Board of Adjustments - July 22, 2026
Board of Adjustments · 2026-07-22 · agenda
[3006 Dunbar Ave.; case VAR26-0063] The City of Fort Myers Board of Adjustments considered a variance request for single-family development at 3006 Dunbar Ave. The applicant, Rapid Building Systems International Company, sought to reduce minimum side setbacks from 7 ft to 5 ft 2 inches, minimum lot area from 5,000 sq ft to 3,760 sq ft, and minimum lot width from 50 ft to 37.6 ft. The variance was requested due to hardship caused by the parcel's historical platting in 1913, making it difficult to develop a single-family home adhering to current standards. Staff recommended approval, finding the request met hardship criteria and was the minimum variance for reasonable use. The Board of Adjustments approved the variance. [3006 Dunbar Avenue, Fort Myers, FL] This document contains construction plans for a single-family residence at 3006 Dunbar Avenue, Fort Myers, FL. The project involves a new single-family home with a living area of 1,243 sq. ft., garage of 223 sq. ft., front porch of 74 sq. ft., and covered lanai of 80 sq. ft., totaling 1,620 sq. ft. The construction utilizes SIP panels and is designed for a wind speed of 170 MPH. The project is located in Lee County, Florida, and adheres to the Florida Building Code (FBC) 2023, 8th Edition, and 2020 NEC. The document includes detailed architectural, structural, electrical, and site plans, as well as specifications for materials and construction methods. No public comment or stakeholder sentiment is stated in this portion of the document. [1470 Passaic Avenue, Fort Myers, FL; case VAR26-0064] This document is a variance application and staff recommendation for a property at 1470 Passaic Avenue, Fort Myers, FL. The owner, Darin Valentine, requested a variance to reduce the minimum side setback on the south side from the required 10 ft to 5 ft for the development of a pool. The hardship cited is a 5 ft wide utility easement along the southern side of the parcel, which limits space for the pool. The property is a corner lot, 11,786 sq. ft., zoned Single Family (RS-6) with a Future Land Use of Residential Low Density (RLD). Staff recommended approval of the variance, finding that the applicant met the criteria for hardship and that the variance would allow reasonable use of the land without detriment to the public welfare. The Board of Adjustments approved the variance to reduce the side setback to 5 ft on the south side for the pool development. Public notice was provided to 42 property owners within 300 feet, and the property was posted and advertised. [1470 Passaic Avenue, Fort Myers, FL 33905 (Pool Project); 964 Ortiz Avenue, Fort Myers, FL 33905 (Church Expansion Project); case Not stated (Pool Project); CU26-0038 (Church Expansion Project)] This document contains two distinct public records. The first is a permit application for a swimming pool at 1470 Passaic Avenue, Fort Myers, FL 33905. The second is a conditional use request for the expansion of a church at 964 Ortiz Avenue, Fort Myers, FL 33905. The church expansion was approved with conditions. No public comment is stated for either item. [964 Ortiz Ave, Fort Myers, Florida 33905] This document details a proposed development for Templo Cristiana La Estrella at 964 Ortiz Avenue, Fort Myers, Florida. The project involves constructing a new 14,305 sq ft, two-story place of worship building with approximately 400 seats, along with associated parking and site improvements. The existing 3,520 sq ft church building will remain and serve as an accessory use. The development is on a ±4.9-acre site, with approximately 1.88 acres dedicated to the new construction. The project requires a change from a split zoning of RS-7 (Single Family Residential) and CG (Commercial General) to a PUD (Planned Unit Development) for the southern portion, with the overall site utilizing Residential Low Density & Traditional Community future land use. The development is anticipated to generate significant traffic, but existing roadways are projected to have sufficient capacity. A left deceleration lane is determined to be required on Ortiz Avenue based on Lee County policy, though its implementation may be coordinated with anticipated CIP improvements. This document is a boundary survey map prepared for Gonzalez Engineering & Construction by R.K. Burns Surveying, Inc. It details survey notes including dimensions, underground utilities, foundations, structures, interior improvements, parcel information, easements, flood zone status (X & AEll.2'), and a revision for drain inverts on 10-30-2025. The field work was completed on 07/02/2024. The survey is specific to the land described and is not a certification of title, zoning, easement, ownership, or right-of-way. Additions or deletions by unauthorized parties are prohibited.
Agenda items
- 1) CASE NUMBER: ______ _ ___________ _
- 1) CASENUMBER: ~OOL-O\o\lL\0-~0~\o---------~-~
- 1) Impacts on the local economy, employment, and property values.
- 1. ALLOWABLE NET SOIL BEARING CAPACITY = 2000 PSF. CONTRACTOR
- 1. All Wood members shall be a minimum of #2 SYP.
- 1. All cast In Place Anchors shall have a Minimum Embedment of 7".
- 1. All reinforcing steel shall be Grade 60. (60.0 KSI yield strength)
- 1. All slabs on fill shall be placed on clean non-organic fill.
- 1. All work shall be done in substantial compliance with the site plan
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 1. Application Information
- 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
- Accounting & Tax
- Legal Services
- 1. Application Information
- Real Estate Development
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Building & Industrial Supply
- Engineering & Architecture
- Legal Services
- Appraisal & Inspection
- Title & Settlement Services
- 1. Complete normal clearing, grubbing operations over the entire building pad area. (The Building pad
- Site Prep, Grading & Hardscape
- 1. Control joints in concrete are recommended by the engineer
- 1. Grout (2500 psi @ 28 day strength) and type "M" mortar in concrete
- 1. PLYWOOD SHALL CONFORM TO CONCEALED APA PERFORMANCE
- 1. PREFABRICATED AND MANUFACTURED METAL CONNECTORS,
- 1. PUBLIC HEARING (Quasi -Judicial):
- Real Estate Development
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- 1. STRUCTURAL LUMBER TO BE DETAILED, FABRICATED AND
- 1. Structural concrete shall attain a minimum compressive strength
- 1. THESE GENERAL NOTES ARE TO BE READ IN CONJUNCTION WITH
- 1. The Board of Adjustments shall make findings that the requirements
- Pool & Spa Construction
- Concrete & Masonry
- Plumbing
- Site Prep, Grading & Hardscape
- Real Estate Development
- 1. The Board of Adjustments shall make findings that the requirements
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Site Prep, Grading & Hardscape
- Real Estate Development
- Engineering & Architecture
- 1. These notes shall apply except where otherwise indicated
- 10. WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING
- 100. 15' SEVl,f'R
- Engineering & Architecture
- Appraisal & Inspection
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 11. TRUSS REACTIONS, FROM TRUSS MANUFACTURER'S CALCULATIONS,
- 12. ft
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Drywall & Insulation
- Painting & Flooring
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 2) DATE OF APPLICATION: __0_2/_2_7/_20_2_6________ ____
- 2) Impacts on the natural environment, including air, water and noise
- 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2023 FLORIDA
- 2. Aggregates shall be clean and well graded - maximum size 3/4".
- 2. All drilled-in Wedge Anchors shall have a minimum diameter of 3/4"
- 2. All reinforcement splices shall be in accord with ACI 318, chapter 12.
- 2. Concrete masonry units shall comply with the requirements of ASTM
- 2. Fill shall be thoroughly moistened.
- 2. LUMBER SHALL BE No 2 SOUTHERN PINE, KILN DRIED, WITH
- 2. PROVIDE SUBMITTALS OF ALL ITEMS, OR PROPOSED SUBSTITUTIONS
- 2. PUBLIC HEARING (Quasi -Judicial):
- Pool & Spa Construction
- Concrete & Masonry
- Electrical
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- 2. ROOF SHEATHING SHALL BE 5/8" STRUCTURAL 1, EXPOSURE 1
- 2. Remove unsuitable material below the proposed foundation. The depth of removal is dictated by the
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Trucking & Freight
- 2. Request
- Pool & Spa Construction
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Legal Services
- Engineering & Architecture
- 2. Request
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
- 2. The Board of Adjustments shall further make a finding that the
- Legal Services
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- General Contractor
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- 2. The Board of Adjustments shall further make a finding that the
- 2. The hedge shown on the site plan and planted satisfies the screening and
- 2. WHERE THERE IS A DISCREPANCY BETWEEN DIMENSIONS ON THE
- 2. Where a detail is shown for one condition, it shall apply
- 3) ADDRESS OF PROPERTY:
- 3) Impacts on historic, scenic, and cultural resources, including views
- 3. All reinforcement steel shall be accurately placed, rigidly supported
- 3. Control Joints (saw cuts) shall be spaced at 12'-0"
- 3. Foundation soil prep per FBC Res 2023 (8th Edition) Section 1800. Fill material shall be 12" deep lift
- Site Prep, Grading & Hardscape
- 3. General Contractor must verify all dimensions and
- 3. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE AT 12 FT
- 3. PUBLIC HEARING (Quasi -Judicial):
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- Landscaping & Lawn Service
- Religious & Civic Organization
- 3. Provide clean-out holes at bottom of walls for inspection and cleaning
- Concrete & Masonry
- General Contractor
- Construction (Other)
- 3. ROOF DECK SHALL BE 5/8" CDX STRUCTURAL 1 PLYWOOD FIXED
- 3. ROOF DIAPHRAGM SHEATHING SHALL BE FASTENED AT ZONE
- 3. Staff Recommendation
- 3. Staff Recommendation
- 3. TRUSS SYSTEM MANUFACTURER MUST SPECIFY AND PROVIDE
- 3. The Board of Adjustments shall further make a finding that the
- Legal Services
- Engineering & Architecture
- 3. The Board of Adjustments shall further make a finding that the
- 3. The necessary permits required shall be applied for within 90 days from
- General Contractor
- Site Prep, Grading & Hardscape
- Real Estate Development
- Engineering & Architecture
- Building & Industrial Supply
- 3. Use regular weight concrete for all structural members.
- 4) Impacts on public services, including water, sewer, surface water
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- Building & Industrial Supply
- Real Estate Development
- Government Authority
- 4) PARCEL NUMBER: __1_9_-4_4_-2_5_01-_ _00_2_2_3_.0_02_0_ F_ol_io_1_0_25_3_1_8_3 ____ _
- 4. All cells containing reinforcing shall be grouted. Vertical reinforcing in
- 4. All conduits, sleeves and pipes embedded in concrete shall conform
- 4. Formed joints may be constructed by installing a parting
- 4. PROVIDE 2x6 DIAPHRAGM CHORD AROUND PERIMETER OF
- 4. Recommended Action
- Pool & Spa Construction
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
- 4. Recommended Action
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- 4. See Floorplan, Mechanical, Plumbing and Electrical
- Electrical
- Plumbing
- Carpentry & Cabinetry
- Concrete & Masonry
- General Contractor
- Engineering & Architecture
- 4. TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES
- 4. The foundation shall be prepared to perform with a safe soil bearing pressure. Soil bearing capacity
- 4. WHERE REQUIRED REINFORCING SHALL BE PLACED AT CORNERS
- 4. Welded Wire Mesh rebar shall conform to ASTM A 185-79 and be
- 5) Impacts on housing and social conditions, including variety of
- Site Prep, Grading & Hardscape
- Landscaping & Lawn Service
- General Contractor
- Building & Industrial Supply
- 5) PROPERTY OWNER(S), MAILING ADDRESS, PHONE NUMBER(S}, EMAIL
- 5. Adequate vertical and horizontal shoring shall be provided
- 5. All CMU shall comply with 2023 FBC, 8th Edition, Chapter 44 HVHZ.
- 5. All accessories shall have upturned legs and be plastic dipped after
- 5. CONTRACTOR TO PROVIDE TEMPORARY AND PERMANENT
- 5. Fill Supporting such slabs shall be compacted under the supervision of a special inspector. A minimum
- 5. Miscellaneous Business
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- Real Estate Development
- 5. PROVIDE CONTINUOUS BLOCKING AT ROOF RIDGES, VALLEYS,
- 5. Reinforcing Bar Cover: (Dimensions shown are clear dimensions.)
- 6) AGENT, MAILING ADDRESS , PHONE NUMBER S EMAIL ADDRESS:
- 6. General Contractor shall protect existing facilities and
- 6. Horizontal wall reinforcing shall be standard class "Dur-O-Wal" 9
- 6. MASONRY CONSTRUCTION - (FBC R4407.5.1 & R4407.5.3)
- 6. Slabs and Monolithic Footings shall conform to FBC R4404.4 and R4404.5.1 respectively.
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- 6. TRUSS PLATES SHALL BE OF GALVANIZED STEEL AND SHALL BE
- 6. \
- Site Prep, Grading & Hardscape
- General Contractor
- Engineering & Architecture
- Real Estate Development
- 6. \,
- 6. \, ,,--,<\:
- 7) VARIANCE (S) REQUEST:
- 7. DEFLECTION OF TRUSSES SHALL BE AS FOLLOWS:
- 7. For concrete beams, lap top bars at mid spans and bottom bars
- 8) HAS A PUBLIC HEARING BEEN HELD REGARDING THIS PROPERTY, DATE,
- 8. BEARING OF ROOF TRUSSES ON MASONRY WALLS SHALL BE TO
- 9) IS THIS HEARING BEING HELD AS A RESULT OF A VIOLATION NOTICE? IF
- 9. ALL TIMBER EXPOSED TO THE WEATHER AND/OR BEARING ON
- C) CORRECTPROPOSED BUILDING HEIGHTSAND PROPOSl!:D FINISHl!:D FLOOR ELEVATION l',,!7H DATUMg IM!l•MAIL BOX I- (!) FOR NEW BUILDINGS. TO THE PROPER IIUTHORmEs IN NEW CONSTRUCTION.
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Carpentry & Cabinetry
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- C: - ::::, -0 0... ,a \0
- C: 0I...
- C: ~ 1--1
- General Contractor
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- Cl) ~ ...1... Cl)QJ -E QJ
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Engineering & Architecture
- M. =MEASURED DISTANCE. 1. THE HIGHEST CROWN OF ROAD IS 100.04 FT REMAINDER (N.A.P.) I .
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Concrete & Masonry
- Q) (/) -E Q)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Q) CLG. HT.: 9'-4"
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Roofing
- Electrical
- HVAC & Climate Control
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- Appraisal & Inspection
- U) ::E...I... U) -QJE~ QJ
- 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
- a. That hardship(s), as defined in this Land Development Code, and circumstances
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- b. Demonstrate that literal interpretation of the provisions of the Section of the Land
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Windows, Doors & Glass
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- c. Demonstrate that the hardship(s), and circumstances do not result from the
- d. Demonstrate that granting the variance requested will not confer on the applicant
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Legal Services
- e. Demonstrate that granting the variance is in the best interest of the public and
- f. Demonstrate that the Board of Adjustments shall further make a finding that the
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- g. Demonstrate that the Board of Adjustments shall further make a finding that the
- General Contractor
- Concrete & Masonry
- Carpentry & Cabinetry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
Follow this across meetings
Board
Board of AdjustmentsApplicants and firms
- Rapid Building Systems International Company
- Darin Valentine
- Erik Stuart Home Enclosures LLC (Pool Project); Templo Cristiano La Estrella Resplandeciente de la Manana, Inc. (Owner), Boral Engineering & Design, Inc. (Agent) (Church Expansion Project)
- Templo Cristiana La Estrella
- Gonzalez Engineering & Construction
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