will install a Notice of Hearing sign on the
- Legal Services
- Engineering & Architecture
- Government Authority
- 10. I/We understand that the City Staff will install a Notice of Hearing sign on the
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 10. New additions and adjacent or related new construction shall be undertaken in such a manner that if
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Windows, Doors & Glass
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 10. New additions and adjacent or related new construction shall be undertaken in such a manner that if
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Painting & Flooring
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 10. Soil Bearing Pressure-------------------------------------- 2000 psf
- 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems
- 11. All exterior walls are to be shear wall components.
- 11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall
- 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts,
- 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using
- 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Windows, Doors & Glass
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 15. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to determine the proper
- 16. Yet-to-be-installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roof(s) of the structure depicted within
- 17. All materials specified within these engineering documents shall be installed properly, in a workman-like manner and in accordance with the directions and instructions
- 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated
- 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme
- 2) POSITIVE PRESSURES ACT TOWARD THE
- 2. All top- and shoe- or sole-plate material shall be #2 SYP lumber w/ maximum 19% moisture content. Shoe- or sole-plate material in contact with concrete or masonry
- 2. Design for 130 MPH fastest wind velocity, Exposure C
- 2. I/We authorize staff from the Department of Planning & Conservation to enter
- 2. I/We authorize staff from the Department of Planning & Conservation to enter
- 2. IT IS THE INSTALLATION
- 2. NAIL SPACING SHOWN ARE MIN.
- 2. The foundation design(s) depicted within these engineering documents has/have been prepared based on a relatively flat, well drained building site featuring
- Concrete & Masonry
- General Contractor
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- 2. The historic character of a property shall be retained and preserved. The removal of historic materials
- 2. The historic character of a property shall be retained and preserved. The removal of historic materials
- 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609
- Engineering & Architecture
- General Contractor
- 2. ___________________________________ 4. ___________________________________ 6. ___________________________________
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Painting & Flooring
- Building & Industrial Supply
- Engineering & Architecture
- 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer.
- 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used
- General Contractor
- Carpentry & Cabinetry
- Engineering & Architecture
- 3) SEE DIAGRAMS FOR ZONE LOCATIONS.
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 3. ALL NAILS ARE TO BE 16d RING SHANK NAILS
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- General Contractor
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- 3. APPROVAL OF MEETING MINUTES
- 3. APPROVAL OF MEETING MINUTES
- 3. All engineered wood posts or columns shall be Trus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or
- Carpentry & Cabinetry
- Building & Industrial Supply
- 3. All vertical wall framing (studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plan(s) and/or table(s),
- 3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor
- 3. Each property shall be recognized as a physical record of its time, place, and use. Changes that create
- 3. Each property shall be recognized as a physical record of its time, place, and use. Changes that create
- 3. I/We understand that the COA review time period will not commence until the
- 3. I/We understand that the COA review time period will not commence until the
- 3. INSTALL ALL MATERIALS
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Site Prep, Grading & Hardscape
- Windows, Doors & Glass
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- 3. Importance 1.0, Enclosed, Roof Height 27' -0'', Roof Slope 27 degrees
- General Contractor
- Carpentry & Cabinetry
- Roofing
- Concrete & Masonry
- Building & Industrial Supply
- 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects
- General Contractor
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 4. APPROVAL OF MEETING MINUTES
- 4. All nailing shall be with "common" nails, except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by
- 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that
- 4. I/We understand that, for Board review cases, an agenda and staff report will
- 4. I/We understand that, for Board review cases, an agenda and staff report will
- 4. Main Wind Force Resisting Wind Loads Table 1609.6.2.1 (1)
- 4. Most properties change over time; those changes that have acquired historic significance in their own
- 4. Most properties change over time; those changes that have acquired historic significance in their own
- 4. OLD BUSINESS
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Electrical
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Engineering & Architecture
- 4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced
- Engineering & Architecture
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- 5. All engineered components, including roof trusses, floor trusses, I-joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and
- 5. All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated
- 5. CITY PROJECT UPDATES
- General Contractor
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 5. Components and Cladding from table 1609.6.2.1 (2)
- 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that
- 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that
- 5. I/We understand that the Historic District Council meetings are conducted in a
- 5. I/We understand that the Historic District Council meetings are conducted in a
- 5. In some instances, these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as
- 5. NEW BUSINESS
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 5. NEW BUSINESS
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 5. PLYWOOD ROOF DECK.
- Roofing
- Carpentry & Cabinetry
- Concrete & Masonry
- Building & Industrial Supply
- 5. These engineering documents may be used one-time-only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to
- 6. All sheathing shall be either APA- or TECO-rated, Eposure 1, PS1/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such).
- Carpentry & Cabinetry
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 6. BOARD BUSINESS
- 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of
- Carpentry & Cabinetry
- Concrete & Masonry
- Restoration & Waterproofing
- Painting & Flooring
- Construction (Other)
- Engineering & Architecture
- Appraisal & Inspection
- Landscaping & Lawn Service
- Building & Industrial Supply
- 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of
- 6. I/We understand that the approval of this application by the Historic District
- 6. I/We understand that the approval of this application by the Historic District
- 6. OLD BUSINESS
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Carpentry & Cabinetry
- Painting & Flooring
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- 6. The Wall loads are +31.3 psf and -42.0 psf.
- 6. The location of steps, jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation
- 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein.
- 7. At exterior walls clad with a stucco or an applied-stone veneer finish, the APA (www.apawood.org) recommends the use of either 15/32" thick, 32/16 span-rated
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Building & Industrial Supply
- 7. Chemical or physical treatments, such as sandblasting, that cause damage to historic materials shall
- 7. Chemical or physical treatments, such as sandblasting, that cause damage to historic materials shall
- 7. Concrete--------------------------------------------------------fc3,000 psi
- 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural
- General Contractor
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- 7. I/We understand that all changes to the approved scope of work stated in a
- 7. I/We understand that all changes to the approved scope of work stated in a
- 7. NEW BUSINESS
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 7. STAFF REPORT
- 7. STAFF REPORT
- 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present.
- 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the
- 8. BOARD BUSINESS
- Engineering & Architecture
- Legal Services
- Landscaping & Lawn Service
- Appraisal & Inspection
- 8. I/We understand that any decision of the HDC may be appealed to the City
- 8. I/We understand that any decision of the HDC may be appealed to the City
- 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and
- Concrete & Masonry
- Carpentry & Cabinetry
- General Contractor
- Building & Industrial Supply
- 8. Reinforcing--------------------------------------------------Fy60,000 psi
- Concrete & Masonry
- Engineering & Architecture
- 8. Significant archeological resources affected by a project shall be protected and preserved. If such
- 8. Significant archeological resources affected by a project shall be protected and preserved. If such
- 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location, as well as for an additional five feet or more beyond the
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop
- 9. I/We understand that Certificates of Approval are only valid for one (1) year
- 9. I/We understand that Certificates of Approval are only valid for one (1) year
- 9. New additions, exterior alterations, or related new construction shall not destroy historic materials
- 9. New additions, exterior alterations, or related new construction shall not destroy historic materials
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Painting & Flooring
- Restoration & Waterproofing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Design & Creative
- Landscaping & Lawn Service
- Signage & Printing
- 9. STAFF REPORT
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations
- 9. Timber---------------------------------------Spruce Pine Fir Pine No 2
- N. 3RD STREET
- Site Prep, Grading & Hardscape
- General Contractor
- Construction (Other)
- Waste Management
- Engineering & Architecture
- N. 3RD STREET
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- N. 3RD STREET
- General Contractor
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- N. 3RD STREET
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Painting & Flooring
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- Full-Service Restaurant
- Quick-Service Restaurant
- Construction (Other)
Follow this across meetings
Applicants and firms
- 3S DESIGN STUDIO, AGENT FOR STEVE & ANNE WALL
- STURGES & STURGES CONSTRUCTION INC., AGENT FOR JOHN STILLWELL 31 SOUTH 5TH STREET LLC
- MIRANDA ARCHITECTS AGENT FOR 13 NORTH 3RD STREET LLC
- MIRANDA ARCHITECTS, AGENT FOR 13 NORTH 3RD STREET LLC
- MIGUEL & ALYSON AMEIGEIRAS
- COTNER ARCHITECTS LLC, AGENT FOR 1303 SR 200 LLC
- COMPASS GROUP DEVELOPMENT, AGENT FOR OSTEEN COMPANY LLP
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